| 4141 |
National Test House (NWR), Jaipur
| IS 516 : Part 1 : Sec 1 (2021) - Hardened concrete methods of test part 1 testing of strength of hardened concrete section 1 compressive,flexucal and split tensile strength (First Revision) |
Hardened concrete methods of test part 1 testing of strength of hardened concrete section 1 compressive,flexucal and split tensile strength (First Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
No Record Found
|
|
| 4142 |
National Test House (NER), Guwahati
| IS 2062 Part 1 (2025) - Structural Steel - Part 1 - Hot Rolled Medium and High tensile Steel |
Structural Steel - Part 1 - Hot Rolled Medium and High tensile Steel |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 11 (Bend Test - IS 1599: 2019.) |
1500.0 |
|
| 10 (% Elongation - IS 1608 (Part 1): 2022.) |
1000.0 |
|
| 10 (Yield Stress - - IS 1608 (Part 1): 2022.) |
1000.0 |
|
| 10 (Tensile Strength - IS 1608 (Part 1): 2022) |
1000.0 |
|
| 8.2 (Carbon) |
500.0 |
|
| 8.2 (Sulphur) |
500.0 |
|
| 8.2 (Phosphorus) |
500.0 |
|
| 8.2 (Manganese) |
500.0 |
|
| 8.2 (Silicon) |
500.0 |
|
| 8.2 (Carbon Equivalent (CE), %.) |
2000.0 |
|
|
| 4143 |
National Test House (ER), Kolkata
| IS 277 (2018) - Galvanized steel strips and sheets (Plain And Corrugated) - Specification (Seventh Revision) |
Galvanized steel strips and sheets (Plain And Corrugated) - Specification (Seventh Revision) |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 15 (Dimensions of Corrugated sheet) |
1000.0 |
|
| 13 (Mass Test) |
1000.0 |
|
| 8.1 (Erischen cupping test) |
1000.0 |
|
| 8.2 (Bend Test) |
1000.0 |
|
| 8.1 (Percentage Elongation, %) |
1000.0 |
|
| 8.1 (Yield Strength, MPa) |
1000.0 |
|
| 8.1 (Tensile strength, MPa) |
1000.0 |
|
| 8.1 (Mass of Zn coating) |
2000.0 |
|
| 8.1 (Uniformity of Zn coating) |
1000.0 |
|
| 0 (Thickness of Paint coating at side 1) |
1000.0 |
|
| 0 (Thickness of Paint coating at side 2) |
1000.0 |
|
| 0 (Base metal thickness, mm) |
1000.0 |
|
|
| 4144 |
National Test House (NWR), Jaipur
| # IS 15477 - Adhesives for Use with Ceramic, Mosaic and Stone Tiles |
Adhesives for Use with Ceramic, Mosaic and Stone Tiles |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5.3 (Open time-Annex C of IS 15477:2019) |
2000.0 |
|
| 5.4 (Adjustment Time-Annex D of IS 15477:2019) |
2000.0 |
|
| 5.5 (Slip Resistance (For vertical application only)-Annex E of IS 15477:2019) |
3000.0 |
|
| 5.1, Table 1, Sl No (i)-(a) (Tensile adhesion Strength(Dry Condition)-Annex A of IS 15477:2019) |
3000.0 |
|
| 5.1, Table 1, Sl No (i)-(b) (Tensile adhesion Strength (Wet Condition)-Annex A of IS 15477:2019) |
3000.0 |
|
| 5.2, Table 1, Sl No (ii)-(a) (Shear adhesion Strength-(Dry Condition)-Annex B of IS 15477:2019) |
3000.0 |
|
| 5.2, Table 1, Sl No (ii)-(c) (Shear adhesion Strength, (Wet condition)-Annex B of IS 15477:2019) |
3000.0 |
|
| 5.2, Table 1, Sl No (ii)-(b) (Shear adhesion Strength, (Heat aging condition)-Annex B of IS 15477:2019) |
3000.0 |
|
| 5.6 (Deformability (for Vertical Application only)-Annex F of IS 15477:2019) |
3000.0 |
|
|
| 4145 |
National Test House (NWR), Jaipur
| FCO -1985 (1985) - The Fertiliser (Control) Order 1985 (as amended upto Nov 2023) |
The Fertiliser (Control) Order 1985 (as amended upto Nov 2023) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| Schedule I Part A (Moisture) |
1000.0 |
|
| Schedule I Part A (Water soluble phosphates (as P2O5)) |
1000.0 |
|
| Schedule I Part A (Free phosphoric acid (as P 2O5)) |
1000.0 |
|
| Schedule I Part A (Available Phosphorous percent by weight) |
1000.0 |
|
| Schedule I Part A (Sulphur (as S)) |
1000.0 |
|
| Schedule I Part A (Particle size – Not less than 90 per cent of the material shall pass through 4 mm IS sieve and be retained on 1 mm IS sieve and not more than 5 per cent shall be below 1 mm IS sieve.) |
1000.0 |
|
| Schedule I Part A (Magnesium as MgO) |
1000.0 |
|
| Schedule I Part A (Matter insoluble in water) |
1000.0 |
|
| Schedule I Part A (Moisture) |
1000.0 |
|
| Schedule I Part A (Nitrate nitrogen) |
1000.0 |
|
| Schedule I Part A (Sodium (as Na) (On dry basis)) |
1000.0 |
|
| Schedule I Part A (Sodium (as NaCl) on dry basis) |
1000.0 |
|
| Schedule I Part A (Sulphate Sulphur percent by weight) |
1000.0 |
|
| Schedule I Part A (Total chloride (as Cl)(on dry basis)) |
1000.0 |
|
| Schedule I Part A (Total nitrogen) |
1000.0 |
|
| Schedule I Part A (Water Soluble Potassium (as K2O)) |
1000.0 |
|
| Schedule I Part A (Water Soluble Phosphorous (as P2O5)) |
1000.0 |
|
| Schedule I Part A (Ammoniacal nitrogen) |
1000.0 |
|
| Schedule I Part A (Matter insoluble in water) |
1000.0 |
|
| Schedule I Part A (Sodium (as Na) (On dry basis)) |
1000.0 |
|
| Schedule I Part A (Specific gravity (kg/l)) |
1000.0 |
|
| Schedule I Part A (Total chloride (as Cl)(on dry basis)) |
