Loading...Name *Telephone *Email *Location *GST NumberSelect Material to be Tested *Select Material to be TestedSOIL FOR CONSTN.& ENGG-LAB TEST-PHYSICAL & CHEMICAL.SOIL FOR CONSTN.& ENGG-LAB TEST-STRENGTH& MECHANICAL.FIELD TESTING OF SOIL:IN SITU TEST FOR CIVIL ENGINEERING PURPOSESFLY ASH-POND ASH FOR EMBANKMENTS-IRC, SP-58 &AASHTO T-176.WATER FOR CONSTN & POTABLE & GROUND WATER:IS:456 & IS 10500COARSE AND FINE AGGREGATE FOR CONCRETE & PAVEMENT IS:383.CEMENT-OPC&PPC PHYSICAL & MECHANICAL TEST-IS 269,8112 & 12269.CEMENT-OPC&PPC CHEMICAL & DURABILITY TEST-IS 269,8112 & 12269.ADMIXTURES FOR CONCRETE-LIQUID & SOLID-IS :9103 & ASTMC494.CURING COMPOUNDS FOR CONCRETE-BS 7542 & ASTM C309TMT, TOR & REINFORCEMENT BAR FOR CONCRETE IS:1786 & IS:13620STRAND WIRE FOR PRESTRESSED CONCRETE IS :6006 & I.S-14268.STEEL BINDING WIRE FOR CONCRETE REINFORCED IS :280STEEL WELDED WIRE MESH FOR CONCRETE REINFORCEMENT IS :1566MILD STEEL- STRUCTURAL STEEL SECTIONS IS :2062Test 1Select Test 1Particle size Analysis (GSA-Wet)Determination of clay content.Atterberge Limit (L.L, P.L, P.I)Shrinkage factors (SL & SI)Free swell index of soil(FSI)Specific gravity (Sp Gr)Sand Equivalent Value (SEV)Moisture of Stabilised Soil Mix.Total soluble solids-TSSOrganic matter in soil.Calcium carbonate in soil.pH value of Soil.Total Soluble Sulphate.Total soluble ChlorideTest 2Select Test 2Particle size Analysis (GSA-Wet)Determination of clay content.Atterberge Limit (L.L, P.L, P.I)Shrinkage factors (SL & SI)Free swell index of soil(FSI)Specific gravity (Sp Gr)Sand Equivalent Value (SEV)Moisture of Stabilised Soil Mix.Total soluble solids-TSSOrganic matter in soil.Calcium carbonate in soil.pH value of Soil.Total Soluble Sulphate.Total soluble ChlorideTest 3Select Test 3Particle size Analysis (GSA-Wet)Determination of clay content.Atterberge Limit (L.L, P.L, P.I)Shrinkage factors (SL & SI)Free swell index of soil(FSI)Specific gravity (Sp Gr)Sand Equivalent Value (SEV)Moisture of Stabilised Soil Mix.Total soluble solids-TSSOrganic matter in soil.Calcium carbonate in soil.pH value of Soil.Total Soluble Sulphate.Total soluble ChlorideTest 1Select Test 1OMC-MDD-LIGHT COMPACTION.OMC-MDD-HEAVY COMPACTION.RELATIVE DENSITY.(DENSITY INDEX)STABILISED SOIL OMC-MDDLAB CBR WITHOUT SOAKINGLAB CBR-96 HR (04 DAYS) SOAKING.DIRECT SHEAR TEST-C&Φ OF COHESIONLESS SOIL/FLY ASH. a)UNCONSOLIDATED UNDRAINED CONDITION.DIRECT SHEAR TEST-C&Φ OF COHESIONLESS SOIL/FLY ASH.b)CONSOLIDATED UNDRAINED CONDITION.DIRECT SHEAR TEST-C&Φ OF COHESIONLESS SOIL/FLY ASH.c) CONSOLIDATED DRAINED CONDITION.TRIAXIAL SHEAR TEST-C&Φ OF COHESIVE SOIL.a)UNCONSOLIDATED UNDRAINED CONDITION.TRIAXIAL SHEAR TEST-C&Φ OF COHESIVE SOIL.b)CONSOLIDATED DRAINED CONDITION.TRIAXIAL SHEAR TEST-C&Φ OF COHESIVE SOIL.c) CONSOLIDATED DRAINED CONDITION WITH PORE PRESSURE MEASUREMENT.UNCONFINED COMPRESSIVE STRENGTH.