BIS - LIMS (Laboratory Information Management System)

Universal Testing and Research Centre, New Delhi

487/59, Ground Floor, Village Peeragarhi, New Delhi, West, Delhi, 110087

9810730485 [email protected]

Scope List

Reset

11 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Exclusion

Testing Charges (Excl. Of Taxes)

Facility Type

Effective Date

Validity Date

Remark

IS 12406 (2003)

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

Grade 1& 2

12200 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 4( Types)	-	500	-
Cl 7(Finish)	-	500	-
Cl 8(Dimensions & Tolerances)	-	1000	-
Cl 11.4(Test For Density)	-	1000	-
Cl 11.5(Test For Moisture Content)	-	1000	-
Cl 11.6(Test For water Absorption)	-	1000	-
Cl 11.7.1(Due To General Absorption)	-	1000	-
Cl 11.7.2(Due To Surfacel Absorption)	-	1000	-
Cl 11.8(Tesr For Modulus Of Elasticity & Mudulus Of Rupture)	-	3000	-
Cl 11.9(Test For Internal Bond)	-	1000	-
Cl 11.10(Test For Screw Withdrawal Strength)	-	1000	-
Table 1 (iii)(Moisture content, Grade 1)	-	500	-
Table 1 (iii)(Moisture content, Grade 2)	-	500	-

Complete

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-

IS 14587 (1998)

Prelaminated Medium Density Fibre Board -specification

Grade 1& 2

15200 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8(Dimensions and tolerances)	-	1000	-
10.2, Table-1(Test for Density)	-	1000	-
10.4, Table-1(Test for Water Absorption)	-	1000	-
10.5(test for swelling in water)	-	1000	-
10.6(test for modulis of rupture)	-	3500	-
10.7(Test for tensile strength perpendicular to Surface)	-	1000	-
10.8(Test for tensile strength perpendicular to Surface after ageing )	-	1000	-
10.9(test screw withdrawal strength)	-	1000	-
10.1(test for surface abrasion resistance)	-	2000	-
10.11(test for resistance to steam)	-	1000	-
10.12(test for resistance to crack)	-	1000	-
10.13(test for resistance to cigarette burn)	-	1000	-
10.14(test for resistance to stain)	-	1000	-

Complete

-
-

IS 12823 (2015)

Prelaminated Particle Boards from Wood and other Lignocellulosic Material - Specification ( First Revision )

Grade 1& 2

13500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 7(Finish)	-	500	-
Cl 8(Dimensions & Tolerances)	-	2000	-
Cl 10.2(Test For Density)	-	1000	-
Cl 10.3(Test For Moisture Content)	-	1000	-
Cl 10.4(For Water AbsorptionTest )	-	1000	-
Cl 10.5(For Swelling in water Test )	-	1000	-
Cl 10.6(Tesr For Modulus Of Elasticity & Mudulus Of Rupture)	-	3000	-
Cl 10.7(For Determination of Tensile Strength Perpendicular to Surface)	-	1000	-
Cl 10.8(For Determination of Tensile Strength Perpendicular to Surface After Ageing Test)	-	1000	-
Cl 10.9(Test For Screw Withdrawal Strength)	-	1000	-
Cl 10.10 & Annex C( Test For Abrasion Resistance)	-	1000	-
Cl 10.11 & Annex D( Test For Resistance to Steam)	-	1000	-
Cl 10.12 & Annex E( Test For Crack Resistance)	-	1000	-
Cl 10.13 & Annex F( Test For Resistance to Cigarette Burn)	-	1000	-
Cl 10.14 & Annex G( Test For Resistance to Stain)	-	1000	-

Complete

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-

IS 3087 (2005)