1000.0 |
|
| Schedule I Part A (pH) |
1000.0 |
|
| Schedule I Part A (Available Phosphorous (as P2O5)) |
1000.0 |
|
| Schedule I Part A (Boron (as B)) |
1000.0 |
|
| Schedule I Part A (Sulphur (as S)) |
1000.0 |
|
| Schedule I Part A (Free phosphoric acid (as P 2O5)) |
1000.0 |
|
| Schedule I Part A (Lead (as Pb) percent by weight) |
1000.0 |
|
| Schedule I Part A (Moisture percent by weight) |
1200.0 |
|
| Schedule I Part A (pH) |
1000.0 |
|
| Schedule I Part A (Sulphate Sulphur (as S)) |
1000.0 |
|
| Schedule I Part A (Water Soluble Phosphorous percent by weight) |
1200.0 |
|
| Schedule I Part A (Water Soluble Potassium percent by weight) |
1200.0 |
|
| Schedule I Part A (Zinc (as Zn) percent by weight) |
1000.0 |
|
| Schedule I Part A (Water soluble calcium (as Ca)) |
1000.0 |
|
| Schedule I Part A (Particle size – Not less than 90 per cent of the material shall pass through 4 mm IS sieve and retained on 1mm IS sieve.) |
1000.0 |
|
| Schedule I Part A (Appearance – Free flowing crystalline / powder) |
1000.0 |
|
| Schedule I Part A (Arsenic (as As)) |
1000.0 |
|
| Schedule I Part A (Boron (as B)) |
1000.0 |
|
| Schedule I Part A (Cadmium (as Cd)) |
1000.0 |
|
| Schedule I Part A (Iron content (expressed as Fe) in the form of Fe-EDTA) |
1000.0 |
|
| Schedule I Part A (Lead (as Pb)) |
1000.0 |
|
| Schedule I Part A (Magnesium (as Mg)) |
1000.0 |
|
| Schedule I Part A (Matter insoluble in water) |
1000.0 |
|
| Schedule I Part A (Molybdenum (as Mo)) |
1000.0 |
|
| Schedule I Part A (pH (5 % solution)) |
1000.0 |
|
| Schedule I Part A (Specific gravity (at 15 deg C)) |
1000.0 |
|
| Schedule I Part A (Sulphate Sulphur percent by weight) |
1000.0 |
|
| Schedule I Part A (Zinc (as Zn)) |
1000.0 |
|
| Schedule I Part A (Zinc content (Expressed as Zn) in the form of Zn-EDTA) |
1000.0 |
|
| Schedule I Part A (Moisture) |
1000.0 |
|
| Schedule I Part A (Available Phosphorous (as P2O5)) |
1000.0 |
|
| Schedule I Part A (Ammoniacal nitrogen) |
1000.0 |
|
| Schedule I Part A (Nitrogen in ammoniacal form) |
1000.0 |
|
| Schedule I Part A (Particle size –Not less than 80 per cent of the material shall pass through 4 mm IS sieve and be retained on 1 mm IS sieve. Not more than 10 per cent shall be below 1 mm IS sieve) |
1000.0 |
|
| Schedule I Part A (Sulphate Sulphur (as S)) |
1000.0 |
|
| Schedule I Part A (Total Elemental Sulphur (as S)) |
1000.0 |
|
| Schedule I Part A (Nitrogen in ammoniacal form) |
1000.0 |
|
| Schedule I Part A (Total Nitrogen (ammoniacal and urea)) |
1000.0 |
|
| Schedule I Part A (Water soluble phosphates (as P2O5)) |
1000.0 |
|
| Schedule I Part A (Ammoniacal nitrogen) |
1000.0 |
|
| Schedule I Part A (Available Phosphorous (as P2O5)) |
1000.0 |
|
| Schedule I Part A (Moisture) |
1000.0 |
|
| Schedule I Part A (Particle size – Not less than 90 per cent of the material shall pass through 4 mm IS sieve and retained on 1mm IS sieve.) |
1000.0 |
|
| Schedule I Part A (Sulphate Sulphur (as S)) |
1000.0 |
|
| Schedule I Part A (Total Nitrogen (ammoniacal and nitrate)) |
1000.0 |
|
| Schedule I Part A (Total Nitrogen (ammoniacal and urea)) |
1000.0 |
|
| Schedule I Part A (Water Soluble Potassium percent by weight) |
1200.0 |
|
| Schedule I Part A (Water Soluble Phosphorous (as P2O5)) |
1000.0 |
|
| Schedule I Part A (Free acidity (as H2SO4)(0.04 for material obtained from by-product ammonia and by-product gypsum)) |
1000.0 |
|
| Schedule I Part A (Particle size – Not less than 90 per cent of the material shall pass through 4 mm IS sieve and retained on 1mm IS sieve.) |
1000.0 |
|
| Schedule I Part A (Neem oil content soluble in Benzene,) |
1000.0 |
|
| Schedule I Part A (Sulphate Sulphur (as S)) |
1000.0 |
|
| Schedule I Part A (Calcium nitrate) |
1000.0 |
|
| Schedule I Part A (Total nitrogen) |
1000.0 |
|
| Schedule I Part A (Ammoniacal nitrogen) |
1000.0 |
|
| Schedule I Part A (Arsenic (as As)) |
1000.0 |
|
| Schedule I Part A (Biuret) |
1000.0 |
|
| Schedule I Part A (Total Elemental Sulphur (as S)) |
1000.0 |
|
| Schedule I Part A (Moisture) |
1000.0 |
|
| Schedule I Part A (Available Phosphorous (as P2O5)) |
1000.0 |
|
| Schedule I Part A (Free Phosphoric Acid (as P2O5)) |
1000.0 |
|
| Schedule I Part A (Magnesium as MgO) |
1000.0 |
|
| Schedule I Part A (Methanol insoluble matter) |
1000.0 |
|
| Schedule I Part A (Moisture) |
1000.0 |
|
| Schedule I Part A (Particle size – Not less than 90 per cent of the material shall pass through 4 mm IS sieve and retained on 1mm IS sieve.) |
1000.0 |
|
| Schedule I Part A (Polyphosphate (as P2O5)) |
1000.0 |
|
| Schedule I Part A (Specific gravity (at 15 deg C)) |
1000.0 |
|
| Schedule I Part A (Sulphate Sulphur (as S)) |
1000.0 |
|
| Schedule I Part A (Water Soluble Phosphorous (as P2O5)) |
1000.0 |
|
| Schedule I Part A (Magnesium (as MgCl2)) |
