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

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Scope List

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509 Results

S.No.

Standard No.

Product

Testing Charges (Excl. Of Taxes)

421

ASTM C348 (2021) - Standard Test Method for Compressive Strength of Hydraulic Cement Mortars

Standard Test Method for Compressive Strength of Hydraulic Cement Mortars

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
3 (Flexural strength)	4000.0

422

ASTM C 109 (1995) - Standard Test Method for Compressive Strength of Hydraulic Cement Mortars

Standard Test Method for Compressive Strength of Hydraulic Cement Mortars

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
3 (compressive strength)	4000.0

423

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,672±4 h)	1000.0

424

IS 4860 (1968) - Specification for acid - Resistant bricks

Specification for acid - Resistant bricks

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
4 (Compressive Strength)	2000.0

425

IS 14871 (2000) - Fibre reinforced Cement - Corrugated or Asymmetrical Sheets& Fittings for Roofing & Claddi

Fibre reinforced Cement - Corrugated or Asymmetrical Sheets& Fittings for Roofing & Claddi

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
5.5.1.1 (a) (Dimension (Profile))	1000.0
5.4.1 (Dimensions : Length and Width)	500.0
5.4.1.2 (Thickness)	500.0
5.4.1.3 (No. of Corrugations)	500.0
5.4.1.4 (Dimensional Tolerances)	500.0
5.4.2 (Breaking Load and Deflection)	8000.0
5.4.3.1 (Impermeability)	4000.0
5.4.3.2 (Frost Resistance)	20000.0
5.4.3.3 (Apparent Density)	1000.0
5.4.3.4 (Warm Water)	25000.0

426

IS 14862 (2000) - Fibre cement flat sheets - specification

Fibre cement flat sheets - specification

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
5.1 (Dimensional and Geometrical characterstics)	2000.0
5.2.1 (Bending Strength in equilibrium condition)	4000.0
5.2.2 (Apparent Density)	1000.0
6.1 (Bending Strength)	8000.0
6.2 (Water Impermeability)	4000.0
6. 3 (Frost Resistance Test)	30000.0
6.4 (Warm Water Test)	30000.0
6.5 (Soak Dry Test)	25000.0

427

IS 2202 : Part 2 (1983) - Wooden Flush Door Shutters (solid Core Type): Part 2 Particle Board And Hardboard Face Panels

Wooden Flush Door Shutters (solid Core Type): Part 2 Particle Board And Hardboard Face Panels

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
7 (Workmanship and Finish-IS 2202 (Part 1):1999)	1000.0

428

IS 2202 : Part 1 (2023) - Wooden flush door shutters (Solid Core Type) - Specification: Part 1 plywood face panels (Sixth Revision)

Wooden flush door shutters (Solid Core Type) - Specification: Part 1 plywood face panels (Sixth Revision)

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
11.15 (Screw Withdrawal Resistance Test-IS 4020 (Part 16):1998)	1500.0
11.14 (Glue Adhesion Test-IS 4020 (Part 15):1998 for BWP and (60± 2)°C for MR)	1000.0
11.13 (Knife test-IS 4020 (Part 14):1998)	1000.0
11.12 (End Immersion Test-IS 4020 (Part 13):1998 for BWP and 3cycle for MR)	1000.0
11.10 (Misuse Test-IIS 4020 (Part 11):1998)	1000.0
11.9.2 or 11.9.3 (Slamming Test-Cl 2.1 or 3.1 of IS 4020 (Part 10):1998)	1000.0
11.8 (Buckling Test-IS 4020 (Part 9):1998)	1500.0
11.7.1 and 11.7.2 (Shock Resistance test- Cl 2.1 & 3.1 of IS 4020 (Part 8):1998)	1500.0
11.6 (Edge loading test-IS 4020 (Part 7):1998)	1500.0
11.5 (Flexure Test-IS 4020 (Part 6):1998)	1000.0
11.4 (Impact Indentation-IS 4020 (Part 5):1998)	1000.0
11.3 (Local planeness Test-IS 4020 (Part 4):1998)	1000.0
11.2 (General Flatness-IS 4020 (Part 3):1998)	1000.0
11.1 (Dimensions and Squareness-IS 4020 (Part 2):1998)	2000.0
9 (Workmanship and Finish-IS 2202 (Part 1):1999)	1000.0

