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National Test House (NWR), Jaipur

E-763, Road No. 9 F1 V.K.I.A Jaipur-302013, Rajasthan, Jaipur, Jaipur, Rajasthan, 302013

9717298334 nthjaipur-ca@nic.in

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290 Results

S.No.

Standard No.

Product

Testing Charges (Excl. Of Taxes)

271

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

272

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

273

IS 16415 (2015) - Composite cement - Specification

Composite cement - Specification

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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

274

IS 12330 (1988) - Specificatioon for sulphate resisting Portland cement

Specificatioon for sulphate resisting Portland cement

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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

275

IS 8042 (2015) - White portland cement - Specification (Third Revision)

White portland cement - Specification (Third Revision)

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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

276

IS 8041 (1990) - Rapid hardening portland cement - Specific4tion (Second Revision)

Rapid hardening portland cement - Specific4tion (Second Revision)

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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

277

IS 455 (2015) - Portland slag cement - Specification

Portland slag cement - Specification

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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

278

IS 1489 : Part 2 (2015) - Portland - Pozzolana cement - Specification: Part 2 calcined clay based

Portland - Pozzolana cement - Specification: Part 2 calcined clay based

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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

279

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)	1000.0
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

280

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

281

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

282

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

283

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

284

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
4.2 (2) (Carbon, % by mass (As per ASTM E 415-21/ IS 8811: 1998).)	500.0
4.2 (3) (Sulphur, % by mass (As per ASTM E 415-21/ IS 8811: 1998).)	500.0
4.2 (4) (Phosphorus, % by mass (As per ASTM E 415-21/ IS 8811: 1998).)	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).)	-

285

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)

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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 (Bituminous Coating Test)	1000.0
10.1.1 (% Elongation)	-

286

IS 4985 (2021) - UNPLASTICIZED PVC PIPES FOR POTABLE WATER SUPPLIES SPECIFICATION Fourth Revision

UNPLASTICIZED PVC PIPES FOR POTABLE WATER SUPPLIES SPECIFICATION Fourth Revision

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
10.7 (Sulphated ash Content)	2000.0
10.3 (Mercury for all three extracts)	1000.0
10.3 (Cadmiumfor all three extracts)	1000.0
10.3 (Di alky Tin C4 and higher homologous measured as Tin (Theird Extraction))	1000.0
10.3 (Lead theird extraction)	1000.0
10.3 (Lead first extraction)	1000.0
7.1.1.1 (Mean Outside Diameter)	1000.0
7.1.1.2 (Outside Diameter at any point)	1000.0
7.1.1.2 (Maximum Outside Diameter at any point)	1000.0
7.1.1.2 (Minimum Outside Diameter at any point)	1000.0
7.1.2 (Average Wall Thickness)	1000.0
7.1.2 (Maximum Wall Thickness)	1000.0
7.1.2 (Minimum Wall Thickness)	1000.0
7.2.1 (Visual Appearance of Socket)	1000.0
7.2.1.1 (Socket length)	1000.0
7.2.1.1 (Mean Socket internal diameter at mid point of socket length)	1000.0
7.2.1.1 (Maximum Socket internal diameter at mid point of socket length)	1000.0
7.2.1.1 (Minimum Socket internal diameter at mid point of socket length)	1000.0
7.2.1.1 (Included Angle of taper,( deg., minute))	1000.0
7.2.1.2 (Wall Thickness of socket (e2))	1000.0
7.2.1.2 (Wall Thickness of Seal Ring Groove (e3))	1000.0
7.2.1.2 (Depth of Engagement (min.))	1000.0
7.2.1.2 (Wall Thickness of socket (e2))	1000.0
9.2 (Pipe End (Chamfered), Wall thickness)	1000.0
11.1 (Acceptance Test for 1 hrs at 27 deg.C (4.19 x PN (MPA)) for Pipe)	5000.0
11.1 (Hydrostatic Pressure Test for 1000 hrs at 60 deg.C (Type Test))	20000.0
10.7 (Annex-B, IS:4985-2021)	2000.0
10.6 (IS:12235 (Part-14) Density)	2000.0
10.4 (IS:12235-(Part5/Sec.1 &2) Reversion test)	1000.0

287

IS 4984 (2016) - Polyethylene pipes for water supply - Specification (Fifth Revision)

Polyethylene pipes for water supply - Specification (Fifth Revision)