-UCSCONSOLIDATION PROPERTIES.PERMEABILITY OF SOIL-k27 VALUE. SWELL PRESSURE OF SOIL.Test 2Select Test 2OMC-MDD-LIGHT COMPACTION.OMC-MDD-HEAVY COMPACTION.RELATIVE DENSITY.(DENSITY INDEX)STABILISED SOIL OMC-MDDLAB CBR WITHOUT SOAKINGLAB CBR-96 HR (04 DAYS) SOAKING.DIRECT SHEAR TEST-C&Φ OF COHESIONLESS SOIL/FLY ASH. a)UNCONSOLIDATED UNDRAINED CONDITION.DIRECT SHEAR TEST-C&Φ OF COHESIONLESS SOIL/FLY ASH.b)CONSOLIDATED UNDRAINED CONDITION.DIRECT SHEAR TEST-C&Φ OF COHESIONLESS SOIL/FLY ASH.c) CONSOLIDATED DRAINED CONDITION.TRIAXIAL SHEAR TEST-C&Φ OF COHESIVE SOIL.a)UNCONSOLIDATED UNDRAINED CONDITION.TRIAXIAL SHEAR TEST-C&Φ OF COHESIVE SOIL.b)CONSOLIDATED DRAINED CONDITION.TRIAXIAL SHEAR TEST-C&Φ OF COHESIVE SOIL.c) CONSOLIDATED DRAINED CONDITION WITH PORE PRESSURE MEASUREMENT.UNCONFINED COMPRESSIVE STRENGTH.-UCSCONSOLIDATION PROPERTIES.PERMEABILITY OF SOIL-k27 VALUE. SWELL PRESSURE OF SOIL.Test 2Select Test 3OMC-MDD-LIGHT COMPACTION.OMC-MDD-HEAVY COMPACTION.RELATIVE DENSITY.(DENSITY INDEX)STABILISED SOIL OMC-MDDLAB CBR WITHOUT SOAKINGLAB CBR-96 HR (04 DAYS) SOAKING.DIRECT SHEAR TEST-C&Φ OF COHESIONLESS SOIL/FLY ASH. a)UNCONSOLIDATED UNDRAINED CONDITION.DIRECT SHEAR TEST-C&Φ OF COHESIONLESS SOIL/FLY ASH.b)CONSOLIDATED UNDRAINED CONDITION.DIRECT SHEAR TEST-C&Φ OF COHESIONLESS SOIL/FLY ASH.c) CONSOLIDATED DRAINED CONDITION.TRIAXIAL SHEAR TEST-C&Φ OF COHESIVE SOIL.a)UNCONSOLIDATED UNDRAINED CONDITION.TRIAXIAL SHEAR TEST-C&Φ OF COHESIVE SOIL.b)CONSOLIDATED DRAINED CONDITION.TRIAXIAL SHEAR TEST-C&Φ OF COHESIVE SOIL.c) CONSOLIDATED DRAINED CONDITION WITH PORE PRESSURE MEASUREMENT.UNCONFINED COMPRESSIVE STRENGTH.-UCSCONSOLIDATION PROPERTIES.PERMEABILITY OF SOIL-k27 VALUE. SWELL PRESSURE OF SOIL.Test 1Select Test 1DETMN.OF WATER CONTENT.FIELD MOISTURE EQUIVALENT-FMELINEAR SHRINKAGE OF SOIL.IN –SITU DENSITY-SR METHOD.IN –SITU DENSITY-CORE CUTTER METHOD.DETERMINATION OF FIELD C.B.RPLATE LOAD TEST AT SITE (LOCAL).SPT FOR SOIL AT SITE UPTO 05 METRE./REFUSAL.SPT FOR SOIL AT SITE UPTO 10 METRE./REFUSAL.SPT FOR SOIL AT SITE UPTO 15 METRE./REFUSAL.SOIL BEARING CAPACITY EVALUATION.IN –SITU VANE SHEAR TEST.STATIC CONE PENETRATION TEST.SOIL RESISTIVITY AT SITEDYNAMIC CONE PENTRATION WITHOUT BENTONITE SLURRY UPTO 05 METRE /REFUSAL.FLEXURAL STRENGTH OF SOIL.COMPRESSIVE STRENGTH OF SOIL.Test 2Select Test 2DETMN.OF WATER CONTENT.FIELD MOISTURE EQUIVALENT-FMELINEAR SHRINKAGE OF SOIL.IN –SITU DENSITY-SR METHOD.IN –SITU DENSITY-CORE CUTTER METHOD.DETERMINATION OF FIELD C.B.RPLATE LOAD TEST AT SITE (LOCAL).SPT FOR SOIL AT SITE UPTO 05 METRE./REFUSAL.SPT FOR SOIL AT SITE UPTO 10 METRE./REFUSAL.SPT FOR SOIL AT SITE UPTO 15 METRE./REFUSAL.SOIL BEARING CAPACITY EVALUATION.IN –SITU VANE SHEAR TEST.STATIC CONE PENETRATION TEST.SOIL RESISTIVITY AT SITEDYNAMIC