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

Grade 1& 2

16700 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
1 (i) Table 1(Density Variation (Flat Pressed Single Layer))	-	1000	-
1 (i) Table 1(Density Variation (Flat Pressed Three Layer grade 1))	-	1000	-
1 (i) Table 1(Density Variation (Flat Pressed Three Layer grade 2))	-	1000	-
1 (i) Table 1(Density Variation (Extrusion Pressed Solids) XPS)	-	1000	-
1 (i) Table 1(Density Variation (Extrusion Pressed Tubular) XPS)	-	1000	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Single Layer))	-	1000	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Three Layer grade 1))	-	1000	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Three Layer grade 2))	-	1000	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Extrusion Pressed Solids) XPS)	-	1000	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Extrusion Pressed Tubular) XPS)	-	1000	-
1 (ii) Table 1 (b)(Water absorption, 24h soacking (Flat Pressed Single Layer))	-	1000	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Flat Pressed Three Layer grade 1))	-	1000	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Flat Pressed Three Layer grade 2))	-	1000	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Extrusion Pressed Solids) XPS)	-	1000	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Extrusion Pressed Tubular) XPS)	-	1000	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Single Layer))	-	3000	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Three Layer grade 1))	-	3000	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Three Layer grade 2))	-	3000	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Extrusion Pressed Solids) XPS)	-	3000	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Extrusion Pressed Tubular) XPS)	-	3000	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Single Layer))	-	3000	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Three Layer grade 1))	-	3000	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Three Layer grade 2))	-	3000	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Extrusion Pressed Solids) XPS)	-	3000	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Extrusion Pressed Tubular) XPS)	-	3000	-
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Single Layer))	-	3000	-
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Three Layer grade 1))	-	3000	-
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Three Layer grade 2))	-	3000	-
1 (iv) Table 1(Thickness swelling, Width (Extrusion Pressed Solids) XPS)	-	3000	-
1 (iv) Table 1(Thickness swelling, Width (Extrusion Pressed Tubular) XPS)	-	3000	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Single Layer))	-	3000	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Three Layer grade 1))	-	3000	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Three Layer grade 2))	-	3000	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Extrusion Pressed Solids) XPS)	-	3000	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Extrusion Pressed Tubular) XPS)	-	3000	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Single Layer))	-	3000	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Three Layer grade 1))	-	3000	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Three Layer grade 2))	-	3000	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Extrusion Pressed Solids) XPS)	-	3000	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Extrusion Pressed Tubular) XPS)	-	3000	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Single Layer))	-	3000	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Three Layer grade 1))	-	3000	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Three Layer grade 2))	-	3000	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Extrusion Pressed Solids) XPS)	-	3000	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Extrusion Pressed Tubular) XPT)	-	3000	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Flat Pressed Single Layer))	-	1000	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface,Upto 20mm thickness (Flat Pressed Three Layer grade 1))	-	1000	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Flat Pressed Three Layer grade 2))	-	1000	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Extrusion Pressed Solids) XPS)	-	1000	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Extrusion Pressed Tubular) XPT)	-	1000	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Flat Pressed Single Layer))	-	1000	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface,Above 20mm thickness (Flat Pressed Three Layer grade 1))	-	1000	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Flat Pressed Three Layer grade 2))	-	1000	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Extrusion Pressed Solids) XPS)	-	1000	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Extrusion Pressed Tubular) XPT)	-	1000	-
7(Finish)	-	1000	-
8.3(Dimensional Tolerances)	-	2000	-
9.2, 11.4(Moisture content)	-	1000	-
11.10(screw withdrawal strength)	-	1000	-

Complete

-
-

IS 1659 (2004)

Block boards - Specification (Fourth Revision)

MR & BWP

7200 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.2.6(Spot test - Annexure L)	-	1500	-
9.2.5(Modulus of elasticity - MINIMUM INDIVIDUAL - Annexure K)	-	1600	-
9.2.5(Modulus of elasticity - AVERAGE - Annexure K)	-	1600	-
9.2.5(Modulus of rupture - MINIMUM INDIVIDUAL - Annexure K)	-	1600	-
9.2.5(Modulus of rupture - AVERAGE - Annexure K)	-	1600	-
9.2.4(Mycological Test [for MR grade only] - Annexure J)	-	1500	-
9.2.3(Adhesion of Plies - Annexure H)	-	600	-
9.2.2 (Resistance to water - Annexure G, Annexure H [For MR Grade])	-	1000	-
9.2.2 (Resistance to water - Annexure G, Annexure H [For BWP grade])	-	1000	-
9.2.1(Dimensional Changes caused by humidity Change in local planeness - Annexure F)	-	1000	-
9.2.1(Dimensional Changes caused by humidity - Delamination - Annexure F)	-	1000	-
9.2.1(Dimensional Changes caused by humidity - Change in thickness - at 40% RH - Annexure F)	-	1000	-
9.2.1(Dimensional Changes caused by humidity - Change in Thickness - at 90% RH - Annexure F)	-	1000	-
9.2.1(Dimensional Changes caused by humidity - Change in Length - at 40% RH - Annexure F)	-	1000	-
9.2.1(Dimensional Changes caused by humidity - Change in Length - at 90% RH - Annexure F)	-	1000	-
7.3(Dimensional Requirements - Variation in thickness - Annexure E)	-	1000	-
7.3(Dimensional Requirements - Squareness - Annexure D)	-	500	-
7.3(Dimensional Requirements - Edge Straightness - Annexure D)	-	500	-
7.3(Dimensional Requirements - Thickness - Annexure E)	-	500	-
7.3(Dimensional Requirements - Width - 8.1.4)	-	500	-
7.3(Dimensional Requirements - Length - 8.1.4)	-	500	-
8.1.3, 6.3.3, IS 1328(Visual Inspection - Permissible Defects - IS 1328 [test method for DECORATIVE type])	-	500	-
8.1.3, 6.3.3, IS 303(Visual Inspection - Permissible Defects - IS 303 [test method for COMMERCIAL type])	-	500	-
9.2.6 (mechanical)(Spot test - Annexure L)	-	1500	-