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
8.7 (Density at 27 degree celsius (base density))	1000.0
8.4 (Melt Flow Rate at 190 degree celcius and 5kgf)	2000.0
8.3 (Carbon Black Content)	2000.0
8.2 (Longitudinal Reversion Test)	2000.0
8.1 (Hydraulic Characteristics)	5000.0
7.4 (Wall Thickness)	500.0
7.1 (Visual Appearance)	500.0
6.2 (Colour)	-
8.6 (Overall Migration)	2000.0
8.3 (Carbon Black Dispersion)	1000.0
7.4.1.2 (Ovality)	100.0
6.2.1 (Colour Of strip)	-
6.2.1 (Width Of Strip)	100.0
6.2.1 (Depth Of strip)	100.0
7.4.1 (Outside Diameter)	500.0
8.1 (Internal Pressure Creep Rupture test of pipe for 48 hrs at 80deg.)	5000.0
8.1 (Internal Pressure Creep Rupture test of pipe for 165 hrs at 80deg.)	5000.0
8.6 (Overall Migration (Chemical Lab))	2000.0
8.5 (Oxidation Induction Time)	2000.0
8.9 (Elongation at Break Annex.-H, Table-6 (IS:4984-2016))	1000.0
8.9 (IS:4984, Annex.-H (Tensile Strength))	1000.0
firm's request (Density)	2000.0

288

IS 269 (2015) - Ordinary portland cement - Specification (Sixth Revision)

Ordinary portland cement - Specification (Sixth Revision)

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
7, Table 3, Sl No 4a (Compressive strength, MPa-(a) 72 ± 1 h IS 4031 (Part 6):1988)	1000.0
7, Table 3, Sl No 4b (Compressive strength, MPa (b) 168 ± 2 h IS 4031 (Part 6):1988)	1000.0
7, Table 3, Sl No 4c (Compressive strength, MPa (c) 672 ± 4 h IS 4031 (Part 6):1988)	1000.0
7, Table 3, Sl No 3b (Setting time: b) Final, IS 4031 (Part 5):1988)	250.0
7, Table 3, Sl No 3a (Setting time: a) Initial IS 4031 (Part 5):1988)	250.0
7, Table 3, Sl No 2b (Soundness b) By autoclave test method IS 4031 (Part 3):1988)	1000.0
7, Table 3, Sl No 2a (Soundness: a) By Le-Chatelier method, IS 4031 (Part 3):1988)	500.0
7, Table 3, Sl No 1 (Fineness IS 4031 (Part 2):1999)	1000.0
6.1, Table2, Sl No 6 (Loss on ignition IS 4032:1985)	600.0
6.1, Table2, Sl No 7 (Chloride content IS 4032:1985)	500.0
6.1, Table2, Sl No 4 (Magnesia IS 4032:1985)	600.0
6.1, Table2, Sl No 3 (Insoluble residue, IS 4032:1985)	600.0
6.1, Table2, Sl No 5 (Total Sulphur content percent by mass, IS 4032:1985)	500.0
6.1, Table2, Sl No 1 (Ratio of percentage of lime to percentages of silica, alumina and iron oxide, IS 4032 : 1985)	600.0
6.1, Table2, Sl No 2 (Ratio of percentage of alumina to that of iron oxide IS 4032:1985)	600.0
6.1, Table2, Sl No 8 (Alkali content IS 4032:1985)	1000.0
6.1 Table 2 Note 2.a (Tricalcium aluminate content, percent by mass)	-
6.1 Table 2 Note 2.b (Tricalcium Silicate content, percent by mass, Minimum)	-
Custom (Compressive strength, MPa-24h IS 4031 (Part 6):1988)	1000.0
13 (The standard consistency of cement paste(IS 4031(4):1988))	500.0

289

IS 11169 : Part 1 (1984) - SPECIFICATION FOR STEELS FOR COLD HEADING/COLD EXTRUSION APPLICATIONS (PART 1 WROUGHT CARBON AND LOW ALLOY STEELS)

SPECIFICATION FOR STEELS FOR COLD HEADING/COLD EXTRUSION APPLICATIONS (PART 1 WROUGHT CARBON AND LOW ALLOY STEELS)

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
11.1.1 (Hardenability)	8000.0
10.3 (Inclusion rating)	4000.0
10.1 (Micro Structure)	3000.0
9.2 (Impact Strength)	3000.0
9.2 (Ultimate Tensile Strength)	1000.0
8.1 (Hardness)	1000.0
7.4 (Macro test)	1000.0
6.1 (Diameter of Wire)	500.0
4 (Chromium)	500.0
4 (Tin)	500.0
4 (Manganese)	500.0

290

RDSO C-9505 (2001) - Schedule of Technical Requirements for Enhanced Capacity (Alloy Steel) Screw Couplings used on Railway Coaches

Schedule of Technical Requirements for Enhanced Capacity (Alloy Steel) Screw Couplings used on Railway Coaches

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
7.3.2 (Destruction Test)	7500.0
7.3.1 (Impact Test)	7500.0
7.3.1 (Impact Test)	7500.0
7.3.2 (Destruction Test)	7500.0