CONE PENTRATION WITHOUT BENTONITE SLURRY UPTO 05 METRE /REFUSAL.FLEXURAL STRENGTH OF SOIL.COMPRESSIVE STRENGTH OF SOIL.Test 3Select Test 3DETMN.OF WATER CONTENT.FIELD MOISTURE EQUIVALENT-FMELINEAR SHRINKAGE OF SOIL.IN –SITU DENSITY-SR METHOD.IN –SITU DENSITY-CORE CUTTER METHOD.DETERMINATION OF FIELD C.B.RPLATE LOAD TEST AT SITE (LOCAL).SPT FOR SOIL AT SITE UPTO 05 METRE./REFUSAL.SPT FOR SOIL AT SITE UPTO 10 METRE./REFUSAL.SPT FOR SOIL AT SITE UPTO 15 METRE./REFUSAL.SOIL BEARING CAPACITY EVALUATION.IN –SITU VANE SHEAR TEST.STATIC CONE PENETRATION TEST.SOIL RESISTIVITY AT SITEDYNAMIC CONE PENTRATION WITHOUT BENTONITE SLURRY UPTO 05 METRE /REFUSAL.FLEXURAL STRENGTH OF SOIL.COMPRESSIVE STRENGTH OF SOIL.Test 1Select Test 1SPECIFIC GRAVITY.PLASTICITY OF FLY ASH.OMC-MDD –PROCTOR METHOD.DIRECT SHEAR TEST C& Φ COMPRESSION INDEX CCCOEFFICIENT OF CONSOLIDATION CVCOEFFICIENT OF UNIFORMITY. CUCLAY-SILT,SAND & GRAVELSSOLUBLE SULPHATE CONTENT.PLASTICITY INDEX.MOISTURE CONTENT.DELETERIOUS CONTENT.ELECTRICAL RESISTIVITY.PERMEABILITY COEFFICIENT.pH VALUE OF FLY ASH.Test 2Select Test 2SPECIFIC GRAVITY.PLASTICITY OF FLY ASH.OMC-MDD –PROCTOR METHOD.DIRECT SHEAR TEST C& Φ COMPRESSION INDEX CCCOEFFICIENT OF CONSOLIDATION CVCOEFFICIENT OF UNIFORMITY. CUCLAY-SILT,SAND & GRAVELSSOLUBLE SULPHATE CONTENT.PLASTICITY INDEX.MOISTURE CONTENT.DELETERIOUS CONTENT.ELECTRICAL RESISTIVITY.PERMEABILITY COEFFICIENT.pH VALUE OF FLY ASH.Test 3Select Test 3SPECIFIC GRAVITY.PLASTICITY OF FLY ASH.OMC-MDD –PROCTOR METHOD.DIRECT SHEAR TEST C& Φ COMPRESSION INDEX CCCOEFFICIENT OF CONSOLIDATION CVCOEFFICIENT OF UNIFORMITY. CUCLAY-SILT,SAND & GRAVELSSOLUBLE SULPHATE CONTENT.PLASTICITY INDEX.MOISTURE CONTENT.DELETERIOUS CONTENT.ELECTRICAL RESISTIVITY.PERMEABILITY COEFFICIENT.pH VALUE OF FLY ASH.Test 1Select Test 1DETERMINATION OF pH VALUE AT 27° C.DETERMINATION OF LIMITS OF ACIDITY.DETERMINATION OF LIMITS OF ALKALINITY.TOTAL DISSOLVED SOLIDS.TOTAL SUSPENDED SOLIDS.TOTAL SETTLEABLE SOLIDS.ORGANIC SOLIDS.IN- ORGANIC SOLIDS.SULPHATES AS- SO4CHLORIDES AS -CLDETERMINATION OF TURBIDITY.TOTAL HARDNESS.IRON AS -FeFLOURIDE AS -FRESIDUAL FREE CHLORINE.CALCIUM AS -CaMAGNESIUM AS -MgNITRATE AS –No3DISSOLVED OXYGENCONDUCTIVITY AT 25°CTEST FOR SODIUM AS Na+TEST FOR POTASSIUM K+SPECIFIC GRAVITY OF WATERHYDROXIDE ALKALINITY.CARBONATE ALKALINITY.BI-CARBONATE ALKALINITY.TOTAL ALKALINITY.SILICA IN WATER.SALINITY OF WATER.CARBONATE HARDNESS.MANGANESE AS -Mn TEST FOR COROSIVITY.TEST FOR OXIDIZABLE MATTER.DETERMINATION OF NON VOLATILE RESIDUE.COLOUR RETENTION TEST.BICARBONATE AS –HCo3Test 2Select Test 2DETERMINATION OF pH VALUE AT 27° C.DETERMINATION OF LIMITS OF ACIDITY.DETERMINATION OF LIMITS OF ALKALINITY.TOTAL DISSOLVED SOLIDS.TOTAL SUSPENDED SOLIDS.TOTAL SETTLEABLE SOLIDS.ORGANIC SOLIDS.IN- ORGANIC SOLIDS.SULPHATES