Complete

-
-

IS 10701 (2012)

Structural plywood - Specification (First Revision)

BWP & BWR

17500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
11.3(Glue Shear strength in dry state)	-	2000	-
11.4.1(Resistance to Water)	-	2000	-
11.4.2(Resistance to Water)	-	1000	-
11.6(Tensile Strength)	-	1600	-
11.7.1(Compressive Strength, Bending Strength, Panel Shear Strength, Plate Shear Strength and Rolling Shear Strngth)	-	6000	-
11.8(Wet Bending Strength)	-	5000	-
Clause 11.2(Moisture content)	-	1000	-

Complete

-
-

IS 1328 (1996)

Veneered Decorative Plywood -Specification

MR & BWR

5500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1(Grade - For BWR)	-	500	-
4.1(Grade - For MR)	-	500	-
7.1.1(Requirements - Open splits, checks or open joints - For Type 1 - Cl. 7.1.1)	-	500	-
7.2.1(Requirements - Open splits, checks or open joints - For Type 2 - Cl. 7.2.1)	-	500	-
7.1.2(Requirements - Other defects - For Type 1 - Cl. 7.1.2)	-	500	-
7.2.2(Requirements - Other defects - For Type 2 - Cl. 7.2.2.)	-	500	-
7.1.3(Requirements - Other Charcteristics and Manufacturing Defects - For Type 1 - Cl. 7.1.3)	-	500	-
7.2.3(Requirements - Other Charcteristics and Manufacturing Defects - For Type 2 - Cl. 7.2.3)	-	500	-
8(Dimensions & Tolerances - Length - Cl. 8)	-	500	-
8(Dimensions & Tolerances - Width - Cl. 8)	-	500	-
8(Dimensions & Tolerances - Thickness - Cl. 8)	-	500	-
8(Dimensions & Tolerances - Edge Straightness - Annexure C)	-	500	-
8(Dimensions & Tolerances - Squareness - Annexure C)	-	500	-
9(Finish - Cl. 9.1, 8.3)	-	500	-
9(Finish - Cl. 9.2, 8.3)	-	500	-
11(Tests - Moisture Content - Part 1 of IS 1734)	-	500	-
11(Tests - Water Resistance Test - Cl. 11.1.2.1 [for MR Grade])	-	800	-
11(Tests - Water Resistance Test - Cl. 11.1.2.2 [for BWR Grade])	-	800	-

Complete

-
-

IS 5509 (2021)

Fire Retardant Plywood - Specification ( Third Revision )

MR, BWR & BWP

10500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
8.3 (Table 1)(b) 6 mm and above)	-	10500		-

Complete

-
-

IS 4990 (2011)

Plywood for concrete shuttering works - Specification (Third Revision)