1000.0 |
|
| Schedule I Part A (Magnesium as MgO) |
1000.0 |
|
| Schedule I Part A (Moisture) |
1000.0 |
|
| Schedule I Part A (Particle size – Not less than 90 per cent of the material shall pass through 4 mm IS sieve and retained on 1mm IS sieve.) |
1000.0 |
|
| Schedule I Part A (Sodium (as NaCl) on dry basis) |
1000.0 |
|
| Schedule I Part A (Sulphate Sulphur (as S)) |
1000.0 |
|
| Schedule I Part A (Total Chloride (as Cl) percent by weight) |
1000.0 |
|
| Schedule I Part A (Water Soluble Potassium percent by weight) |
1200.0 |
|
| Schedule I Part A (Moisture) |
1000.0 |
|
| Schedule I Part A (Particle size – Not less than 90 per cent of the material shall pass through 4 mm IS sieve and retained on 1mm IS sieve.) |
1000.0 |
|
| Schedule I Part A (Total Elemental Sulphur (as S)) |
1000.0 |
|
| Schedule I Part A (Ortho Silicic [Si(OH)4], Plant available Silicon (Si) equivalent) |
1200.0 |
|
| Schedule I Part A (Copper (as Cu)) |
1000.0 |
|
| Schedule I Part A (Manganese (as Mn)) |
1000.0 |
|
| Schedule I Part A (Iron (as Fe)) |
1000.0 |
|
| PART-A (As per Annexure) |
7000.0 |
|
| Part-A (Specific Gravity) |
1000.0 |
|
| Part-A (pH (1% Solution)) |
1000.0 |
|
| Test parameters 1-3 (Test Results (as per Annexure/Form L)) |
2000.0 |
|
| Test parameters 4-6 (Test Results (as per Annexure/Form L)) |
4000.0 |
|
| Test parameters 7-above (Test Results (as per Annexure/Form L)) |
7000.0 |
|
| Custom (7-above) (Test Results (as per Annexure/Form L; Non-NABL)) |
7000.0 |
|
| Custom (1-3) (Test Results (as per Annexure/Form L; Non-NABL)) |
2000.0 |
|
| Custom (4-6) (Test Results (as per Annexure/Form L; Non-NABL)) |
4000.0 |
|
|
| 4146 |
National Test House (NWR), Jaipur
| IS 6909 (1990) - Super Sulphated cement - Specification |
Super Sulphated cement - Specification |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6.4 (Compressive strength,72±1 h) |
1000.0 |
|
| 6.4 (Compressive strength,168±2 h) |
1000.0 |
|
| 6.4 (Compressive strength,672±4 h) |
1000.0 |
|
| 6.3 (Setting time Initial) |
250.0 |
|
| 6.3 (Setting time,Final) |
250.0 |
|
| 6.2 (Soundness-Lechatlier method) |
500.0 |
|
| 6.1 (Fineness) |
1000.0 |
|
|
| 4147 |
National Test House (NER), Guwahati
| IS 455 (2015) - Portland slag cement - Specification |
Portland slag cement - Specification |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6 (Alkali content) |
1000.0 |
|
| 6 (Chloride content) |
700.0 |
|
| 6 (Loss on Ignition) |
700.0 |
|
| 6 (Sulphide Sulphur (S)) |
700.0 |
|
| 6 (Total Sulphur content calculated as sulphuric anhydride SO3) |
500.0 |
|
| 6 (Magnesia) |
700.0 |
|
| 6 (Insoluble residue) |
700.0 |
|
| 7 (28 Days Compressive strength,672±4 h) |
1000.0 |
|
| 7 (7 Days Compressive strength,168±2 h) |
1000.0 |
|
| 7 (3 Days Compressive strength,72±1 h) |
1000.0 |
|
| 7 (Setting time,Final) |
250.0 |
|
| 7 (Setting time Initial) |
250.0 |
|
| 7 (Soundness-autoclave method) |
1000.0 |
|
| 7 (Soundness-Lechatlier method) |
500.0 |
|
| 7 (Fineness) |
1000.0 |
|
|
| 4148 |
National Test House (NER), Guwahati
| IS 1065 : Part 2 (2019) - Stable bleaching powder - Specification: Part 2 treatment of water intended for drinking |
Stable bleaching powder - Specification: Part 2 treatment of water intended for drinking |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5.3 (Available Chlorine ) |
1200.0 |
|
| 5.3 (Moisture) |
1200.0 |
|
| 5.3 (Lead (as Pb)) |
1200.0 |
|
| 5.3 (Arsenic (as As)) |
1200.0 |
|
| 5.3 (Manganese (as Mn)) |
1200.0 |
|
| 5.3 (Cadmium (as Cd)) |
1200.0 |
|
| 5.3 (Selenium (as Se)) |
1200.0 |
|
|
| 4149 |
National Test House (NWR), Jaipur
| IS 16415 (2015) - Composite cement - Specification |
Composite cement - Specification |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6.1 (Magnesia) |
1200.0 |
|
| 6.1 (Loss on ignition) |
1200.0 |
|
| 6.1 (Insoluble residue) |
1200.0 |
|
| 6.1 (Total Sulphur content calculated as sulphuric anhydride(SO3)) |
1200.0 |
|
| 6.1 (Sulphide sulphur (S)) |
1200.0 |
|
| 6.1 (Chloride content) |
1200.0 |
|
|
| 4150 |
National Test House (NWR), Jaipur
| IS 12330 (1988) - Specificatioon for sulphate resisting Portland cement |
Specificatioon for sulphate resisting Portland cement |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5.5 (Compressive strength,72±1 h) |
1000.0 |
|
| 5.5 (Compressive strength,168±2 h) |
1000.0 |
|
| 5.5 (Compressive strength,672±4 h) |
1000.0 |
|
| 5.3 (Setting time Initial) |
250.0 |
|
| 5.3 (Setting time,Final) |
250.0 |
|
| 5.2 (Soundness-autoclave method) |
1000.0 |
|
| 5.2 (Soundness-Lechatlier method) |
500.0 |
|
| 5.1 (Fineness) |
1000.0 |
|
| 5.4 (Sulphate expansion) |
1500.0 |
|
| 4.1 (Total Loss on ignition) |
1000.0 |
|
| 4.1 (Ratio of percentage of lime to percentages of silica, alumina and iron oxide) |
3000.0 |
|
| 4.1 (Insoluble residue) |