AS- SO4CHLORIDES AS -CLDETERMINATION OF TURBIDITY.TOTAL HARDNESS.IRON AS -FeFLOURIDE AS -FRESIDUAL FREE CHLORINE.CALCIUM AS -CaMAGNESIUM AS -MgNITRATE AS –No3DISSOLVED OXYGENCONDUCTIVITY AT 25°CTEST FOR SODIUM AS Na+TEST FOR POTASSIUM K+SPECIFIC GRAVITY OF WATERHYDROXIDE ALKALINITY.CARBONATE ALKALINITY.BI-CARBONATE ALKALINITY.TOTAL ALKALINITY.SILICA IN WATER.SALINITY OF WATER.CARBONATE HARDNESS.MANGANESE AS -Mn TEST FOR COROSIVITY.TEST FOR OXIDIZABLE MATTER.DETERMINATION OF NON VOLATILE RESIDUE.COLOUR RETENTION TEST.BICARBONATE AS –HCo3Test 3Select Test 3DETERMINATION OF pH VALUE AT 27° C.DETERMINATION OF LIMITS OF ACIDITY.DETERMINATION OF LIMITS OF ALKALINITY.TOTAL DISSOLVED SOLIDS.TOTAL SUSPENDED SOLIDS.TOTAL SETTLEABLE SOLIDS.ORGANIC SOLIDS.IN- ORGANIC SOLIDS.SULPHATES AS- SO4CHLORIDES AS -CLDETERMINATION OF TURBIDITY.TOTAL HARDNESS.IRON AS -FeFLOURIDE AS -FRESIDUAL FREE CHLORINE.CALCIUM AS -CaMAGNESIUM AS -MgNITRATE AS –No3DISSOLVED OXYGENCONDUCTIVITY AT 25°CTEST FOR SODIUM AS Na+TEST FOR POTASSIUM K+SPECIFIC GRAVITY OF WATERHYDROXIDE ALKALINITY.CARBONATE ALKALINITY.BI-CARBONATE ALKALINITY.TOTAL ALKALINITY.SILICA IN WATER.SALINITY OF WATER.CARBONATE HARDNESS.MANGANESE AS -Mn TEST FOR COROSIVITY.TEST FOR OXIDIZABLE MATTER.DETERMINATION OF NON VOLATILE RESIDUE.COLOUR RETENTION TEST.BICARBONATE AS –HCo3Test 1Select Test 1SIEVE ANALYSIS FINENESS MODULUS & GRADATION CURVE.MATERIAL FINER THAN 75µFLAKINESS & ELONGATION INDEX.DETERMINATION OF ANGULARITY NUMBER.BULK DENSITY & VOIDS.DETERMINATION OF ORGANIC IMPURITIES.DETERMINATION OF CLAY SILT & DUST.DETERMINATION OF DELETERIOUS MATERIALCOAL,LIGNITE,LIGHT WEIGHT, SOFT PARTICLES, CLAY, FINE SILT & DUST, SOFT FRAGMENTS, SHALE AND ORGANIC IMPURITIES.SP.GRAVITY AND WATER ABSORPTIONDETERMINATION OF MOISTURE CONTENT.AGGREGATE IMPACT VALUE-AIVAGGREGATE ABRASION VALUE-AAV-(LA).AGGREGATE CRUSHING VALUE-ACVTEN PERCENT FINES VALUE-TFVPOLISHED STONE VALUE-PSV.TEST CHARACTERISTICS/PROPERTIES & PARAMETERS.SOUNDNESS WITH Na2SO4-05 CYCLES.SOUNDNESS WITH Mg2SO4-05 CYCLES.MORTAR MAKING PROPERTIES. ALKALI-AGGREGATE REACTIVITY-CHEM METHOD.ALKALI-AGGREGATE REACTION-MORTAR BAR METHOD.PETROGRAPHIC EXAMINATION.DETERMINATION OF CL CONTENT.DETERMINATION OF (S04) CONTENT.STRIPPING VALUE RETAINED COATING.CRUSHABILITY INDEX/CRUSHING STRENGTHDETERMINATION OF GRINDABILITY INDEXCOMPRESSIVE STRENGTH OF ROCK STONE.CRUSHING RECOVERY OF STONE BOULDERSPERCENTAGE FRACTURED FACESTest 2Select Test 2SIEVE ANALYSIS FINENESS MODULUS & GRADATION CURVE.MATERIAL FINER THAN 75µFLAKINESS & ELONGATION INDEX.DETERMINATION OF ANGULARITY NUMBER.BULK DENSITY & VOIDS.DETERMINATION OF ORGANIC IMPURITIES.DETERMINATION OF CLAY SILT & DUST.DETERMINATION OF DELETERIOUS MATERIALCOAL,LIGNITE,LIGHT WEIGHT, SOFT PARTICLES, CLAY, FINE SILT & DUST, SOFT FRAGMENTS, SHALE AND ORGANIC