NTH - Management Information System

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

Scope List

Reset

226 Results

S.No.

Standard No.

Product

Testing Charges (Excl. Of Taxes)

211

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

212

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

213

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)	2000.0

214

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

215

IS 1489 (Part 1) (2015) - Portland pozzolana cement - Specification: Part 1 Fly Ash Based

Portland pozzolana cement - Specification: Part 1 Fly Ash Based

- View breakup
-

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

216

IS 4985 (2000) - Unplasticized pvc pipes for potable water supplies - Specification (Third Revision)

Unplasticized pvc pipes for potable water supplies - Specification (Third Revision)

- View breakup
-

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

217

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

- View breakup
-

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

218

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

- View breakup
-

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

219

IS 13801 (2013) - Chequered Cement Concrete Tiles -

Chequered Cement Concrete Tiles -

- View breakup
-

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)	1000.0
7.1,Table 1,Column 2 (Dimensions -Length)	300.0
7 (Dimension: Thickness)	1000.0

220

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 415-21/ 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).)	-

221

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 (Percent Elongation)	1500.0
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

222

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

UNPLASTICIZED PVC PIPES FOR POTABLE WATER SUPPLIES SPECIFICATION Fourth Revision

- View breakup
-

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

223

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

Polyethylene pipes for water supply - Specification (Fifth Revision)

- View breakup
-

Clause No.	Testing Charges (Excl. Of Taxes)	NABL
8.7 (Density at 27 degree celsius (base density))	2000.0
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)	1500.0
8.1 (Hydraulic Characteristics)	5000.0
7.4 (Wall Thickness)	500.0
7.1 (Visual Appearance)	500.0
6.2 (Colour)	1000.0
8.6 (Overall Migration)	2000.0
8.3 (Carbon Black Dispersion)	1000.0
7.4.1.2 (Ovality)	1000.0
6.2.1 (Colour Of strip)	500.0
6.2.1 (Width Of Strip)	500.0
6.2.1 (Depth Of strip)	500.0
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))	1500.0
8.9 (IS:4984, Annex.-H (Tensile Strength))	1000.0

224

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

Ordinary portland cement - Specification (Sixth Revision)

- View breakup
-

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)	2000.0
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

225

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)

- View breakup
-

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

226

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

- View breakup
-

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