NTH - Management Information System

National Test House (WR), Mumbai

Plot No. F 10, M.I.D.C, Marol, Andheri (E), Mumbai Maharashtra - 400093, Mumbai, Mumbai, Maharashtra, 400093

28260927 director-mum[at]nth[dot]gov[dot]in

Scope List

Reset

805 Results

S.No.

Standard No.

Product

Testing Charges (Excl. Of Taxes)

751

IS 3099 : Part 1 AND 2 (1992) - Microscopes - Slips and slidesspecification: Part 1 microscope slips: Part 2 microscope slides (First Revision)

Microscopes - Slips and slidesspecification: Part 1 microscope slips: Part 2 microscope slides (First Revision)

- View breakup
-

Clause No.	Testing Charges (Excl. Of Taxes)	NABL
8 (Marking)	200.0
7 (Packaging)	200.0
6 (sampling)	200.0
5.2 (Edge Quality)	200.0
5.1 (Surface Finish)	200.0
4 (Visible Seed)	500.0
3.1 (Thickness )	500.0
3 ( Width)	500.0
3 (Length)	500.0
2.1 (Refractive Index)	1000.0

752

IS 5523 (1983) - Methods of testing anodic coatings on aluminium and its alloys (First Revision)

Methods of testing anodic coatings on aluminium and its alloys (First Revision)

- View breakup
-

Clause No.	Testing Charges (Excl. Of Taxes)	NABL
IS 5523 (Coating thickness)	2000.0

753

IS 7318 : Part 1 (1974) - Approval test for welders when welding procedure approval is not required: Part 1 fusion welding of steel

Approval test for welders when welding procedure approval is not required: Part 1 fusion welding of steel

- View breakup
-

Clause No.	Testing Charges (Excl. Of Taxes)	NABL
NA (Radiography examination)	1000.0

754

IS 2830 (2012) - Carbon steel cast billet ingots, billets, blooms and slabs for re-rolling into steel for general structural purposes - Specification (Third Revision)

Carbon steel cast billet ingots, billets, blooms and slabs for re-rolling into steel for general structural purposes - Specification (Third Revision)

- View breakup
-

Clause No.	Testing Charges (Excl. Of Taxes)	NABL
10.1(b) (Sulphur print test)	3500.0

755

IS 710 (2010) - Marine plywood - Specification (Second Revision)

Marine plywood - Specification (Second Revision)

- View breakup
-

Clause No.	Testing Charges (Excl. Of Taxes)	NABL
No Record Found

756

IS 1003 : Part 1 (2003) - Timber Panelled and Glazed shutters

Timber Panelled and Glazed shutters

- View breakup
-

Clause No.	Testing Charges (Excl. Of Taxes)	NABL
10 (Glazing -IS 1003 (Part 1) : 2003)	1000.0

757

IS 15622 (2017) - Pressed Ceramic Tiles - Specification (First Revision)

Pressed Ceramic Tiles - Specification (First Revision)