1000.0 |
|
| 4.1 (Magnesia) |
1000.0 |
|
| 4.1 (Total Sulphur content calculated as sulphuric anhydride (SO3)) |
1000.0 |
|
| 4.1 (Tricalcium aluminate (C3A)) |
2000.0 |
|
| 4.1 (Tetracalcium alumino ferrite phase plus twice the tricalcium aluminate (C4AF+2C3A)) |
2000.0 |
|
|
| 4151 |
National Test House (NWR), Jaipur
| IS 8042 (2015) - White portland cement - Specification (Third Revision) |
White portland cement - Specification (Third Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6 (Compressive strength, 72±1 h [as per IS 4031 (Part 6)], MPa) |
1000.0 |
|
| 6 (Compressive strength, 168 ± 2 h [as per IS 4031 (Part 6)], MPa) |
1000.0 |
|
| 6 (Compressive strength, ,672±4 h [as per IS 4031 (Part 6)], MPa) |
1000.0 |
|
| 6 (Setting time Initial [as per IS 4031 (Part 5)], minutes) |
500.0 |
|
| 6 (Setting time Final [as per IS 4031 (Part 5)], minutes) |
500.0 |
|
| 6 (Soundness-autoclave method [as per IS 4031 (Part 3)], %) |
1000.0 |
|
| 6 (Soundness-Lechatlier method [as per IS 4031 (Part 3)], mm) |
500.0 |
|
| 6 (Fineness [as per IS 4031 (Part 2)], m^2/kg) |
1000.0 |
|
| 6 (Degree of whiteness [As per Annex B of IS 8042], Percent) |
1500.0 |
|
| 5 (Ratio of lime to silica, alumina and iron oxide (as per IS 4032)) |
1000.0 |
|
| 5 (Iron Oxide (as per IS 4032), %) |
500.0 |
|
| 5 (Insoluble Residue (as per IS 4032), %) |
500.0 |
|
| 5 (Magnesia (as per IS 4032), %) |
500.0 |
|
| 5 (Total Sulphur Content calculated as SO3 (as per IS 4032), %) |
500.0 |
|
| 5 (Loss on ignition, (as per IS 4032), %) |
500.0 |
|
| 5 (Chloride Content, (as per IS 4032), %) |
500.0 |
|
|
| 4152 |
National Test House (NWR), Jaipur
| IS 8041 (1990) - Rapid hardening portland cement - Specific4tion (Second Revision) |
Rapid hardening portland cement - Specific4tion (Second Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6.4 (Compressive strength,72±1 h) |
1000.0 |
|
| 6.4 (Compressive strength,168±2 h) |
1000.0 |
|
| 6.4 (Compressive strength,672±4 h) |
1000.0 |
|
| 6.3 (Setting time Initial) |
250.0 |
|
| 6.3 (Setting time,Final) |
250.0 |
|
| 6.2 (Soundness-Lechatlier method) |
500.0 |
|
| 6.1 (Fineness) |
1000.0 |
|
|
| 4153 |
National Test House (NWR), Jaipur
| IS 455 (2015) - Portland slag cement - Specification |
Portland slag cement - Specification |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7 (3 Days Compressive strength,72±1 h) |
1000.0 |
|
| 7 (7 Days Compressive strength,168±2 h) |
1000.0 |
|
| 7 (28 Days Compressive strength,672±4 h) |
1000.0 |
|
| 7 (Setting time Initial) |
250.0 |
|
| 7 (Setting time,Final) |
250.0 |
|
| 7 (Soundness-autoclave method) |
1000.0 |
|
| 7 (Soundness-Lechatlier method) |
500.0 |
|
| 7 (Fineness) |
1000.0 |
|
| 6 (Magnesia) |
700.0 |
|
| 6 (Total Sulphur content calculated as sulphuric anhydride SO3) |
500.0 |
|
| 6 (Sulphide Sulphur (S)) |
700.0 |
|
| 6 (Loss on Ignition) |
700.0 |
|
| 6 (Insoluble residue) |
700.0 |
|
| 6 (Chloride content) |
700.0 |
|
| 6 (Alkali content) |
1000.0 |
|
|
| 4154 |
National Test House (NWR), Jaipur
| IS 1489 : Part 2 (2015) - Portland - Pozzolana cement - Specification: Part 2 calcined clay based |
Portland - Pozzolana cement - Specification: Part 2 calcined clay based |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7, Table 2, Sl No 6 (Drying Shrinkage IS 4031(10):1988) |
1000.0 |
|
| 7, Table 2, Sl No 4c (28 Days Compressive strength, MPa- IS 4031(6):1988) |
1000.0 |
|
| 7, Table 2, Sl No 4b (7 Days Compressive strength,168±2 h, MPa- IS 4031(6):1988) |
1000.0 |
|
| 7, Table 2, Sl No 4a (3 Days Compressive strength,72±1 , MPa- IS 4031(6):1988) |
1000.0 |
|
| 7, Table 2, Sl No 3a (Setting time- Initial IS 4031(5):1988) |
250.0 |
|
| 7, Table 2, Sl No 3b (Setting time-Final, IS 4031(5):1988) |
250.0 |
|
| 7, Table 2, Sl No 2b (Soundness-autoclave method IS 4032(3):1988) |
1000.0 |
|
| 7, Table 2, Sl No 2a (Soundness-Lechatlier method IS 4032(3):1988) |
500.0 |
|
| 6, Table 1, Sl No 4 (Loss on Ignition IS 4032:1985) |
800.0 |
|
| 6, Table 1, Sl No 1 (Insoluble residue IS 4032:1985) |
800.0 |
|
| 6, Table 1, Sl No 3 (Total Sulphur content IS 4032:1985) |
800.0 |
|
| 6, Table 1, Sl No 2 (Magnesia IS 4032:1985) |
800.0 |
|
| 6, Table 1, Sl No 5 (Chloride content IS 4032:1985) |
800.0 |
|
| 6, Table 1, Sl No 6 (Alkali content IS 4032:1985) |
2000.0 |
|
|
| 4155 |
National Test House (NWR), Jaipur
| IS 1489 (Part 1) (2015) - Portland pozzolana cement - Specification: Part 1 fly Ash Based |
Portland pozzolana cement - Specification: Part 1 fly Ash Based |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7, Table 2, Sl No 4a (3 Days Compressive strength, IS 4031(6):1988) |
1000.0 |
|
| 7, Table 2, Sl No 4b (7 Days Compressive strength, IS 4031(6):1988) |
1000.0 |
|
| 7, Table 2, Sl No 4c (28 Days Compressive strength, IS 4031(6):1988) |
