| 1 |
Samtek Testing Laboratory LLP
| 9194336
| IS 710 (2024) |
MARINE PLYWOOD - SPECIFICATION (Third Revision) |
All type of Grade / Type / Size / Designation etc |
18500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-4.1(Timber) |
- |
500 |
|
- |
| Cl-4.2(Adhesive) |
- |
500 |
|
- |
| Cl-5.1(Veneers) |
- |
500 |
|
- |
| Cl-5.2.1(Glueing) |
- |
500 |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
500 |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
500 |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
500 |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
500 |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
500 |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
500 |
|
- |
| Cl-5.3(Treatment) |
- |
500 |
|
- |
| Cl-5.4(Moisture Content) |
- |
500 |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
500 |
|
- |
| Cl-6.2(Thickness) |
- |
500 |
|
- |
| Cl-6.3(Squareness) |
- |
500 |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
500 |
|
- |
| Cl-9.3(Moisture Content) |
- |
500 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
500 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
500 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
500 |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
500 |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
500 |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
500 |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
500 |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
500 |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
500 |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
500 |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
500 |
|
- |
| Cl-9.12(Steady-State Formaldehyde Emission Test) |
- |
0 |
|
- |
| Cl-9.4.2(Adhesion of Plies) |
- |
500 |
|
- |
| 5.1.1(Defects in veneers) |
- |
500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
500 |
|
- |
| Cl-9.9, Table-3 (ii) a((Modulus of Rupture: Across the Face Grain: Average) Wet Bending) |
- |
500 |
|
- |
| Cl-9.9, Table-3 (ii) b((Modulus of Rupture: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
500 |
|
- |
| Cl-6.1(Dimensions (width)) |
- |
500 |
|
- |
| Cl-8.3(Edge Straightness) |
- |
500 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength –Minimum Individual) |
- |
500 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength –Minimum Individual) |
- |
500 |
|
- |
| Cl-9.6(Tensile Strength-Across the grain) |
- |
500 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength –Minimum Individual) |
- |
500 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength -Average) |
- |
500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
500 |
|
- |
| Cl-11.1(Marking) |
- |
500 |
|
- |
| Cl-11.3(Marking) |
- |
500 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Rupture: Along the Face Grain: Minimum Individual) Wet Bending) |
- |
500 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Rupture: Along the Face Grain: Average) Wet Bending) |
- |
500 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Elasticity: Along the Face Grain: Minimum Individual) Wet Bending) |
- |
500 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Elasticity: Along the Face Grain: Average) Wet Bending) |
- |
500 |
|
- |
| Cl-4.1(Timber) |
- |
500 |
|
- |
| Cl-4.2(Adhesive) |
- |
500 |
|
- |
| Cl-5.1(Veneers) |
- |
500 |
|
- |
| Cl-5.2.1(Glueing) |
- |
500 |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
500 |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
500 |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
500 |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
500 |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
500 |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
500 |
|
- |
| Cl-5.3(Treatment) |
- |
500 |
|
- |
| Cl-5.4(Moisture Content) |
- |
500 |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
500 |
|
- |
| Cl-6.2(Thickness) |
- |
500 |
|
- |
| Cl-6.3(Squareness) |
- |
500 |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
500 |
|
- |
| Cl-9.3(Moisture Content) |
- |
500 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
500 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
500 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
500 |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
500 |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
500 |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
500 |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
500 |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
500 |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
500 |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
500 |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
500 |
|
- |
| Cl-9.12(Steady-State Formaldehyde Emission Test) |
- |
500 |
|
- |
| Cl-9.4.2(Adhesion of Plies) |
- |
500 |
|
- |
| 5.1.1(Defects in veneers) |
- |
500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
500 |
|
- |
| Cl-9.9, Table-3 (ii) a((Modulus of Rupture: Across the Face Grain: Average) Wet Bending) |
- |
500 |
|
- |
| Cl-9.9, Table-3 (ii) b((Modulus of Rupture: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
500 |
|
- |
| Cl-6.1(Dimensions (width)) |
- |
500 |
|
- |
| Cl-8.3(Edge Straightness) |