IMPURITIES.SP.GRAVITY AND WATER ABSORPTIONDETERMINATION OF MOISTURE CONTENT.AGGREGATE IMPACT VALUE-AIVAGGREGATE ABRASION VALUE-AAV-(LA).AGGREGATE CRUSHING VALUE-ACVTEN PERCENT FINES VALUE-TFVPOLISHED STONE VALUE-PSV.TEST CHARACTERISTICS/PROPERTIES & PARAMETERS.SOUNDNESS WITH Na2SO4-05 CYCLES.SOUNDNESS WITH Mg2SO4-05 CYCLES.MORTAR MAKING PROPERTIES. ALKALI-AGGREGATE REACTIVITY-CHEM METHOD.ALKALI-AGGREGATE REACTION-MORTAR BAR METHOD.PETROGRAPHIC EXAMINATION.DETERMINATION OF CL CONTENT.DETERMINATION OF (S04) CONTENT.STRIPPING VALUE RETAINED COATING.CRUSHABILITY INDEX/CRUSHING STRENGTHDETERMINATION OF GRINDABILITY INDEXCOMPRESSIVE STRENGTH OF ROCK STONE.CRUSHING RECOVERY OF STONE BOULDERSPERCENTAGE FRACTURED FACESTest 3Select Test 3SIEVE ANALYSIS FINENESS MODULUS & GRADATION CURVE.MATERIAL FINER THAN 75µFLAKINESS & ELONGATION INDEX.DETERMINATION OF ANGULARITY NUMBER.BULK DENSITY & VOIDS.DETERMINATION OF ORGANIC IMPURITIES.DETERMINATION OF CLAY SILT & DUST.DETERMINATION OF DELETERIOUS MATERIALCOAL,LIGNITE,LIGHT WEIGHT, SOFT PARTICLES, CLAY, FINE SILT & DUST, SOFT FRAGMENTS, SHALE AND ORGANIC IMPURITIES.SP.GRAVITY AND WATER ABSORPTIONDETERMINATION OF MOISTURE CONTENT.AGGREGATE IMPACT VALUE-AIVAGGREGATE ABRASION VALUE-AAV-(LA).AGGREGATE CRUSHING VALUE-ACVTEN PERCENT FINES VALUE-TFVPOLISHED STONE VALUE-PSV.TEST CHARACTERISTICS/PROPERTIES & PARAMETERS.SOUNDNESS WITH Na2SO4-05 CYCLES.SOUNDNESS WITH Mg2SO4-05 CYCLES.MORTAR MAKING PROPERTIES. ALKALI-AGGREGATE REACTIVITY-CHEM METHOD.ALKALI-AGGREGATE REACTION-MORTAR BAR METHOD.PETROGRAPHIC EXAMINATION.DETERMINATION OF CL CONTENT.DETERMINATION OF (S04) CONTENT.STRIPPING VALUE RETAINED COATING.CRUSHABILITY INDEX/CRUSHING STRENGTHDETERMINATION OF GRINDABILITY INDEXCOMPRESSIVE STRENGTH OF ROCK STONE.CRUSHING RECOVERY OF STONE BOULDERSPERCENTAGE FRACTURED FACESTest 1Select Test 1DETERMINATION OF CONSISTENCY.INITIAL SETTING TIME-IST.FINAL SETTING TIME-FSTFINENESS BY DRY SIEVING.FINENESS BY WET SIEVING.FINENESS BY BLAINS AIR PERMEABILITY METHOD.SOUNDNESS BY LE-CHATELIERSOUNDNESS BY AUTOCLAVEDETERMINATION OF DENSITY AT 27°CDETERMINATION OF FALSE SETDETERMINATION OF WATER RETENTIVITY.DETERMINATION OF DRYING SHRINKAGE.DETERMINATION OF HEAT OF HYDRATIONDETERMINATION OF AIR CONTENT.COMP.STRENGTH 72±1 HOURCOMP.STRENGTH 168±2 HOURCOMP.STRENGTH 672±4 HOURTest 2Select Test 2DETERMINATION OF CONSISTENCY.INITIAL SETTING TIME-IST.FINAL SETTING TIME-FSTFINENESS BY DRY SIEVING.FINENESS BY WET SIEVING.FINENESS BY BLAINS AIR PERMEABILITY METHOD.SOUNDNESS BY LE-CHATELIERSOUNDNESS BY AUTOCLAVEDETERMINATION OF DENSITY AT 27°CDETERMINATION OF FALSE SETDETERMINATION OF WATER RETENTIVITY.DETERMINATION OF DRYING SHRINKAGE.DETERMINATION OF HEAT OF HYDRATIONDETERMINATION OF AIR CONTENT.COMP.STRENGTH 72±1 HOURCOMP.STRENGTH 168±2 HOURCOMP.STRENGTH 672±4 