429

IS 3097 (2006) - Veneered Particle Boards -Specification

Veneered Particle Boards -Specification

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
9.1 g (Modulus of Rupture and Modulus of Elasticity-IS 2380 (Part 4):1977)	2500.0

430

IS 4990 (2011) - Plywood for concrete shuttering works - Specification (Third Revision)

Plywood for concrete shuttering works - Specification (Third Revision)

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
10.1.7, Table 2 (Static Bending Strength-IS 1734 (Part 11):1983)	2000.0
8 (Workmanship & Finish- IS 4990:2011,)	1000.0
10.1.8, Table 3 (Wet Bending Strength--IS 4990:2011 & IS 1734 (Part 11):1983)	2000.0
10.1.6 (Tensile Strength-IS 1734 (Part 9):1983)	2500.0
10.1.5.2 (Glue Adhesion, after Mycological Test-IS 1734 (Part 7):1983 & IS 1734 (Part 5):1983 -)	500.0
10.1.5.1 (Glue Shear Strength, after Mycological Test-IS 1734 (Part 7):1983 & IS 1734 (Part 4):1983)	2000.0
10.1.3.1.2 (Glue Adhesion, after, after water resistance-IS 4990:2011 & IS 1734 (Part 5):1983)	500.0
10.1.3.1.1 (Glue Shear Strength, after Water Resistance-IS 4990:2011 & IS 1734 (Part 4):1983)	2000.0
10.1.2.2 (Adhesion of Plies in dry state-IS 1734 (Part 5):1983)	1000.0
10.1.2.1 (Glue Shear Strength in dry state-IS 1734 (Part 4):1983)	2000.0
10.1.1 (Moisture content-IS 4990:2011 & IS 1734 (Part 1):1983)	1000.0
7 (Dimension and Tolerances- IS 4990:2011, Annex C)	1000.0
10.1.9 (Retention of Preservative Treatment--IS 2753 (Part 1):1991)	3000.0

431

IS 14587 (1998) - Prelaminated Medium Density Fibre Board -specification

Prelaminated Medium Density Fibre Board -specification

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
10.6, Table 1, Sl No 1.4 & 1.5 (Modulus of Rupture and Modulus of Elasticity-IS 2380 (Part 4):1977)	2500.0
10.13 (Resistance to Cigarette Burn-IS 14587:1998 Annex E)	500.0
10.12 (Resistance to Crack-IS 14587:1998 Annex D)	500.0
10.11 (Resistance to Steam-IS 14587:1998 Annex C)	500.0
10.14 (Resistance to Stain-IS 14587:1998 Annex F)	1500.0
10.10, Table 1, Sl No 1.9 (Resistance to Surface Abrasion-IS 14587:1998 Annex B)	5000.0
10. 9, Table 1, Sl No 1.8 (Screw Withdrawal Test -IS 2380 (Part 14):1977)	1500.0
10. 8, Table 1, Sl No 1.7 (Tensile strength perpendicular to surface after ageing-IS 14587:1998 & -IS 2380 (Part 5):1977)	2000.0
10.7, Table 1, Sl No 1.6 (Tensile strength perpendicular to surface-IS 2380 (Part 5):1977)	2000.0
10.5,Table 1, Sl No 1.3 (Thickness swelling-IS 2380 (Part 17):1977)	1500.0
10.4, Table 1, Sl No 1.2 (Water Absorption-IS 2380 (Part 16):1977)	1000.0
10.3 (Moisture Content-IS 2380 (Part 3):1977)	1000.0
8 (Dimension & Tolerances-IS 12406)	500.0
7 (Finish-IS 14587:1998)	1000.0

432

IS 3087 (2005) - Practicle boards of wood and other lingnocellulosic materials (medium density) for general purposes -Specification

Practicle boards of wood and other lingnocellulosic materials (medium density) for general purposes -Specification