- |
500 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength –Minimum Individual) |
- |
500 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength –Minimum Individual) |
- |
500 |
|
- |
| Cl-9.6(Tensile Strength-Across the grain) |
- |
500 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength –Minimum Individual) |
- |
500 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength -Average) |
- |
500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
500 |
|
- |
| Cl-11.1(Marking) |
- |
500 |
|
- |
| Cl-11.3(Marking) |
- |
500 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Rupture: Along the Face Grain: Minimum Individual) Wet Bending) |
- |
500 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Rupture: Along the Face Grain: Average) Wet Bending) |
- |
500 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Elasticity: Along the Face Grain: Minimum Individual) Wet Bending) |
- |
500 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Elasticity: Along the Face Grain: Average) Wet Bending) |
- |
500 |
|
- |
| Cl-4.1(Timber) |
- |
0 |
|
- |
| Cl-4.2(Adhesive) |
- |
0 |
|
- |
| Cl-5.1(Veneers) |
- |
0 |
|
- |
| Cl-5.2.1(Glueing) |
- |
0 |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
0 |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
0 |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
0 |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
0 |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
0 |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
0 |
|
- |
| Cl-5.3(Treatment) |
- |
0 |
|
- |
| Cl-5.4(Moisture Content) |
- |
0 |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
0 |
|
- |
| Cl-6.2(Thickness) |
- |
0 |
|
- |
| Cl-6.3(Squareness) |
- |
0 |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
0 |
|
- |
| Cl-9.3(Moisture Content) |
- |
0 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
0 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
0 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
0 |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
0 |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
0 |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
0 |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
0 |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
0 |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
0 |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
0 |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
0 |
|
- |
| Cl-9.12(Steady-State Formaldehyde Emission Test) |
- |
0 |
|
- |
| Cl-9.4.2(Adhesion of Plies) |
- |
0 |
|
- |
| 5.1.1(Defects in veneers) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
0 |
|
- |
| Cl-9.9, Table-3 (ii) a((Modulus of Rupture: Across the Face Grain: Average) Wet Bending) |
- |
0 |
|
- |
| Cl-9.9, Table-3 (ii) b((Modulus of Rupture: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
0 |
|
- |
| Cl-6.1(Dimensions (width)) |
- |
0 |
|
- |
| Cl-8.3(Edge Straightness) |
- |
0 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength –Minimum Individual) |
- |
0 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength –Minimum Individual) |
- |
0 |
|
- |
| Cl-9.6(Tensile Strength-Across the grain) |
- |
0 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength –Minimum Individual) |
- |
0 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength -Average) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
0 |
|
- |
| Cl-11.1(Marking) |
- |
0 |
|
- |
| Cl-11.3(Marking) |
- |
0 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Rupture: Along the Face Grain: Minimum Individual) Wet Bending) |
- |
0 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Rupture: Along the Face Grain: Average) Wet Bending) |
- |
0 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Elasticity: Along the Face Grain: Minimum Individual) Wet Bending) |
- |
0 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Elasticity: Along the Face Grain: Average) Wet Bending) |
- |
0 |
|
- |
| Cl-4.1(Timber) |
- |
0 |
|
- |
| Cl-4.2(Adhesive) |
- |
0 |
|
- |
| Cl-5.1(Veneers) |
- |
0 |
|
- |
| Cl-5.2.1(Glueing) |
- |
0 |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
0 |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
0 |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
0 |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
0 |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
0 |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
0 |
|
- |
| Cl-5.3(Treatment) |
- |
0 |
|
- |
| Cl-5.4(Moisture Content) |
- |
0 |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
0 |
|
- |
| Cl-6.2(Thickness) |
- |
0 |
|
- |
| Cl-6.3(Squareness) |
- |
0 |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
0 |
|
- |
| Cl-9.3(Moisture Content) |
- |
0 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
0 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
0 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
0 |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
0 |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
0 |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
0 |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
0 |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