HOURTest 3Select Test 3DETERMINATION OF CONSISTENCY.INITIAL SETTING TIME-IST.FINAL SETTING TIME-FSTFINENESS BY DRY SIEVING.FINENESS BY WET SIEVING.FINENESS BY BLAINS AIR PERMEABILITY METHOD.SOUNDNESS BY LE-CHATELIERSOUNDNESS BY AUTOCLAVEDETERMINATION OF DENSITY AT 27°CDETERMINATION OF FALSE SETDETERMINATION OF WATER RETENTIVITY.DETERMINATION OF DRYING SHRINKAGE.DETERMINATION OF HEAT OF HYDRATIONDETERMINATION OF AIR CONTENT.COMP.STRENGTH 72±1 HOURCOMP.STRENGTH 168±2 HOURCOMP.STRENGTH 672±4 HOURTest 1Select Test 1DETERMINATION OF INSOLUBLE RESIDUE.DETERMINATION OF LOSS ON IGNITIONDETERMINATION OF INSOLUBLE MATERIAL.CALCIUM OXIDE AS CaOSILICA AS SiO2ALUMINA AS Al2O3IRON AS Fe2O3MAGNESIA AS MgOTOTAL SULPHUR AS SO3TRICALCIUM ALUMINATE AS C3ALIME SATURATION FACTOR-LSFCHLORIDE CONTENT AS ClTOTAL ALKALI AS Na2OWATER SOLUBLE ALKALIDETERMINATION OF FREE LIMETEST FOR POZZOLANICITYSTAINING TEST-MASONRY CEMENT.DETERMINATION OF LIME REACTIVITY.Test 2Select Test 2DETERMINATION OF INSOLUBLE RESIDUE.DETERMINATION OF LOSS ON IGNITIONDETERMINATION OF INSOLUBLE MATERIAL.CALCIUM OXIDE AS CaOSILICA AS SiO2ALUMINA AS Al2O3IRON AS Fe2O3MAGNESIA AS MgOTOTAL SULPHUR AS SO3TRICALCIUM ALUMINATE AS C3ALIME SATURATION FACTOR-LSFCHLORIDE CONTENT AS ClTOTAL ALKALI AS Na2OWATER SOLUBLE ALKALIDETERMINATION OF FREE LIMETEST FOR POZZOLANICITYSTAINING TEST-MASONRY CEMENT.DETERMINATION OF LIME REACTIVITY.Test 3Select Test 3DETERMINATION OF INSOLUBLE RESIDUE.DETERMINATION OF LOSS ON IGNITIONDETERMINATION OF INSOLUBLE MATERIAL.CALCIUM OXIDE AS CaOSILICA AS SiO2ALUMINA AS Al2O3IRON AS Fe2O3MAGNESIA AS MgOTOTAL SULPHUR AS SO3TRICALCIUM ALUMINATE AS C3ALIME SATURATION FACTOR-LSFCHLORIDE CONTENT AS ClTOTAL ALKALI AS Na2OWATER SOLUBLE ALKALIDETERMINATION OF FREE LIMETEST FOR POZZOLANICITYSTAINING TEST-MASONRY CEMENT.DETERMINATION OF LIME REACTIVITY.Test 1Select Test 1DRY MATERIAL CONTENT..DETERMINATION OF ASH CONTENT.RELATIVE DENSITY AT 27°C.CHLORIDE ION CONTENT.pH VALUE AT 27°C.TEST FOR WATER CONTENT.TEST FOR WORKABILITY.DETERMINATION OF FLOW OF CONTENT.TEST FOR TIME OF SETTING.COMP.STRENGTH OF CONTROLFLEXURAL STRENGTH OF CONTROL.LENGTH CHANGE % CONTROLBLEEDING % OVER CONTROL. LOSS OF WORKABILITY.AIR CONTENT % OF CONTROL.RELATIVE WATER CONTENT.DRYING SHRINKAGE TEST. GENERIC TYPE-CONSTITUENTS.Test 2Select Test 2DRY MATERIAL CONTENT..DETERMINATION OF ASH CONTENT.RELATIVE DENSITY AT 27°C.CHLORIDE ION CONTENT.pH VALUE AT 27°C.TEST FOR WATER CONTENT.TEST FOR WORKABILITY.DETERMINATION OF FLOW OF CONTENT.TEST FOR TIME OF SETTING.COMP.STRENGTH OF CONTROLFLEXURAL STRENGTH OF CONTROL.LENGTH CHANGE % CONTROLBLEEDING % OVER CONTROL. LOSS OF WORKABILITY.AIR CONTENT % OF CONTROL.RELATIVE WATER CONTENT.DRYING SHRINKAGE TEST. GENERIC TYPE-CONSTITUENTS.Test 3Select Test 3DRY MATERIAL CONTENT..DETERMINATION OF ASH