1000.0 |
|
| 7, Table 2, Sl No 3a (Setting time-Initial IS 4031(5):1988) |
250.0 |
|
| 7, Table 2, Sl No 3b (Setting time-Final IS 4031(5):1988) |
250.0 |
|
| 7, Table 2, Sl No 2b (Soundness-autoclave method IS 4031(3):1988) |
1000.0 |
|
| 7, Table 2, Sl No 2a (Soundness-Lechatlier method IS 4031(3):1988) |
500.0 |
|
| 7, Table 2, Sl No 1 (Fineness IS 4031(2):1999) |
1000.0 |
|
| 7, Table 2, Sl No 6 (Drying Shrinkage IS 4031(10):1988) |
1000.0 |
|
| 6, Table 1, Sl No 5 (Chloride content, IS 4032:1985) |
800.0 |
|
| 6, Table 1, Sl No 2 (Magnesia IS 4032:1985) |
600.0 |
|
| 6, Table 1, Sl No 4 (Loss on ignition IS 4032:1985) |
800.0 |
|
| 6, Table 1, Sl No 3 (Total Sulphur content IS 4032:1985) |
800.0 |
|
| 6, Table 1, Sl No 1 (Insoluble residue, IS 4032:1985) |
600.0 |
|
| 6, Table 1, Sl No 6 (Alkali content IS 4032:1985) |
2000.0 |
|
| Custom (1Day Compressive strength, MPa-IS 4031(6):1988) |
1000.0 |
|
| 13 (Consistency of Cement) |
500.0 |
|
|
| 4156 |
National Test House (ER), Kolkata
| IS 1785 : Part 2 (1983) - Specification for plain hard drawn steel wire for prestressed concrete: Part 2 as - Drawn wire (First Revision) |
Specification for plain hard drawn steel wire for prestressed concrete: Part 2 as - Drawn wire (First Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6.3 (Ductility) |
1000.0 |
|
| 6.2 (Proof Stress) |
1000.0 |
|
| 6.1 (Tensile Strength) |
1000.0 |
|
| 4 (Dimension) |
1000.0 |
|
|
| 4157 |
National Test House (ER), Kolkata
| IS 2062 Part 1 (2025) - Structural Steel - Part 1 - Hot Rolled Medium and High tensile Steel |
Structural Steel - Part 1 - Hot Rolled Medium and High tensile Steel |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 15 (Dimensions) |
1000.0 |
|
| 12 (Impact Test (For Specified Quality Grade)) |
5000.0 |
|
| 11 (Bend Test - IS 1599: 2019.) |
1500.0 |
|
| 10 (% Elongation - IS 1608 (Part 1): 2022.) |
1000.0 |
|
| 10 (Yield Stress - - IS 1608 (Part 1): 2022.) |
1000.0 |
|
| 10 (Tensile Strength - IS 1608 (Part 1): 2022) |
1000.0 |
|
| 8.2 (Carbon) |
500.0 |
|
| 8.2 (Sulphur) |
500.0 |
|
| 8.2 (Phosphorus) |
500.0 |
|
| 8.2 (Manganese) |
500.0 |
|
| 8.2 (Silicon) |
500.0 |
|
| 8.2 (Carbon Equivalent, %) |
500.0 |
|
| 4 (Mass per metre (IS 1732), kg) |
1000.0 |
|
| 8.2 (Molybdenum) |
400.0 |
|
| 8.2 (Nickel) |
300.0 |
|
| 8.2 (Chromium) |
400.0 |
|
| 8.2 (Copper) |
400.0 |
|
| 7 (Freedom from Defects) |
1000.0 |
|
|
| 4158 |
National Test House (NWR), Jaipur
| IS 4985 (2000) - Unplasticized pvc pipes for potable water supplies - Specification (Third Revision) |
Unplasticized pvc pipes for potable water supplies - Specification (Third Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 11.2 (Resistance to External Blows) |
2000.0 |
|
| 11.1 (Hydrostatic Characteristics) |
5000.0 |
|
| 10.6 (Density) |
2000.0 |
|
| 10.5 (Vicat Softening Temperature) |
1500.0 |
|
| 10.4 (Reversion Test) |
2000.0 |
|
| 10.2 (Opacity) |
2000.0 |
|
| 10.1 (Visual Appearance) |
1000.0 |
|
| 7.1 (Dimension of Pipe) |
1000.0 |
|
| 7.2 (Dimension of Socket) |
1000.0 |
|
| 10.3 (Effect on water (Chemical)) |
2000.0 |
|
| 10.7 (Sulphated Ash Content Test) |
2000.0 |
|
|
| 4159 |
National Test House (SR), Chennai
| IS/ISO 9994 (2005) - LIGHTERS - SAFETY SPECIFICATION |
LIGHTERS - SAFETY SPECIFICATION |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 4.9 (Visual observation) |
2000.0 |
|
| 4.8 (Visual observation) |
900.0 |
|
| 4.7 (Visual observation) |
900.0 |
|
| 4.6 (Visual observation) |
1800.0 |
|
| 4.5 (Gas leakage rate) |
1800.0 |
|
| 4.4 (Gas leakage rate) |
900.0 |
|
| 4.4 (Gas leakage rate) |
900.0 |
|
| 4.3 (Gas leakage rate) |
900.0 |
|
| 4.2 (Gas leakage rate) |
1000.0 |
|
| 4.1 (Visual observation) |
800.0 |
|
| 3.6 (Volumetric displacement) |
1800.0 |
|
| 3.5 e) (Flame extinction) |
1800.0 |
|
| 3.5 d) (Flame extinction) |
1800.0 |
|
| 3.1 (Flame generation) |
900.0 |
|
| 3.2.1.1 (Flame height: Non-adjustable fluid lighters) |
900.0 |
|
| 3.2.1.2 (Flame height: Non-adjustable, postmixing and premixing burner lighters) |
1800.0 |
|
| 3.2.2.2 (Flame height: Adjustable postmixing burner lighters (flame height on first ignition)) |
1800.0 |
|
| 3.2.2.3 (Flame height: Adjustable postmixing burner lighters (maximum flame height)) |
1800.0 |
|
| 3.2.2.4 (Flame height: Adjustable premixing burner lighters (flame height on first ignition)) |
1800.0 |
|
| 3.2.2.5 (Flame height: Adjustable premixing burner lighters (maximum flame height)) |
1800.0 |
|
| 3.2.2.6 (Flame height: Adjustable postmixing and premixing burner (at lowest setting)) |
1800.0 |
|
| 3.2.2.7 (Flame height: Automatically adjusting pipe lighters) |
1800.0 |
|
| 3.3 (Flame-height adjustment) |
- |
|
| 3.4 (Resistance to spitting or sputtering and flaring) |
900.0 |
|