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
11.8, Table 1, Sl No.(vi) & (vii) (Modulus of Rupture and Modulus of Elasticity-IS 2380 (Part 4):1977)	2500.0
11.9.1, Table 1, Sl No.(ix), a & b (Tensile strength perpendicular to surface after cyclic/accelerated water resistance test-IS 2380 (Part 5):1977)	2000.0
11.10, Table 1, Sl No.(x) (Screw Withdrawal Strength-IS 2380 (Part 14):1977)	1500.0
11.9, Table 1, Sl No.(viii) (Tensile strength perpendicular to surface-IS 2380 (Part 5):1977)	2000.0
9.6 (Workability-IS 3087:2005)	2000.0
9.5 & 11.7Table 1, Sl No.(v) , (Swelling due to surface absorption-IS 2380 (Part 17):1977)	2000.0
9.4 & 11.6, Table 1, Sl No.(iii) & (iv) (Swelling in water-IS 2380 (Part 17):1977)	1500.0
9.3 & 11.5, Table 1, Sl No.(ii) (Water Absorption-IS 2380 (Part 16):1977)	1000.0
9.2 & 11.4 (Moisture content-IS 2380 (Part 3):1977)	1000.0
9.1 & 11.3, Table 1, Sl No.(i) (Density-IS 2380 (Part 3):1977)	500.0
8 and 11.2 (Dimensions and Tolerances-IS 2380 (Part 2):1977)	500.0

433

IS 12406 (2021) - Medium density fibre boards for general purpose - Specification (First Revision)

Medium density fibre boards for general purpose - Specification (First Revision)

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
9, Table 3 and 4, Sl No (x) (Screw Withdrawal Strength-IS 2380 (Part 14): 1977)	1500.0
9, Table 3 and 4, Sl No (vii) (Internal Bond strength after cyclic/accelerated water resistance test-IS 12406:2021 & IS 2380 (Part 5): 1977)	2000.0
9, Table 3 and 4, Sl No (vi) (Internal Bond Strength-IS 2380 (Part 5): 1977)	2000.0
9, Table 3 and 4, Sl No (viii) (Modulus of Rupture -IS 2380 (Part 4): 1977)	2500.0
9, Table 3 and 4, Sl No (ix) (Modulus of Elasticity-IS 2380 (Part 4): 1977)	2000.0
9, Table 3 and 4, Sl. No. (v) (Linear Expansion (thickness swelling of water) due to general absorption after 24 hr soaking -IS 2380 (Part17): 1977)	1000.0
9, Table 3 and 4, Table 3 & 4, Sl. No. (iii) & (iv) (Moisture Content-IS 2380 (Part 3): 1977)	1000.0
9, Table 3 & 4, Sl. No. (i) & (ii) (Density-IS 2380 (Part 3): 1977)	500.0
8, Table 2 (Dimension & Tolerances-IS 12406:2021, Annex A)	500.0
7 (Finish-IS 12406:2021)	1000.0

434

IS 1659 (2004) - Block boards - Specification (Fourth Revision)

Block boards - Specification (Fourth Revision)

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
9.2.5 (Modulus of Rupture & Modulus of Elasticity-IS 1659:2004, Clause 8.2.3 & Annex J)	2000.0

435

IS 15477 (2019) - Adhesives for Use with Ceramic, Mosaic and Stone Tiles- Specification (First Revision)

Adhesives for Use with Ceramic, Mosaic and Stone Tiles- Specification (First Revision)

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
5.2, Table 1, Sl No (ii)-(a) (Shear adhesion Strength-(Dry Condition)-Annex B of IS 15477:2019)	3000.0
5.5 (Slip Resistance (For vertical application only)-Annex E of IS 15477:2019)	3000.0
5.4 (Adjustment Time-Annex D of IS 15477:2019)	2000.0
5.3 (Open time-Annex C of IS 15477:2019)	2000.0
5.1, Table 1, Sl No (i)-(a) (Tensile adhesion Strength(Dry Condition)-Annex A of IS 15477:2019)	3000.0
5.6 (Deformability (for Vertical Application only)-Annex F 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)-(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

436

IS 12894 (2002) - Pulverized fuel ash - Lime bricks - Specification

Pulverized fuel ash - Lime bricks - Specification

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
7.1 (Crushing Strength)	2000.0

437

IS 15658 (2021) - Concrete Paving Blocks - Specification ( First Revision )

Concrete Paving Blocks - Specification ( First Revision )