BWP & BWR

12800 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.0(Types)	-	200	-
7.2(DIMENSIONS & TOLERANCES )	-	500	-
7.2(DIMENSIONS & TOLERANCES )	-	500	-
7.3(DIMENSIONS & TOLERANCES )	-	500	-
7.4(DIMENSIONS & TOLERANCES )	-	500	-
7.4(DIMENSIONS & TOLERANCES )	-	500	-
8.1(WORKMANSHIP AND FINISH )	-	200	-
8.3(WORKMANSHIP AND FINISH )	-	200	-
10.1.1(MOISTURE CONTENT)	-	500	-
10.1.2, 10.1.2.1 (Table-1)(GLUE ADHESION IN DRY STATE)	-	600	-
10.1.2, 10.1.2.2(GLUE ADHESION IN DRY STATE)	-	500	-
10.1.3, 10.1.3.1.1 (Table-1)(RESISTANCE TO WATER TEST)	-	500	-
10.1.3, 10.1.3.1.2(RESISTANCE TO WATER TEST)	-	600	-
10.1.5(MYCOLOGICAL TEST )	-	2600	-
10.1.5, 10.1.5.1 (Table-1)(MYCOLOGICAL TEST )	-	2600	-
10.1.5.2(MYCOLOGICAL TEST )	-	2600	-
10.1.7 (Table-2)(STATIC BENDING STRENGTH)	-	1200	-
10.1.7 (Table-2)(STATIC BENDING STRENGTH)	-	1200	-
10.1.8 (Table-3)(WET BENDING STRENGTH)	-	1600	-
10.1.8 (Table-3)(WET BENDING STRENGTH)	-	1600	-
10.1.9(RETENTION OF PRESERVATIVE)	-	2000	-
10.1.6(TENSILE STRENGTH)	-	1000	-
Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Rupture: Across the Face Grain: Minimum Individual))	-	1000	-
Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Rupture: Across the Face Grain: Average))	-	1000	-
Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Rupture: Along the Face Grain: Minimum Individual))	-	1000	-
Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Rupture: Along the Face Grain: Average))	-	1000	-
Cl. 10.1.8 (Table 3)(Cl. 10.1.8 (Table 3) (Modulus of Elasticity: Across the Face Grain: Minimum Individual))	-	1000	-
Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Elasticity: Across the Face Grain: Average))	-	1000	-
Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Elasticity: Along the Face Grain: Minimum Individual))	-	1000	-
Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Elasticity: Along the Face Grain: Average))	-	1000	-
Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Rupture: Across the Face Grain: Minimum Individual))	-	1000	-
Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Rupture: Across the Face Grain: Average))	-	1000	-
Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Rupture: Along the Face Grain: Minimum Individual))	-	1000	-
Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Rupture: Along the Face Grain: Average))	-	1000	-
Cl. 10.1.7 (Table 2)(Cl. 10.1.7 (Table 2) (Modulus of Elasticity: Across the Face Grain: Minimum Individual))	-	1000	-
Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Elasticity: Across the Face Grain: Average))	-	1000	-
Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Elasticity: Along the Face Grain: Minimum Individual))	-	1000	-
Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Elasticity: Along the Face Grain: Average))	-	1000	-
Cl. 10.1.6(Cl. 10.1.6 (Tensile Strength: Sum of the Tensile Strength in two directions))	-	1000	-
Cl. 10.1.6 (Cl. 10.1.6 (Tensile Strength: Perpendicular to grain))	-	1000	-
Cl. 10.1.6(Cl. 10.1.6 (Tensile Strength: Parallel to grain))	-	1000	-
10.1.9(Chem)(RETENTION OF PRESERVATIVE)	-	2000	-

Complete

-
-

IS 710 (2010)

Marine plywood - Specification (Second Revision)