CONTENT.RELATIVE DENSITY AT 27°C.CHLORIDE ION CONTENT.pH VALUE AT 27°C.TEST FOR WATER CONTENT.TEST FOR WORKABILITY.DETERMINATION OF FLOW OF CONTENT.TEST FOR TIME OF SETTING.COMP.STRENGTH OF CONTROLFLEXURAL STRENGTH OF CONTROL.LENGTH CHANGE % CONTROLBLEEDING % OVER CONTROL. LOSS OF WORKABILITY.AIR CONTENT % OF CONTROL.RELATIVE WATER CONTENT.DRYING SHRINKAGE TEST. GENERIC TYPE-CONSTITUENTS.Test 1Select Test 1SPECIFIC GRAVITY AT 27°C.SURFACE DRYING TIMEWATER RETENTION TEST.CURING EFFICIENCY.REFLECTANCE TEST-TYPE 2LONG-TERM SETTING TEST.NON-FLATILE CONTENT TEST.FLASH POINT TEST.VOC CONTENT TEST.pH VALUE AT 27°C.PERCENTAGE SOLIDS BY MASS.VISCOSITY/CONSISTENCYTest 2Select Test 2SPECIFIC GRAVITY AT 27°C.SURFACE DRYING TIMEWATER RETENTION TEST.CURING EFFICIENCY.REFLECTANCE TEST-TYPE 2LONG-TERM SETTING TEST.NON-FLATILE CONTENT TEST.FLASH POINT TEST.VOC CONTENT TEST.pH VALUE AT 27°C.PERCENTAGE SOLIDS BY MASS.VISCOSITY/CONSISTENCYTest 3Select Test 3SPECIFIC GRAVITY AT 27°C.SURFACE DRYING TIMEWATER RETENTION TEST.CURING EFFICIENCY.REFLECTANCE TEST-TYPE 2LONG-TERM SETTING TEST.NON-FLATILE CONTENT TEST.FLASH POINT TEST.VOC CONTENT TEST.pH VALUE AT 27°C.PERCENTAGE SOLIDS BY MASS.VISCOSITY/CONSISTENCYTest 1Select Test 1MASS & CROSS-SECTIONAL AREA.FAILING LOAD/BREAKING LOAD.TENSILE STRENGTH-UTS-N/SQ.MM.YIELD STRESS-YS0.2% PROOF STRESS-PSELONGATION % AT GAUGE LENGTH.BEND TEST AT 180°-STD MANDREL. REBEND TEST AT 157.5° & 135°SHEAR TEST.CHEMICAL ANALYSIS FOR C,S & PMEASUREMENT FOR BOND-TMT/TORPULL OUT TEST-BOND STRENGTH.REDUCTION IN AREA (% RA)IMPACT TEST ON SPECIMEN.MICROSTRUCTURE OF TMT BARDEFECT INVESTIGATION ANALYSIS.MEASUREMENT COATING THICKNESSCONTINUITY OF COATING.ADHESION OF COATING.KNOOP HARDNESS ON BARASSESSMENT OF DAMAGE AREA.ORGANIC COATING MATERIAL TEST.Test 2Select Test 2MASS & CROSS-SECTIONAL AREA.FAILING LOAD/BREAKING LOAD.TENSILE STRENGTH-UTS-N/SQ.MM.YIELD STRESS-YS0.2% PROOF STRESS-PSELONGATION % AT GAUGE LENGTH.BEND TEST AT 180°-STD MANDREL. REBEND TEST AT 157.5° & 135°SHEAR TEST.CHEMICAL ANALYSIS FOR C,S & PMEASUREMENT FOR BOND-TMT/TORPULL OUT TEST-BOND STRENGTH.REDUCTION IN AREA (% RA)IMPACT TEST ON SPECIMEN.MICROSTRUCTURE OF TMT BARDEFECT INVESTIGATION ANALYSIS.MEASUREMENT COATING THICKNESSCONTINUITY OF COATING.ADHESION OF COATING.KNOOP HARDNESS ON BARASSESSMENT OF DAMAGE AREA.ORGANIC COATING MATERIAL TEST.Test 3Select Test 3MASS & CROSS-SECTIONAL AREA.FAILING LOAD/BREAKING LOAD.TENSILE STRENGTH-UTS-N/SQ.MM.YIELD STRESS-YS0.2% PROOF STRESS-PSELONGATION % AT GAUGE LENGTH.BEND TEST AT 180°-STD MANDREL. REBEND TEST AT 157.5° & 135°SHEAR TEST.CHEMICAL ANALYSIS FOR C,S & PMEASUREMENT FOR BOND-TMT/TORPULL OUT TEST-BOND STRENGTH.REDUCTION IN AREA (% RA)IMPACT TEST ON SPECIMEN.MICROSTRUCTURE OF TMT BARDEFECT INVESTIGATION ANALYSIS.MEASUREMENT COATING THICKNESSCONTINUITY