0 |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
0 |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
0 |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
0 |
|
- |
| Cl-9.12(Steady-State Formaldehyde Emission Test) |
- |
0 |
|
- |
| Cl-9.4.2(Adhesion of Plies) |
- |
0 |
|
- |
| 5.1.1(Defects in veneers) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
0 |
|
- |
| Cl-9.9, Table-3 (ii) a((Modulus of Rupture: Across the Face Grain: Average) Wet Bending) |
- |
0 |
|
- |
| Cl-9.9, Table-3 (ii) b((Modulus of Rupture: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
0 |
|
- |
| Cl-6.1(Dimensions (width)) |
- |
0 |
|
- |
| Cl-8.3(Edge Straightness) |
- |
0 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength –Minimum Individual) |
- |
0 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength –Minimum Individual) |
- |
0 |
|
- |
| Cl-9.6(Tensile Strength-Across the grain) |
- |
0 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength –Minimum Individual) |
- |
0 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength -Average) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
0 |
|
- |
| Cl-11.1(Marking) |
- |
0 |
|
- |
| Cl-11.3(Marking) |
- |
0 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Rupture: Along the Face Grain: Minimum Individual) Wet Bending) |
- |
0 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Rupture: Along the Face Grain: Average) Wet Bending) |
- |
0 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Elasticity: Along the Face Grain: Minimum Individual) Wet Bending) |
- |
0 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Elasticity: Along the Face Grain: Average) Wet Bending) |
- |
0 |
|
- |
|
- |
- - |
| 2 |
ACCURATE TEST SOLUTIONS LLP
| 8192806
| IS 710 (2024) |
MARINE PLYWOOD - SPECIFICATION (Third Revision) |
ALL |
15000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-4.1(Timber) |
- |
0 |
|
- |
| Cl-4.2(Adhesive) |
- |
0 |
|
- |
| Cl-5.1(Veneers) |
- |
0 |
|
- |
| Cl-5.2.1(Glueing) |
- |
0 |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
0 |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
0 |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
0 |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
0 |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
0 |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
0 |
|
- |
| Cl-5.3(Treatment) |
- |
0 |
|
- |
| Cl-5.4(Moisture Content) |
- |
0 |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
500 |
|
- |
| Cl-6.2(Thickness) |
- |
500 |
|
- |
| Cl-6.3(Squareness) |
- |
500 |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
500 |
|
- |
| Cl-9.3(Moisture Content) |
- |
500 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
500 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
2000 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
0 |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
0 |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
1000 |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
2000 |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
2000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
0 |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
0 |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
0 |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
0 |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
1000 |
|
- |
| Cl-9.4.2(Adhesion of Plies) |
- |
0 |
|
- |
| 5.1.1(Defects in veneers) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
0 |
|
- |
| Cl-9.9, Table-3 (ii) a((Modulus of Rupture: Across the Face Grain: Average) Wet Bending) |
- |
0 |
|
- |
| Cl-9.9, Table-3 (ii) b((Modulus of Rupture: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
0 |
|
- |
| Cl-6.1(Dimensions (width)) |
- |
1000 |
|
- |
| Cl-8.3(Edge Straightness) |
- |
500 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength –Minimum Individual) |
- |
0 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength –Minimum Individual) |
- |
0 |
|
- |
| Cl-9.6(Tensile Strength-Across the grain) |
- |
0 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength –Minimum Individual) |
- |
0 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength -Average) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
0 |
|
- |
| Cl-11.1(Marking) |
- |
500 |
|
- |
| Cl-11.3(Marking) |
- |
0 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Rupture: Along the Face Grain: Minimum Individual) Wet Bending) |
- |
0 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Rupture: Along the Face Grain: Average) Wet Bending) |
- |
0 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Elasticity: Along the Face Grain: Minimum Individual) Wet Bending) |
- |
0 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Elasticity: Along the Face Grain: Average) Wet Bending) |
- |
0 |
|
- |
|
08 Dec, 2028 |
- Included w.e.f 06.08.2026
Exclusion: Cl-9.12 (Steady-State Formaldehyde Emission Test) |
| 3 |
NATIONAL TEST HOUSE-SR (NTH), Chennai
| 6122704
| IS 710 (2024) |
MARINE PLYWOOD - SPECIFICATION (Third Revision) |
- |
20000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-4.1(Timber) |
- |
250 |
|
- |
| Cl-4.2(Adhesive) |
- |
1000 |
|
- |
| Cl-5.1(Veneers) |
- |
250 |
|
- |
| Cl-5.2.1(Glueing) |
- |