BWP & BWR

12800 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.1(WORKMANSHIP AND FINISH )	-	200	-
7.2(WORKMANSHIP AND FINISH )	-	200	-
7.3(WORKMANSHIP AND FINISH )	-	200	-
7.5(WORKMANSHIP AND FINISH )	-	200	-
6.1(DIMENSIONS)	-	500	-
6.1(DIMENSIONS)	-	500	-
6.2(DIMENSIONS)	-	500	-
6.3(DIMENSIONS)	-	500	-
6.3(DIMENSIONS)	-	500	-
9.1.1(MOISTURE CONTENT)	-	500	-
9.1.2 , 9.1.2.1(Glue Adhesion in Dry State)	-	600	-
9.1.2 , 9.1.2.2(Glue Adhesion in Dry State)	-	600	-
9.1.3 , 9.1.3.1.1(Water resistance test)	-	500	-
9.1.3 , 9.1.3.1.2(Water resistance test)	-	500	-
9.1.5(Mycological test)	-	2600	-
9.1.5 , 9.1.3.1.1(Mycological test)	-	2600	-
9.1.5 , 9.1.3.1.2(Mycological test)	-	2600	-
9.1.4(Tensile strength)	-	1000	-
9.1.6 (Table 3)(Static bending strength)	-	1200	-
9.1.6 (Table 3)(Static bending strength)	-	1200	-
9.1.7 (Table 4)(Wet bending strength)	-	1600	-
9.1.7 (Table 4)(Wet bending strength)	-	1600	-
9.1.8(Retention of preservative)	-	2000	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Across the Face Grain: Minimum Individual))	-	1200	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Across the Face Grain: Average))	-	1200	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Along the Face Grain: Minimum Individual))	-	1200	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Along the Face Grain: Average))	-	1200	-
Cl. 9.1.7 (Table 4)(Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Across the Face Grain: Minimum Individual))	-	1200	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Across the Face Grain: Average))	-	1200	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Along the Face Grain: Minimum Individual))	-	1200	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Along the Face Grain: Average))	-	1200	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Across the Face Grain: Minimum Individual))	-	1200	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Across the Face Grain: Average))	-	1200	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Along the Face Grain: Minimum Individual))	-	1200	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Along the Face Grain: Average))	-	1200	-
Cl. 9.1.6 (Table 3)(Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Across the Face Grain: Minimum Individual))	-	1200	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Across the Face Grain: Average))	-	1200	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Along the Face Grain: Minimum Individual))	-	1200	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Along the Face Grain: Average))	-	1200	-
Cl. 9.1.4(Cl. 9.1.4 (Tensile Strength: Sum of the Tensile Strength in two directions))	-	1000	-
Cl. 9.1.4 (Cl. 9.1.4 (Tensile Strength: Perpendicular to grain))	-	1000	-
Cl. 9.1.4(Cl. 9.1.4 (Tensile Strength: Parallel to grain))	-	1000	-
Cl.9.1.5,9.1.3.1.1 (Cl.9.1.5 (Mycological Test),9.1.3.1.1 (Glue Shear Strength: Individual))	-	2600	-
Cl.9.1.5,9.1.3.1.1 (Cl.9.1.5 (Mycological Test),9.1.3.1.1 ( Glue Shear Strength: Average))	-	2600	-
Cl. 9.1.3, 9.1.3.1.1 (Cl. 9.1.3 (Water Resistance Test) , 9.1.3.1.1 (Glue Shear Strength: Individual))	-	600	-
Cl. 9.1.3, 9.1.3.1.1 (Cl. 9.1.3 (Water Resistance Test ), 9.1.3.1.1 (Glue Shear Strength: Average))	-	600	-
Cl. 9.1.2, 9.1.2.1 (Cl. 9.1.2 (Glue Adhesion in Dry State), 9.1.2.1 ( Glue Shear Strength: Individual))	-	500	-
Cl. 9.1.2, 9.1.2.1 (Cl. 9.1.2 (Glue Adhesion in Dry State), 9.1.2.1 ( Glue Shear Strength: Average ))	-	500	-

Complete

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-

IS 303 (1989)

Plywood for General Purposes -

MR & BWR

6500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8(Dimensions & Tolerances - Length - Cl. 8)	-	300	-
8(Dimensions & Tolerances - Width - Cl. 8)	-	300	-
8(Dimensions & Tolerances - Thickness - Cl. 8)	-	300	-
8(Dimensions & Tolerances - Edge Straightness - Annexure C)	-	300	-
8(Dimensions & Tolerances - Squareness - Annexure C)	-	300	-
9(Workmanship and Finish - Cl.9, 8.3, Annexure C)	-	200	-
11.2.1(Glue Adhesion - Water resistance test - 11.2.1.1 [for MR Grade])	-	500	-
11.2.1(Glue Adhesion - Water resistance test - 11.2.1.1 [for BWR Grade])	-	500	-
11.2.2(Glue Adhesion - Mycological test - 11.2.2, Part 7 of IS 1734 [for MR Garde only])	-	2000	-
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average)	-	1600	-
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual)	-	1600	-
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual)	-	1600	-
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average)	-	1600	-
11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual)	-	1600	-
11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average)	-	1600	-
11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	1600	-
11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	1600	-
11.3(Moisture Content - Part 1 of IS 1734)	-	500	-
5.2, Table 1, Table 2(Quality Requirements - Cl. 5.2)	-	300	-
5.1(Type - For BB Type)	-	200	-
5.1(Type - For AB Type)	-	200	-
5.1(Type - For AA Type)	-	200	-
4(Grade - For MR grade)	-	200	-
4(Grade - For BWR grade)	-	200	-
cl. 13.1(marking)	-	200	-
cl. 13.2(marking)	-	200	-
Strength requiement for Seat Cl9.1(The seat shall withstand the load of 1150 N for 30 minutes without permanent distortion of the seat or the hinge fittings or damage to any finish.)	-	1000	-

Complete

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-

Bureau of Indian Standards

The National Standards Body of India

Universal Testing and Research Centre, New Delhi

487/59, Ground Floor, Village Peeragarhi, New Delhi, West, Delhi, 110087

9810730485 [email protected]

Scope List