- View breakup
-

Clause No.	Testing Charges (Excl. Of Taxes)	NABL
6, Tables 5 to 9, Sl No (i), (f) (Surface Quality-IS13630 (Part1):2019)	500.0
6, Tables 5 to 9, Sl No (i), (a) (Dimensions-Length-IS13630 (Part1):2019)	1000.0
6, Tables 5 to 9, Sl No (i), (a) (Dimensions-Width -IS:13630 (Part1):2019)	1000.0
6, Tables 5 to 9, Sl No (i), (b) (Dimension-Thickness-Deviation in percent from work size -IS: 13630 (Part1):2019)	1000.0
6, Tables 5 to 9, Sl No (ii), (a) (Water Absorption-IS13630 (Part 2):2019)	1000.0
6, Tables 5 to 9, Sl No (ii), (b) (Modulus of rupture in N/mm²- IS13630 (Part6):2019)	2000.0
6, Tables 5 to 9, Sl No (ii), (c) (Breaking of strength in N- IS13630 (Part 6):2019)	2000.0
6, Tables 5 to 9, Sl No (ii), (e) (Scratch Hardness of surface (Mohs' Scale)-IS13630 (Part 13):2019)	2000.0
6, Tables 5 to 9, Sl No (ii), (g) (Coefficient of Linear thermal expansion from ambient temperature to 100° C(K raise to -1)-IS 13630 (Part 4):2019)	1000.0
6, Tables 5 to 9, Sl No (ii), (h) (Thermal shock resistance- IS 13630 (Part 5):2019)	2000.0
6, Tables 8 and 9, Sl No (ii), (q) (Bulk Density-IS13630 (Part 2):2019)	1000.0
6, Tables 5 to 9, Sl No (ii), (j) (Crazing Resistance- IS13630 (Part 9):2019)	1500.0
6, Table 9, Sl No (iii), (a, b, c)-1(Part 8) (Chemical properties-glazed- IS13630 (Part 8):2019)	5000.0
6, Table 9, Sl No (iii), (a,b,c)-2-(Part 7) (Chemical properties-Unglazed-IS13630 (Part 7):2019)	5000.0
6, Tables 5 to 9, Sl No (i), (e-1,2,3) (Surface Flatness-Maximum deviation in percent from flatness-(Centre curvature, Edge curvature & warpage) -IS: 13630 (Part1):2019)	500.0
6, Tables 5 to 9, Sl No (i), (c) (Straightness of sides(Facial sides)Maximum deviation in percent to corresponding work size- IS13630 (Part1):2019)	500.0
6, Tables 5 to 9, Sl No (i), (d) (Rectangularity-Maximum deviation in percent to corresponding work size-IS: 13630 (Part1):2019)	500.0
6, Tables 5 to 9, Sl No (iii), (a) (Resistance to staining IS 13630(8)/(7):2019)	1000.0
6, Tables 5 to 9, Sl No (iii), (b) (Resistance to household chemicals swimming pools, and water cleansers except to cleansing agents containing hydrofluoric acid and its compounds IS 13630(8)/(7):2019)	1000.0
6, Tables 5 to 9, Sl No (iii), (c) (Resistance to acid and alkalies (with exception of hydrofloric acid and its compounds-IS 13630(8)/(7):2019)	1000.0
6, Tables 5 to 9, Sl No (ii), (k) (Impact resistance-Coefficient of Restitution-IS13630 (Part 14):2019)	1000.0
6, Tables 5 to 9, Sl No (ii), (f) (Resistance to Surface Abrasion of Glazed Tiles(Class I to V Floor Tiles)-IS13630 (Part 11):2019)	2000.0
6, Tables 5 to 9, Sl No (ii), (d) (Moisture expansion in mm/m-IS13630 (Part 3):2019)	1000.0
Table 8 / 9 (m) (Coefficient of friction)	2000.0
6, Tables 6 to 9, Sl No (ii), (p) (Resistance to deep abrasion of Unglazed Tiles- IS13630 (Part 12):2019)	2500.0

758

IS 6304 (1992) - Stationary batteries - Lead - Acid type - With pasted positive plates - Specification (Second Revision)

Stationary batteries - Lead - Acid type - With pasted positive plates - Specification (Second Revision)

- View breakup
-

Clause No.	Testing Charges (Excl. Of Taxes)	NABL
8.8.2 (Watt Hour Efficiency)	7500.0

759

IS 4000 (1992) - Code for practice for High strength bolts in steel structures

Code for practice for High strength bolts in steel structures

- View breakup
-

Clause No.	Testing Charges (Excl. Of Taxes)	NABL
5.4.1 (Slip Factor - Surface Blasted with shot or grit with any loose rust removed, no pitting - consideration of 3 Specimens)	18000.0
5.4.1 (Slip Factor - Surface blasted with shot or grit and hot-dip galvanized - consideration of 3 Specimens)	18000.0
5.4.1 (Slip Factor- Surface blasted with shot or grit and spray-metallized with zinc ( thickness 50-70 microns) - consideration of 3 Specimens)	18000.0
5.4.1 (Slip Factor- Surfaces Blasted with shot or grit and painted with ethyl-zinc silicate coat ( thickness 30-60 microns) - consideration of 3 Specimens)	18000.0
5.4.1 (Slip Factor - Surfaces Blasted with shot or grit and painted with ethyl-zinc silicate coat (thickness 60-80 microns) - consideration of 3 Specimens)	18000.0
5.4.1 (Slip Factor - Surfaces blasted with shot or grit and painted with alcali-zinc silicate coat (thickness 60-80 microns) - consideration of 3 Specimens)	18000.0
5.4.1 (Slip Factor - Surface Blasted with shot or grit and spraymetallized with aluminium (thickness >50 microns) - consideration of 3 Specimens)	18000.0
5.4.1 (Slip Factor - Surface Not Treated - consideration of 3 Specimens)	18000.0
5.4.1 (Slip Factor - Surface Not Treated - consideration of 5 Specimens)	30000.0
5.4.1 (Slip Factor - Surface Blasted with shot or grit with any loose rust removed, no pitting - consideration of 5 Specimens)	30000.0
5.4.1 (Slip Factor - Surface blasted with shot or grit and hot-dip galvanized - consideration of 5 Specimens)	30000.0
5.4.1 (Slip Factor- Surface blasted with shot or grit and spray-metallized with zinc ( thickness 50-70 microns) - consideration of 5 Specimens)	30000.0
5.4.1 (Slip Factor- Surfaces Blasted with shot or grit and painted with ethyl-zinc silicate coat ( thickness 30-60 microns) - consideration of 5 Specimens)	30000.0
5.4.1 (Slip Factor - Surfaces Blasted with shot or grit and painted with ethyl-zinc silicate coat (thickness 60-80 microns) - consideration of 5 Specimens)	30000.0
5.4.1 (Slip Factor - Surfaces blasted with shot or grit and painted with alcali-zinc silicate coat (thickness 60-80 microns)- consideration of 5 Specimens)	30000.0
5.4.1 (Slip Factor - Surface Blasted with shot or grit and spraymetallized with aluminium (thickness >50 microns)- consideration of 5 Specimens)	30000.0
B-4 (Slip Load for Slip Factor - Surface Blasted with shot or grit without Paint/Coat)	6000.0
B-4 (Slip Load for Slip Factor - Surface Blasted with shot or grit and Painted/ Coated)	6000.0