250 |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
500 |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
250 |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
250 |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
250 |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
250 |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
250 |
|
- |
| Cl-5.3(Treatment) |
- |
500 |
|
- |
| Cl-5.4(Moisture Content) |
- |
1000 |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
500 |
|
- |
| Cl-6.2(Thickness) |
- |
500 |
|
- |
| Cl-6.3(Squareness) |
- |
500 |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
500 |
|
- |
| Cl-9.3(Moisture Content) |
- |
1000 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
1500 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
1500 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
2000 |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
1500 |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
2000 |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
2000 |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
1500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
3000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
3000 |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
3000 |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
3000 |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
3000 |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
2000 |
|
- |
| Cl-9.12(Steady-State Formaldehyde Emission Test) |
- |
0 |
|
OPTIONAL TEST |
| Cl-9.4.2(Adhesion of Plies) |
- |
1500 |
|
- |
| 5.1.1(Defects in veneers) |
- |
500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
3000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
3000 |
|
- |
| Cl-9.9, Table-3 (ii) a((Modulus of Rupture: Across the Face Grain: Average) Wet Bending) |
- |
3000 |
|
- |
| Cl-9.9, Table-3 (ii) b((Modulus of Rupture: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
3000 |
|
- |
| Cl-6.1(Dimensions (width)) |
- |
500 |
|
- |
| Cl-8.3(Edge Straightness) |
- |
500 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength –Minimum Individual) |
- |
1500 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength –Minimum Individual) |
- |
2000 |
|
- |
| Cl-9.6(Tensile Strength-Across the grain) |
- |
2000 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength –Minimum Individual) |
- |
1500 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength -Average) |
- |
1500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
3000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
3000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
3000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
3000 |
|
- |
| Cl-11.1(Marking) |
- |
1000 |
|
- |
| Cl-11.3(Marking) |
- |
1000 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Rupture: Along the Face Grain: Minimum Individual) Wet Bending) |
- |
3000 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Rupture: Along the Face Grain: Average) Wet Bending) |
- |
3000 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Elasticity: Along the Face Grain: Minimum Individual) Wet Bending) |
- |
3000 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Elasticity: Along the Face Grain: Average) Wet Bending) |
- |
3000 |
|
- |
|
28 Nov, 2028 |
- included w.e.f 11.08.2026 |
| 4 |
National Test House (WR) - NTH, Mumbai
| 7107604
| IS 710 (2010) |
Marine plywood - Specification (Second Revision) |
- |
20000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 9.1.1(MOISTURE CONTENT) |
- |
1000 |
|
- |
| 9.1.2 , 9.1.2.1(Glue Adhesion in Dry State) |
- |
1999.99 |
|
- |
| 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 )) |
- |
2000 |
|
- |
| 9.1.2 , 9.1.2.2(Glue Adhesion in Dry State) |
- |
2000 |
|
- |
| 9.1.3 , 9.1.3.1.1(Water resistance test) |
- |
2000 |
|
- |
| 9.1.3 , 9.1.3.1.2(Water resistance test) |
- |
2500 |
|
- |
| 9.1.6 (Table 3)(Static bending strength) |
- |
3000 |
|
- |
| 9.1.5(Mycological test) |
- |
2500 |
|
- |
| 6.1(DIMENSIONS) |
- |
1000 |
|
- |
| 7.1(WORKMANSHIP AND FINISH ) |
- |
1000 |
|
- |
| 9.1.4(Tensile strength) |
- |
2500 |
|
- |
|
- |
- - |
| 5 |
NATIONAL TEST HOUSE-SR (NTH), Chennai
| 6122704
| IS 710 (2010) |
Marine plywood - Specification (Second Revision) |
- |
20000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 11.1(MARKING) |
- |
500 |
|
- |
| 11.2(MARKING) |
- |
500 |
|
- |
| 7.1(WORKMANSHIP AND FINISH ) |
- |
500 |
|
- |
| 7.2(WORKMANSHIP AND FINISH ) |
- |
500 |
|
- |
| 7.3(WORKMANSHIP AND FINISH ) |
- |
500 |
|
- |
| 7.5(WORKMANSHIP AND FINISH ) |
- |
500 |
|
- |
| 6.1(DIMENSIONS) |
- |
1000 |
|
- |
| 6.1(DIMENSIONS) |
- |
1000 |
|
- |
| 6.2(DIMENSIONS) |
- |
1000 |
|
- |
| 6.3(DIMENSIONS) |
- |
1000 |
|
- |
| 6.3(DIMENSIONS) |
- |
1000 |
|
- |
| 9.1.1(MOISTURE CONTENT) |
- |
1000 |
|
- |
| 9.1.2 , 9.1.2.1(Glue Adhesion in Dry State) |
- |
2000 |
|
- |
| 9.1.2 , 9.1.2.2(Glue Adhesion in Dry State) |
- |
2000 |
|
- |
| 9.1.3 , 9.1.3.1.1(Water resistance test) |
- |
2000 |
|
- |
| 9.1.3 , 9.1.3.1.2(Water resistance test) |
- |
2000 |
|
- |
| 9.1.5(Mycological test) |
- |
2500 |
|
- |
| 9.1.5 , 9.1.3.1.1(Mycological test) |
- |
2500 |
|
- |
| 9.1.5 , 9.1.3.1.2(Mycological test) |
- |
2500 |