OF COATING.ADHESION OF COATING.KNOOP HARDNESS ON BARASSESSMENT OF DAMAGE AREA.ORGANIC COATING MATERIAL TEST.Test 1Select Test 1MASS, AREA, LAY LENGTH & DIAMETREBREAKING STRENGTH OF STRAND0.2% PROOF LOAD OF STRANDPERCENTAGE ELONGATION AT 10% LOADCHEMICAL ANALYSIS-S&P100 HOUR RELAXATION TEST.Test 2Select Test 2MASS, AREA, LAY LENGTH & DIAMETREBREAKING STRENGTH OF STRAND0.2% PROOF LOAD OF STRANDPERCENTAGE ELONGATION AT 10% LOADCHEMICAL ANALYSIS-S&P100 HOUR RELAXATION TEST.Test 3Select Test 3MASS, AREA, LAY LENGTH & DIAMETREBREAKING STRENGTH OF STRAND0.2% PROOF LOAD OF STRANDPERCENTAGE ELONGATION AT 10% LOADCHEMICAL ANALYSIS-S&P100 HOUR RELAXATION TEST.Test 1Select Test 1DIMENSION & SIZE.TENSILE STRENGTH-UTSMATERIAL COMPOSITION.BEND TEST AT 90°GALVANISED COATING TESTELECTRO- GALVANISED COATING TEST.Test 2Select Test 2DIMENSION & SIZE.TENSILE STRENGTH-UTSMATERIAL COMPOSITION.BEND TEST AT 90°GALVANISED COATING TESTELECTRO- GALVANISED COATING TEST.Test 3Select Test 3DIMENSION & SIZE.TENSILE STRENGTH-UTSMATERIAL COMPOSITION.BEND TEST AT 90°GALVANISED COATING TESTELECTRO- GALVANISED COATING TEST.Test 1Select Test 1MATERIAL-CHEMICAL COMPOSITION.QUALITY OF STEEL.DIMENSIONS MESH SIZE.CALCULATION OF MASS.MECHANICAL PROPERTIESELONGATION AFTER FRACTURE.(8D)PROOF STRESS/YIELD STRESSULTIMATE TENSILE STRESS (U.T.S).BEND-REVERSE BEND ON MANDREL.Test 2Select Test 1MATERIAL-CHEMICAL COMPOSITION.QUALITY OF STEEL.DIMENSIONS MESH SIZE.CALCULATION OF MASS.MECHANICAL PROPERTIESELONGATION AFTER FRACTURE.(8D)PROOF STRESS/YIELD STRESSULTIMATE TENSILE STRESS (U.T.S).BEND-REVERSE BEND ON MANDREL.Test 3Select Test 1MATERIAL-CHEMICAL COMPOSITION.QUALITY OF STEEL.DIMENSIONS MESH SIZE.CALCULATION OF MASS.MECHANICAL PROPERTIESELONGATION AFTER FRACTURE.(8D)PROOF STRESS/YIELD STRESSULTIMATE TENSILE STRESS (U.T.S).BEND-REVERSE BEND ON MANDREL.Test 1Select Test 1DIMENSION MASS & AREA.TENSILE STRENGTH.YIELD STRESS.PERCENTAGE ELONGATION.REDUCTION IN AREA.BEND TEST ON SPECIMEN AT 180°CHARPY V-NOTCH IMPACT TEST.CHEMICAL TEST-C,Si,Mn, S,P &CEMICRO-ALLOYING ELEMENTS-Ni, Cr & CuGROOVE CRACKABILITY TEST.HARDNESS TEST ON SPECIMENMASS/THICKNESS OF ZINC COATING.Test 2Select Test 2DIMENSION MASS & AREA.TENSILE STRENGTH.YIELD STRESS.PERCENTAGE ELONGATION.REDUCTION IN AREA.BEND TEST ON SPECIMEN AT 180°CHARPY V-NOTCH IMPACT TEST.CHEMICAL TEST-C,Si,Mn, S,P &CEMICRO-ALLOYING ELEMENTS-Ni, Cr & CuGROOVE CRACKABILITY TEST.HARDNESS TEST ON SPECIMENMASS/THICKNESS OF ZINC COATING.Test 3Select Test 3DIMENSION MASS & AREA.TENSILE STRENGTH.YIELD STRESS.PERCENTAGE ELONGATION.REDUCTION IN AREA.BEND TEST ON SPECIMEN AT 180°CHARPY V-NOTCH IMPACT TEST.CHEMICAL TEST-C,Si,Mn, S,P &CEMICRO-ALLOYING ELEMENTS-Ni, Cr & CuGROOVE CRACKABILITY TEST.HARDNESS TEST ON SPECIMENMASS/THICKNESS OF ZINC COATING.SubtotalGST (18%) * Required