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
7.3, Table 3, Sl No (ii) (Compressive Strength-IS 15658:2021, Annex D)	4000.0
7.2, Table2 (Dimensions & Tolerances-IS 15658:2021, Annex B)	3000.0
7.1 (General quality & Finish-IS 15658:2021)	1000.0
7.3, , Table 3, Sl No (v) (Flexural strength-IS 15658:2021, Annex G)	4000.0
7.3, Table 3, Sl No (iv) (Tensile Splitting Strength-IS 15658:2021, Annex F)	4000.0
7.3, Table 3, Sl No (iii) (Abrasion Resistance-(Dry condition)-IS 15658:2021, Annex E)	4000.0
7.3, Table 3, Sl No (iii) (Abrasion Resistance-(Wet condition)-IS 15658:2021, Annex E)	4000.0

438

IS 456 (2000) - Plain and reinforced concrete - WATER FOR CONSTRUCTION (Fourth Revision)

Plain and reinforced concrete - WATER FOR CONSTRUCTION (Fourth Revision)

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
5.4 (pH)	500.0
5.4 (Volume (in ml) of 0.02 (N) H2SO4 required for Neutralization of 100 ml water using mixed indicator.)	500.0
5.4 (Volume (in ml) of 0.02 (N) NaOH required for Neutralization of 100 ml water using phenolphthalein as an indicator.)	500.0
5.4 (Total dissolved solids)	1000.0
5.4 (Suspended Matter)	500.0
5.4 (Chlorides (as Cl))	1000.0
5.4 (Sulphates ( as SO3))	1000.0
5.4 (Total Inorganic Solids)	500.0
5.4 (Total Organic Solids)	500.0
5.4.1.2 (Test for Compressive strength (IS 516))	4000.0
5.4.1.3 (Initial setting time of test block with sample water compared with distilled water(IS 4031 (Part 5):1988)	2000.0

439

IS 1077 (1992) - Common burnt clay building bricks - Specification (Fifth Revision)

Common burnt clay building bricks - Specification (Fifth Revision)

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
7.1 (Compressive Strength-IS 3495 (Part 1) : 2019)	2000.0
7.2 (Water Absorption IS 3495 (Part 2) : 2019)	1000.0
7.3 (Efflorescence IS 3495 (Part 3) : 2019)	1000.0
6 (DIMENSIONS AND TOLERANCES-IS 1077 : 1992)	1000.0
5 (GENERAL QUALITY IS 1077 : 1992)	500.0

440

IS 2185 : Part 3 (1984) - Concrete Masonry Units Part 3 Autoclaved Cellular Aerated Concrete Blocks

Concrete Masonry Units Part 3 Autoclaved Cellular Aerated Concrete Blocks

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
8.4 (Compressive Strength, in N/mm²)	12000.0
8.6 (Drying Shrinkage, in %)	1000.0
8.3 (Block Density, kg/m³)	1000.0
8.2 (Dimensions (Length, width and thickness))	3000.0
5 (Moisture Content (as received condition), on the lines of IS 6441, %)	1000.0

441

IS 2185 : Part 1 (2005) - Concrete masonry units - Specification: Part 1 hollow and solid concrete blocks (Third Revision)

Concrete masonry units - Specification: Part 1 hollow and solid concrete blocks (Third Revision)

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
9.4 & Table2 (Compressive Strength-Annex D of -IS 2185 : Part 1)	4000.0
9.5 (Water Absorption-Annex E of -IS 2185 : Part 1)	1000.0
9.3 & 5 (Block Density-Annex C of -IS 2185 : Part 1)	1000.0
9.2, 4.2.3 & Table 1 (Dimensions-Annex B of -IS 2185 : Part 1)	500.0

442

IS 1237 (2012) - Cement Concrete Flooring Tiles - Specification

Cement Concrete Flooring Tiles - Specification

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
12.5 (Water Absorption-Annex E of IS 1237:2012)	1000.0
12.6 (Wet transverse strength-Annex F of IS 1237:2012)	2000.0
12.4 (Straightness-Annex D of IS 1237:2012)	500.0
12.3 (Perpendicularity-Annex C of IS 1237:2012)	500.0
12.2 (Flatness-Annex B of IS 1237:2012)	500.0
10 (General Quality-IS 1237:2012)	100.0
8.3 & Table2 (The thickness of Wearing Layer-IS 1237:2012)	100.0
7, 8.2 & Table1 (Thickness & Tolerances-IS 1237:2012)	100.0
7 & 8.1, Table1 (Dimensions & Tolerances-IS 1237:2012)	200.0
12.7 (Resistance to wear-Annex G of IS 1237:2012)	2000.0