760

IS 303 (1989) - Plywood for General Purposes -

Plywood for General Purposes -

- View breakup
-

Clause No.	Testing Charges (Excl. Of Taxes)	NABL
9 (Workmanship & Finish-IS 303:1989)	500.0
5, Table 1 & 2 (Classification by Appearance-IS 303:1989)	2000.0
8 & Table 3 (Dimensions and Tolerances-IS 303:1989, Annex C)	2000.0
11.3 (Moisture content-IS 1734 (Part 1):1983)	1000.0
11.4 & Table 4 (Static Bending Strength-IS 1734 (Part 11):1983)	3000.0
11.2.1 (Glue Adhesion-Water Resistance Test- IS 303:1989 & IS 1734 (Part 5):1983)	2000.0
11.2.2 (Glue Adhesion-Mycological Test -IS 1734 (Part 7):1983 & IS 1734 (Part 5):1983)	1500.0

761

IS 1239 : Part 1 (2004) - Steel Tubes, Tubulars and Other Wrought Steel Fittings : Part 1 Steel Tubes (BI-LINGUAL)

Steel Tubes, Tubulars and Other Wrought Steel Fittings : Part 1 Steel Tubes (BI-LINGUAL)

- View breakup
-

Clause No.	Testing Charges (Excl. Of Taxes)	NABL
14.3 (Flattening Test on tube above 50 mm NB)	1000.0
14.2 (Bend test on tube (upto and including 50 mm NB))	1000.0
8.1 (Mass per meter)	1000.0
8 (Dimensions)	1000.0
14.1.1 (% Elongation on gauge length of 5.65 x Sq. root area)	1000.0
14.1.1(b)(1) (% Elongation)	1000.0
14.1 (Tensile Strength)	2000.0
15 (Workmanship)	500.0
12 (Galvanising (Mass of Zinc Coating))	2000.0
7 (Chemical Analysis ( As per Annexure))	3000.0
12 (Uniformity of Coating)	500.0

762

IS 2645 (2003) - Integral waterproofing compounds for cement mortar and concrete - Specification (Second Revision)

Integral waterproofing compounds for cement mortar and concrete - Specification (Second Revision)

- View breakup
-

Clause No.	Testing Charges (Excl. Of Taxes)	NABL
3.3.b (Compressive Strength-7days)	2000.0
3.3.a (Compressive Strength-3 days)	2000.0
3.2.b (Setting Time (Final Setting Time))	500.0
3.2.a (Setting Time (Initial Setting Time))	500.0
3.1 (Permeability to Water)	3000.0
3.4 (Chloride Content, %)	1000.0

763

IS 1130 (1969) - Marble (blocks, Slabs And Tiles)

Marble (blocks, Slabs And Tiles)

- View breakup
-

Clause No.	Testing Charges (Excl. Of Taxes)	NABL
7 (Specific Gravity)	1000.0
7 (Moisture Absorption (as per 1124), %)	1000.0
7 (Hardness)	2000.0

764

Technical Data Specification (0) - Technical Data Specification

Technical Data Specification

- View breakup
-

Clause No.	Testing Charges (Excl. Of Taxes)	NABL
NA (Dimensions)	500.0
NA (Capacity)	500.0
NA (Dimensions)	500.0
1 ()	-

765

IS 516 : Part 5 : Sec 4 (2020) - Hardened Concrete Methods of Test Part 5 Non-Destructive Testing of Concrete Section 4 Rebound Hammer Test ( First Revision )