| 3.5 a) (Flame extinction: Non-adjustable fluid and postmixing burner) |
1800.0 |
|
| 3.5 b) (Flame extinction: Adjustable postmixing burner lighters) |
1800.0 |
|
| 3.5 d) (Flame extinction: Non-adjustable premixing burner lighters) |
1800.0 |
|
| 3.5 e) (Flame extinction: Adjustable premixing burner lighters) |
1800.0 |
|
| 3.6 (Volumetric displacement) |
1800.0 |
|
| 4.1 (External finish) |
800.0 |
|
| 4.2 (Compatibility with fuel) |
1000.0 |
|
| 4.3 (Resistance to fuel loss) |
- |
|
| 4.4 (Resistance to dropping) |
900.0 |
|
| 4.4 (Resistance to dropping at -10ºC) |
900.0 |
|
| 4.5 (Resistance to elevated temperature) |
1800.0 |
|
| 4.6 (Resistance to internal pressure) |
1800.0 |
|
| 4.7 (Burning behaviour) |
900.0 |
|
| 4.8 (Resistance to cyclic burning) |
900.0 |
|
| 4.9 (Resistance to continuous burning) |
2000.0 |
|
|
| 4160 |
National Test House (NWR), Jaipur
| IS 3812 : Part 2 (2013) - Pulverized Fuel Ash - Part 2 : For Use as Admixture in Cement Mortar and Concrete |
Pulverized Fuel Ash - Part 2 : For Use as Admixture in Cement Mortar and Concrete |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7.1 (Soundness by autoclave test — Expansion of specimen ) |
1500.0 |
|
| 7.1 (Fineness — Specific surface by Blaine’s permeability method) |
1000.0 |
|
| 7.1 (Particles retained on 45 micron IS sieve (wet sieving) ) |
1000.0 |
|
| 5.1 ,6.1 (Available alkali as equivalent sodium oxide (Na2O)) |
500.0 |
|
| 5.1 ,6.1 (Loss on ignition) |
500.0 |
|
| 5.1 ,6.1 (Magnesium oxide(MgO)) |
500.0 |
|
| 5.1 ,6.1 (Silicon dioxide(SiO2)) |
500.0 |
|
| 5.1 ,6.1 (Total Chlorides) |
500.0 |
|
| 5.1 ,6.1 (Total Sulphur as sulphur trioxide(SO3)) |
500.0 |
|
| 5.1 ,6.1 (Reactive Silica) |
500.0 |
|
| 5.1 ,6.1 (Silicon dioxide(SiO2) plus aluminium oxide (Al2O3) plus iron oxide (Fe2O3)) |
500.0 |
|
| 5.1 ,6.1 (Silicon dioxide(SiO2)) |
500.0 |
|
|
| 4161 |
National Test House (SR), Chennai
| IS 513 : Part 1 (2016) - Cold reduced carbon steel sheet and strip: Part 1 cold forming and drawing purpose (Sixth Revision) |
Cold reduced carbon steel sheet and strip: Part 1 cold forming and drawing purpose (Sixth Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 8.1 (Yield stress) |
1000.0 |
|
| 8.1 (Tensile strength) |
1000.0 |
|
| 8.1 (% Elongation) |
1000.0 |
|
| 8.2 (Cupping Test) |
3000.0 |
|
| 8.3 (Hardness Test) |
2000.0 |
|
| 8.4 (Bend Test) |
1000.0 |
|
| 8.5 (Mean Plastic Strain Ratio (r bar)) |
3000.0 |
|
| 8.6 (Tensile Strain Hardening Component (n-value)) |
3000.0 |
|
| 8.7 (Bake Hardening Index (BH)) |
3000.0 |
|
| 9.4.1 (Surface condition (Quality A)) |
500.0 |
|
| 9.4.2 (Surface condition (Quality B)) |
500.0 |
|
| 9.5 (Surface finish) |
1000.0 |
|
| 11 (Thickness) |
1000.0 |
|
| 7 (Chemical composition (Carbon)) |
625.0 |
|
| 7 (Chemical composition (Manganese)) |
625.0 |
|
| 7 (Chemical composition (Sulphur)) |
625.0 |
|
| 7 (Chemical composition (Phosphorus)) |
625.0 |
|
| 7 (Chemical composition (Aluminium)) |
208.0 |
|
| 7 (Chemical composition (Silicon)) |
208.0 |
|
| 7 (Chemical composition (Chromium)) |
208.0 |
|
| 7 (Chemical composition (Nickel)) |
208.0 |
|
| 7 (Chemical composition (Niobium)) |
208.0 |
|
| 7 (Chemical composition (Vanadium)) |
208.0 |
|
| 7 (Chemical composition (Titanium)) |
208.0 |
|
| 7 (Chemical composition (Molybdenum)) |
208.0 |
|
| 7 (Chemical composition (Boron)) |
208.0 |
|
| 7 (Chemical composition (Calcium)) |
208.0 |
|
| 7 (Chemical composition (Copper)) |
208.0 |
|
|
| 4162 |
National Test House (NWR), Jaipur
| IS 3812 (Part 1) (2013) - Pulverized fuel ash - Specification: Part 1 For use as pozzolana in cement, cement mortar and concrete |
Pulverized fuel ash - Specification: Part 1 For use as pozzolana in cement, cement mortar and concrete |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7.1 (Compressive strength at 28 days ) |
3000.0 |
|
| 7.1 ( Lime reactivity — Average compressive strength ) |
3000.0 |
|
| 7.1 (Soundness by autoclave test — Expansion of specimen ) |
1500.0 |
|
| 7.1 (Fineness — Specific surface by Blaine’s permeability method) |
1000.0 |
|
| 7.1 (Particles retained on 45 micron IS sieve (wet sieving) ) |
1000.0 |
|
| 5.1 ,6.1 (Available alkali as equivalent sodium oxide (Na2O)) |
500.0 |
|
| 5.1 ,6.1 (Loss on ignition) |
500.0 |
|
| 5.1 ,6.1 (Magnesium oxide(MgO)) |
500.0 |
|
| 5.1 ,6.1 (Silicon dioxide(SiO2)) |
500.0 |
|
| 5.1 ,6.1 (Total Sulphur as sulphur trioxide(SO3)) |
500.0 |
|
| 5.1 ,6.1 (Reactive Silica) |
500.0 |
|
| 5.1 ,6.1 (Total Chlorides) |
500.0 |
|
| 5.1 ,6.1 (Silicon dioxide(SiO2) plus aluminium oxide (Al2O3) plus iron oxide (Fe2O3)) |
500.0 |
|
|
| 4163 |
National Test House (SR), Chennai
| IS 6911 (2017) - Stainless steel plate, sheet and strip - Specification (Second Revision) |
Stainless steel plate, sheet and strip - Specification (Second Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 11 (Erichsen Cupping Test) |