443

IS 13801 (2013) - Chequered Cement Concrete Tiles -

Chequered Cement Concrete Tiles -

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
12.4 (Water Absorption)	1000.0
12.6 (Resistance to wear)	2000.0
12.5 (Wet transverse strength)	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)	100.0
7 (Dimension: Thickness)	100.0
7.1,Table 1,Column 2 (Dimensions -Length)	300.0
9 (Depth of groove (IS 13801:2013))	-
8.2 (Tolerance on Thickness (IS 13801:2013))	-
7.1,Table 1,Column 3 (Dimension-Breadth(IS 13801:2013))	-

444

IS 710 (2010) - Marine Plywood -Specification

Marine Plywood -Specification

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
9.1.6 (Static Bending Strength-IS 1734 (Part 11):1983)	3000.0
9.1.7 (Wet Bending Strength-IS 710:2010 & IS 1734 (Part 11):1983)	3000.0
9.1.5 (Mycological Test-Observation, Glue Shear Strength and Adhesion of Plies- IS 1734 (Part 7, 4 & 5):1983)	2500.0
9.1.4 (Tensile Strength-IS 1734 (Part 9):1983)	2500.0
9.1.3.1.2 (Water Resistance Test-Adhesion of Plies-IS 710:2010 & IS 1734 (Part 5):1983)	1000.0
9.1.2.2 (Glue Adhesion in Dry State-Adhesion of Plies in dry state-IS 1734 (Part 5):1983)	1000.0
9.1.2.1 (Glue Adhesion in Dry State-Glue Shear Strength-IS 1734 (Part 4):1983)	2000.0
7 (Workmanship & Finish-IS 710:2010)	1000.0
6 (Dimensions-IS 710:2010, Annex B)	1000.0
9.1.1 (Moisture content-IS 1734 (Part 1):1983)	1000.0
9.1.8 (Retention of preservative-IS 2753 (Parts 1 & 2))	3000.0

445

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, ,672±4 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, 72±1 h [as per IS 4031 (Part 6)], MPa)	1000.0
6 (Setting time Final [as per IS 4031 (Part 5)], minutes)	500.0
6 (Setting time Initial [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 (Magnesia (as per IS 4032), %)	500.0
5 (Insoluble Residue (as per IS 4032), %)	500.0
5 (Iron Oxide (as per IS 4032), %)	500.0
5 (Ratio of lime to silica, alumina and iron oxide (as per IS 4032))	1000.0
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

446

IS 455 (2015) - Portland slag cement - Specification

Portland slag cement - Specification

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
7 (28 Days Compressive strength,672±4 h)	1000.0

447

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

448

IS 1608 : Part 1 (2018) - Metallic materials - Tensile testing: Part 1 method of test at room temperature (Fourth Revision)

Metallic materials - Tensile testing: Part 1 method of test at room temperature (Fourth Revision)

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
14 (Tensile Test with sample preparation)	4000.0
14 (Tensile Test without sample preparation)	3000.0

449

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
7 (Chemical composition (Nitrogen))	208.0
7.1 (Chemical composition with micro alloying elements)	5000.0
7.1 (Chemical composition, % by mass)	2500.0

450

1708 (1986) - Testing of Small Specimen of Timber

Testing of Small Specimen of Timber

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
Part 1 (Moisture Content, in %)	1000.0
Part 2 (Specific Gravity /Density, g/cm3)	500.0
Part 5 (Static Bending Strength (MoR), N/mm2)	3000.0
Part 8 (Compressive Strength Parallel to Grain, N/mm2)	3000.0
Part 9 (Compressive Strength Perpendicular to Grain, N/mm2)	3000.0
Part 10 (Hardness under Static Indentation, N)	-
Part 11 (Shear Strength Paralled to Grain, N/mm2)	1500.0
Part 12 (Tensile Strength Parallel to Grain, N/mm2)	2000.0
Part 15 (a) (Nail Holding Power, N)	1500.0
Part 15 (b) (Screw Holding Power, N)	1500.0