Hardened Concrete Methods of Test Part 5 Non-Destructive Testing of Concrete Section 4 Rebound Hammer Test ( First Revision )

- View breakup
-

Clause No.	Testing Charges (Excl. Of Taxes)	NABL
0 (Rebound hammer test (field test))	15000.0

766

IS 516 : Part 4 (2018) - Hardened Concrete -Methods of Test -Part 4, Sampling, Preparing and Testing of Concrete Cores ( First Revision ) ( IS 516 :(Part 4):2018)

Hardened Concrete -Methods of Test -Part 4, Sampling, Preparing and Testing of Concrete Cores ( First Revision ) ( IS 516 :(Part 4):2018)

- View breakup
-

Clause No.	Testing Charges (Excl. Of Taxes)	NABL
8 (Equivalent Cube Strength of Concrete core 1 set IS 516 (Part 4):2018)	4000.0
8 (Equivalent Cube Strength of core samples with preparation, N/mm^2)	5000.0
ASTM (Cement - Aggregate content in Concrete core)	4000.0

767

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 1 (Fineness IS 4031(2):1999)	1000.0
7, Table 2, Sl No 6 (Drying Shrinkage IS 4031(10):1988)	1000.0
7, Table 2, Sl No 4c (28 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 4a (3 Days Compressive strength, IS 4031(6):1988)	1000.0
7, Table 2, Sl No 3b (Setting time-Final IS 4031(5):1988)	250.0
7, Table 2, Sl No 3a (Setting time-Initial 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
6, Table 1, Sl No 6 (Alkali content IS 4032:1985)	2000.0
6, Table 1, Sl No 5 (Chloride content, IS 4032:1985)	800.0
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 2 (Magnesia IS 4032:1985)	600.0
6, Table 1, Sl No 1 (Insoluble residue, IS 4032:1985)	600.0
13 (Consistency of Cement)	500.0
7 (Compressive strength-24 +/- 1 h)	1000.0
Custom (Fineness of Cement by Wet Sieving [as per IS 4031 (Part 15): 1991])	500.0

768

IS IS 1708 : Part 15 (1986) - Timber

Timber

- View breakup
-

Clause No.	Testing Charges (Excl. Of Taxes)	NABL
0 (Nail and screw holding power)	3000.0

769

IS IS 1708 : Part 12 (1986) - Timber

Timber

- View breakup
-

Clause No.	Testing Charges (Excl. Of Taxes)	NABL
0 (Tensile Strength parallel to Grain)	2000.0

770

IS IS 1708 : Part 11 (1986) - Timber

Timber

- View breakup
-

Clause No.	Testing Charges (Excl. Of Taxes)	NABL
0 (Shear strength parallel to Grain)	1500.0

771

IS IS 1708 : Part 9 (1986) - Timber

Timber

- View breakup
-

Clause No.	Testing Charges (Excl. Of Taxes)	NABL
0 (Compressive Strength Perpendicular to Grain)	3000.0

772

IS IS 1708 : Part 8 (1986) - Timber

Timber

- View breakup
-

Clause No.	Testing Charges (Excl. Of Taxes)	NABL
0 (Compressive Strength Parallel to Grain)	3000.0

773

IS IS 1708 : Part 5 (1986) - Timber

Timber

- View breakup
-

Clause No.	Testing Charges (Excl. Of Taxes)	NABL
0 (Static Bending Strength)	3000.0

774

IS IS 1708 : Part 2 (1986) - Timber

Timber

- View breakup
-

Clause No.	Testing Charges (Excl. Of Taxes)	NABL
0 (Specific Gravity)	500.0

775

IS IS 1708 : Part 1 (1986) - Timber

Timber

- View breakup
-

Clause No.	Testing Charges (Excl. Of Taxes)	NABL
0 (Moisture Content)	1000.0

776

IS 383 (2016) - Coarse and Fine Aggregate for Concrete - Specification (Third Revision) [All Tests 2386]

Coarse and Fine Aggregate for Concrete - Specification (Third Revision)