2000.0 |
|
| 10 (Hardness ) |
2000.0 |
|
| 10 (Elongation) |
1000.0 |
|
| 10 (Yield Stress) |
1000.0 |
|
| 10 (Tensile strength) |
1000.0 |
|
| Cl 7.1 & 7.2 of Table 1 (Carbon (as C), Percent) |
1000.0 |
|
| 7. (Chemical Composition (in Annexure) - as per IS 9879:1998) |
5000.0 |
|
| Customer request (Density of PU Foam - as per relevant standard method) |
1000.0 |
|
| TDS-1 (Dimensions, mm) |
2000.0 |
|
|
| 4164 |
National Test House (NWR), Jaipur
| IS 13801 (2013) - Chequered Cement Concrete Tiles - |
Chequered Cement Concrete Tiles - |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 12.5 (Wet transverse strength) |
2000.0 |
|
| 12.4 (Water Absorption) |
1000.0 |
|
| 12.6 (Resistance to wear) |
2000.0 |
|
| 12.3 (Straightness) |
500.0 |
|
| 12.2 (Perpendicularity) |
500.0 |
|
| 12.1 (Flatness) |
500.0 |
|
| 10 (General Quality) |
100.0 |
|
| 8.3 (Thickness of Wearing Layer) |
500.0 |
|
| 7.1,Table 1,Column 2 (Dimensions -Length) |
300.0 |
|
| 7 (Dimension: Thickness) |
1000.0 |
|
|
| 4165 |
National Test House (SR), Chennai
| IS 1786 (2008) - High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 9.2 (5) (Tensile Strength (16 to 28 mm), N/mm² - IS 1608 (Part 1): 2022.) |
1000.0 |
|
| 9.4 (Rebend test (0 - 28 mm) - IS 1786: 2008) |
1000.0 |
|
| 5.4 (Rib Area, mm²/ mm - IS 1786: 2008) |
1000.0 |
|
| 9.2 (3) (Total Elongation at Maximum Force on gauge length of 5.65 Square Root of Crosss- Sectional Area, % - IS 1608 (Part 1): 2022.) |
- |
|
| 9.3 (Bend test - IS 1599: 2023.) |
1000.0 |
|
| 7.2 (Mass per metre run, kg/m - IS 1786: 2008) |
1000.0 |
|
| 9.2 (2) (Elongation Percent on gauge length of 5.65 Square Root of Crosss- Sectional Area, % - IS 1608 (Part 1): 2022.) |
1000.0 |
|
| 9.2 (1) (TS/ YS Ratio - (IS 1786: 2008/ IS 1608 (Part 1): 2022).) |
- |
|
| 9.2 (Yield Stress/ 0.2 % Proof Stress. N/mm² -- IS 1608 (Part 1): 2022.) |
1000.0 |
|
| 4.2 (5) (Sulphur+ Phosphorus, % by mass.) |
500.0 |
|
| 4.2 (4) (Phosphorus, % by mass (As per ASTM E 415/ IS 8811/IS 228)) |
500.0 |
|
| 4.2 (3) (Sulphur, % by mass (As per ASTM E 415/ IS 8811/IS 228)) |
500.0 |
|
| 4.2 (2) (Carbon, % by mass (As per ASTM E 415/ IS 8811/IS 228).) |
500.0 |
|
| 4.2 (1) (Carbon Equivalent (CE), , % by mass.(As per ASTM E 415/ IS 8811/IS 228/IS 3025)) |
2000.0 |
|
| 9.2 (4) (Tensile Strength (up to 12 mm), N/mm² - IS 1608 (Part 1): 2022.) |
- |
|
| 9.2 (6) (Tensile Strength (32 to 40 mm), N/mm² - IS 1608 (Part 1): 2022.) |
1500.0 |
|
| 9.4 (1) (Rebend test (32 to 40mm)- IS 1786: 2008) |
1500.0 |
|
| 4.2 (18) (Chemical Composition with micro alloying elements, % by mass.) |
4000.0 |
|
| 4.2 (17) (Chemical Composition without micro alloying elements, % by mass.) |
2000.0 |
|
| 4.2 (16) (Nb+V+B+Ti, % by mass.) |
- |
|
| 4.2 (15) (Titanium, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
300.0 |
|
| 4.2 (14) (Vanadium, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
300.0 |
|
| 4.2 (13) (Niobium, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
300.0 |
|
| 4.2 (12) (Boron, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
300.0 |
|
| 4.2 (11) (Cr+Cu+Ni+Mo+P, % by mass.) |
- |
|
| 4.2 (10) (Molybdenum, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
1000.0 |
|
| 4.2 (9) (Nickel, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
1000.0 |
|
| 4.2 (18) (Chemical Composition with micro alloying elements, % by mass.) |
4000.0 |
|
| 4.2 (17) (Chemical Composition without micro alloying elements, % by mass.) |
2000.0 |
|
| 4.2 (16) (Nb+V+B+Ti, % by mass.) |
- |
|
| 4.2 (15) (Titanium, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
300.0 |
|
| 4.2 (14) (Vanadium, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
300.0 |
|
| 4.2 (13) (Niobium, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
300.0 |
|
| 4.2 (12) (Boron, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
300.0 |
|
| 4.2 (11) (Cr+Cu+Ni+Mo+P, % by mass.) |
- |
|
| 4.2 (10) (Molybdenum, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
1000.0 |
|
| 4.2 (9) (Nickel, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
1000.0 |
|
| 4.2 (8) (Copper, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
500.0 |
|
| 4.2 (7) (Chromium, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
500.0 |
|
| 4.2 (Manganese, % by mass (As per ASTM E 415/ IS 8811/IS 228)) |
300.0 |
|
| 5.7 (Compressive strength of concrete cube for 8 to 12 mm) |
3500.0 |
|
| 5.7 (Compressive strength of concrete cube for 16 to 40 mm) |
5250.0 |
|
| 5.7 (M_Pull out test for 0 to 12 mm) |
6500.0 |
|
| 5.7 (M_Pull out test for 16 to 40 mm) |
9750.0 |
|
| 4.2 (19) (Chemical composition (HSDS with Corrosion Resistant Properties) in Annexure) |
4000.0 |
|
| 7.2 (Cross-Sectional Phase Distribution (DOC NO. CED 54 (27399) WC APRIL 2025) - TM Ring Test) |