- View breakup
-

Clause No.	Testing Charges (Excl. Of Taxes)	NABL
6 (IS:2386(Pt.-1)_Size and Grading of Aggregates-Sieve Analysis)	2000.0
5.2 (Deleterious materials)	2000.0
5.6 (Alkali aggregate reactivity, m.mol/lit.)	3000.0
5.5 (IS:2386(Pt.-5)_Soundness)	2000.0
5.4.3 (IS:2386(Pt.-4)_Abrasion Value, %)	1500.0
5.4.2 (IS:2386(Pt.-4)_Impact Value, %)	1500.0
5.4.1 (IS:2386(Pt.-4)Crushing Value)	1500.0
5.3 (Combined Elongation Index and Flakiness Index)	3000.0
5.7 (Specific gravity)	500.0
5.7 (Water absorption)	1000.0
5.2 (Deleterious materials)	2000.0
5.3 (IS:2386(Pt.-1)_Flakiness Index)	1500.0
5.3 (IS:2386(Pt.-1)_Elongation Index)	1500.0
- - (Alkali Aggregate Reactivity (Mortar Bar Method) [on the lines of IS 2386 (Part 7)] after 1 month.)	4000.0
- - (Alkali Aggregate Reactivity (Mortar Bar Method) [on the lines of IS 2386 (Part 7)], after 2 months)	5000.0
- (Alkali Aggregate Reactivity (Mortar Bar Method) [on the lines of IS 2386 (Part 7)], after 3 months)	7000.0
- - (Alkali Aggregate Reactivity (Mortar Bar Method) [on the lines of IS 2386 (Part 7)], after 6 months)	10000.0
5.5 (IS:2386(Pt.-5)_Soundness)	2000.0

777

NSS 2022 (2022) - Non Standard Specification (NSS) as per Customer's request

Non Standard Specification (NSS) as per Customer's request

- View breakup
-

Clause No.	Testing Charges (Excl. Of Taxes)	NABL
1 (As per customer's request)	1200.0

778

IS 3589 (2001) - Steel pipes for water and sewage (168.3 To 2540 Mm Outside Diameter) - Specification (Third Revision)

Steel pipes for water and sewage (168.3 To 2540 Mm Outside Diameter) - Specification (Third Revision)

- View breakup
-

Clause No.	Testing Charges (Excl. Of Taxes)	NABL
9.2 (Flattening test)	1000.0
9.1 (Elongation)	1000.0
9.1 (Yield Strength)	1000.0
9.1 (Tensile Strength)	1000.0
12.5 (Straightness)	1000.0
14 (Visual Inspection, Apperance and Workman ship)	1000.0
11 (Weight)	1000.0
11 (Dimension (Diameter))	1000.0
9.3 (Guided Bend Test (Face Bend and Root Bend) as per cl.9.3.1 of IS 3589 or relevant Specification)	1500.0
10 (Hydraulic Pressure Test / Leak Test as per Clause 10.1 of IS 3589 or relevant Specification)	2500.0

779

IS 12823 (2015) - Wood Products - Prelaminated Particle Boards -Specification

Wood Products - Prelaminated Particle Boards -Specification

- View breakup
-

Clause No.	Testing Charges (Excl. Of Taxes)	NABL
10.14 (Resistance to Stain-IS 12823:2015 Annex G)	1500.0
10.13 (Resistance to Cigarette Burn-IS 12823:2015 Annex F)	500.0
10.12 (Resistance to Crack-IS 12823:2015 Annex E)	500.0
10.11 (Resistance to Steam-IS 12823:2015 Annex D)	500.0
10.10 Table 2, Sl No (ix) (Abrasion Resistance-IS 12823:2015 Annex C)	5000.0
10.9, Table 2, Sl No (viii) (Screw Withdrawal Strength -IS 2380 (Part 14):1977)	1500.0
10.8, Table 2, Sl No (vii) (Tensile strength perpendicular to surface after ageing-IS 12823:2015 &-IS 2380 (Part 5):1977)	2000.0
10.7 Table 2, Sl No (vi) (Tensile strength perpendicular to surface-IS 2380 (Part 5):1977)	2000.0
10.6Table 2, Sl No (v) (Modulus of Rupture & Modulus of Elasticity-IS 2380 (Part 4):1977)	2500.0
10.5 Table 2, Sl No (iv) (Swelling in Water-IS 2380 (Part 17):1977)	1000.0
10.4 Table 2, Sl No (iii) (Water Absorption-IS 2380 (Part 16):1977)	1000.0
10.3 (Moisture Content-IS 2380 (Part 3):1977)	1000.0
10.2, Table 2, Sl No (i) & (ii) (Density-IS 2380 (Part 3):1977)	500.0
8 (Dimension & Tolerances-IS 12823:2015 Annex B)	500.0
7 (Finish-IS 12823:2015)	1000.0

780

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
4 (Flexural Strength of Concrete Beam [as per IS 516 (Part 1) : 2021], in N/mm^2)	4000.0
3 (Compressive strength of Concrete, in N/mm^2)	1200.0
3 (Compressive strength of Concrete (With Additives), in N/mm^2)	1200.0