3000.0 |
|
| 4.2 (Manganese, % by mass (As per ASTM E 415/ IS 8811/IS 228)) |
300.0 |
|
| 4.2 (8) (Copper, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
500.0 |
|
| 4.2 (6) (Nitrogen, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
500.0 |
|
|
| 4166 |
National Test House (SR), Chennai
| IS 6162 : Part 1 (1971) - Specification for paper - Covered aluminium conductors: Part 1 round conductors |
Specification for paper - Covered aluminium conductors: Part 1 round conductors |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
No Record Found
|
|
| 4167 |
National Test House (NER), Guwahati
| IS 9103 (1999) - Specification for Concrete Admixtures - |
Specification for Concrete Admixtures - |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 9 (Dry Material content) |
1000.0 |
|
| 9 (Ash content) |
1000.0 |
|
| 9 (Relative density) |
1000.0 |
|
| 9 (Chloride ion content) |
1000.0 |
|
| 9 (pH) |
1000.0 |
|
| 7.2.1 (Slump of Control Concrete Mix at 15 Minutes) |
2000.0 |
|
| 8.2.1 (Comparative Compressive strength for one duration of concrete) |
5000.0 |
|
| 7.2.5 (Water content of Concrete additive) |
1000.0 |
|
| 7.2.1 (Slumps of Concrete Mix with Admixture at 15 Minutes) |
2000.0 |
|
| 4 (iv) (Comparative Compressive strength for one duration of concrete) |
5000.0 |
|
|
| 4168 |
National Test House (NER), Guwahati
| IS 299 (2012) - Alumino - Ferric - Specification (Fifth Revision) |
Alumino - Ferric - Specification (Fifth Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 4.2 (Insouble matter) |
1000.0 |
|
| 4.2 (Soluble iron compound (as Fe)) |
1000.0 |
|
| 4.2 (Water soluble aluminium compounds (as Al2O3)) |
1000.0 |
|
| 4.2 (pH (of 5 percent aqueous solution),) |
1000.0 |
|
| 4.2 (Lead (as Pb)) |
500.0 |
|
| 4.2 (Arsenic (as As2O3)) |
1000.0 |
|
| 4.2 (Mercury (as Hg)) |
1000.0 |
|
| 4.2 (Manganese (as Mn)) |
500.0 |
|
| 4.2 (Chromium (as Cr)) |
500.0 |
|
| 4.2 (Cadmium (as Cd)) |
500.0 |
|
| 4.2 (Selenium (as Se)) |
1000.0 |
|
| - (Annexure A) |
5000.0 |
|
| 4.2 (Free acidity (As H2SO4), Basicity ( as Al2O3),) |
1000.0 |
|
|
| 4169 |
National Test House (NWR), Jaipur
| IS 1786 (2008) - High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 4.2 (2) (Carbon, % by mass (As per ASTM E 415/ IS 8811/IS 228).) |
500.0 |
|
| 4.2 (3) (Sulphur, % by mass (As per ASTM E 415/ IS 8811/IS 228)) |
500.0 |
|
| 4.2 (4) (Phosphorus, % by mass (As per ASTM E 415/ IS 8811/IS 228)) |
500.0 |
|
| 5.4 (Rib Area, mm²/ mm - IS 1786: 2008) |
1000.0 |
|
| 9.2 (2) (Elongation Percent on gauge length of 5.65 Square Root of Crosss- Sectional Area, % - IS 1608 (Part 1): 2022.) |
1000.0 |
|
| 9.2 (Yield Stress/ 0.2 % Proof Stress. N/mm² -- IS 1608 (Part 1): 2022.) |
1000.0 |
|
| 9.2 (4) (Tensile Strength (up to 12 mm), N/mm² - IS 1608 (Part 1): 2022.) |
- |
|
| 9.2 (5) (Tensile Strength (16 to 28 mm), N/mm² - IS 1608 (Part 1): 2022.) |
1000.0 |
|
| 9.2 (6) (Tensile Strength (32 to 40 mm), N/mm² - IS 1608 (Part 1): 2022.) |
1500.0 |
|
| 9.3 (Bend test - IS 1599: 2023.) |
1000.0 |
|
| 9.4 (Rebend test (0 - 28 mm) - IS 1786: 2008) |
1000.0 |
|
| 7.2 (Mass per metre run, kg/m - IS 1786: 2008) |
1000.0 |
|
| 4.2 (5) (Sulphur+ Phosphorus, % by mass.) |
500.0 |
|
| 9.2 (1) (TS/ YS Ratio - (IS 1786: 2008/ IS 1608 (Part 1): 2022).) |
- |
|
| 9.4 (1) (Rebend test (32 to 40mm)- IS 1786: 2008) |
1500.0 |
|
| 9.2 (3) (Total Elongation at Maximum Force on gauge length of 5.65 Square Root of Crosss- Sectional Area, % - IS 1608 (Part 1): 2022.) |
- |
|
| 0 (Salt spray test 48hrs as per ASTM B117) |
2000.0 |
|
| 4.2 (19) (Chemical composition (HSDS with Corrosion Resistant Properties) in Annexure) |
4000.0 |
|
| 5.7 (Pull out test upto 32mm) |
15000.0 |
|
| 4.2 (18) (Chemical Composition with micro alloying elements, % by mass.) |
4000.0 |
|
| 4.2 (17) (Chemical Composition without micro alloying elements, % by mass.) |
2000.0 |
|
| 4.2 (1) (Carbon Equivalent (CE), , % by mass.(As per ASTM E 415/ IS 8811/IS 228/IS 3025)) |
2000.0 |
|
|
| 4170 |
National Test House (NWR), Jaipur
| IS 8329 (2000) - Centrifugally cast (Spun) ductile iron pressure pipes for water, gas and sewage - Specification (Third Revision) |
Centrifugally cast (Spun) ductile iron pressure pipes for water, gas and sewage - Specification (Third Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 13.3 (Wall Thickness of pipe) |
1000.0 |
|
| 16.3 (Thickness of Cement mortar lining of pipe) |
1000.0 |
|
| 15.3 (Ovality of pipe) |
1000.0 |
|
| 10.2 (Brinell Hardness) |
2000.0 |
|
| 10.1.1 (Tensile Strength) |
2000.0 |
|
| 13.2 (Bore Clearance of mortar lining in ductile iron pipe) |
1000.0 |
|
| 15.1.1 (External diameter) |
1000.0 |
|
| 16.2 (C-2.3) (Bituminous Coating Test) |
1000.0 |
|
| 10.1.1 (% Elongation) |
- |
|
|