|
- |
| 9.1.4(Tensile strength) |
- |
2500 |
|
- |
| 9.1.6 (Table 3)(Static bending strength) |
- |
3000 |
|
- |
| 9.1.6 (Table 3)(Static bending strength) |
- |
3000 |
|
- |
| 9.1.7 (Table 4)(Wet bending strength) |
- |
3000 |
|
- |
| 9.1.7 (Table 4)(Wet bending strength) |
- |
3000 |
|
- |
| 9.1.8(Retention of preservative) |
- |
3000 |
|
- |
| Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Across the Face Grain: Minimum Individual)) |
- |
3000 |
|
- |
| Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Across the Face Grain: Average)) |
- |
3000 |
|
- |
| Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Along the Face Grain: Minimum Individual)) |
- |
3000 |
|
- |
| Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Along the Face Grain: Average)) |
- |
3000 |
|
- |
| Cl. 9.1.7 (Table 4)(Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Across the Face Grain: Minimum Individual)) |
- |
3000 |
|
- |
| Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Across the Face Grain: Average)) |
- |
3000 |
|
- |
| Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Along the Face Grain: Minimum Individual)) |
- |
3000 |
|
- |
| Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Along the Face Grain: Average)) |
- |
3000 |
|
- |
| Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Across the Face Grain: Minimum Individual)) |
- |
3000 |
|
- |
| Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Across the Face Grain: Average)) |
- |
3000 |
|
- |
| Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Along the Face Grain: Minimum Individual)) |
- |
3000 |
|
- |
| Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Along the Face Grain: Average)) |
- |
3000 |
|
- |
| Cl. 9.1.6 (Table 3)(Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Across the Face Grain: Minimum Individual)) |
- |
3000 |
|
- |
| Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Across the Face Grain: Average)) |
- |
3000 |
|
- |
| Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Along the Face Grain: Minimum Individual)) |
- |
3000 |
|
- |
| Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Along the Face Grain: Average)) |
- |
3000 |
|
- |
| Cl. 9.1.4(Cl. 9.1.4 (Tensile Strength: Sum of the Tensile Strength in two directions)) |
- |
2500 |
|
- |
| Cl. 9.1.4 (Cl. 9.1.4 (Tensile Strength: Perpendicular to grain)) |
- |
2500 |
|
- |
| Cl. 9.1.4(Cl. 9.1.4 (Tensile Strength: Parallel to grain)) |
- |
2500 |
|
- |
| Cl.9.1.5,9.1.3.1.1(Cl.9.1.5 (Mycological Test),9.1.3.1.1 (Glue Shear Strength: Individual)) |
- |
2500 |
|
- |
| Cl.9.1.5,9.1.3.1.1(Cl.9.1.5 (Mycological Test),9.1.3.1.1 ( Glue Shear Strength: Average)) |
- |
2500 |
|
- |
| 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)) |
- |
2000 |
|
- |
| 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)) |
- |
2000 |
|
- |
| 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)) |
- |
2000 |
|
- |
| 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 )) |
- |
2000 |
|
- |
| cl.5.1(manufacture - Veneers) |
- |
1000 |
|
- |
| cl.5.1(manufacture - Veneers - moisture content) |
- |
1000 |
|
- |
| cl.5.1.1(manufacture - Veneers - Defects in Veneers) |
- |
1000 |
|
- |
| cl.5.2.2(Assembly - Thickness of Veneers) |
- |
1000 |
|
- |
| Cl-10(ADDITIONAL REQUIREMENTS FOR ECO
MARK) |
- |
1000 |
|
- |
| CL-5.2.3(Joint in Veneers) |
- |
1000 |
|
- |
| CL-5.2.4(Grain Direction) |
- |
1000 |
|
- |
| CL-5.4(Moisture Content) |
- |
1000 |
|
- |
| CL-4.2.1(Adhesive) |
- |
1000 |
|
- |
|
28 Nov, 2028 |
- - |
| 6 |
Eco Paryavaran Laboratories and Consultants Pvt. Ltd.
| 9198906
| IS 710 (2024) |
MARINE PLYWOOD - SPECIFICATION (Third Revision) |
All grade, size and type as per IS with Formaldehyde Class- E1 & E2 |
16000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-4.1(Timber) |
- |
5500 |
|
- |
| Cl-4.2(Adhesive) |
- |
5500 |
|
- |
| Cl-5.1(Veneers) |
- |
100 |
|
- |
| Cl-5.2.1(Glueing) |
- |
100 |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
200 |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
100 |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
100 |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
100 |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
100 |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
100 |
|
- |
| Cl-5.3(Treatment) |
- |
100 |
|
- |
| Cl-5.4(Moisture Content) |
- |
1000 |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
200 |
|
- |
| Cl-6.2(Thickness) |
- |
200 |
|
- |
| Cl-6.3(Squareness) |
- |
200 |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
500 |
|
- |
| Cl-9.3(Moisture Content) |
- |
1000 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
500 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
1000 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
1500 |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
1000 |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
1000 |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
1500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
1500 |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
1500 |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
1500 |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
2500 |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
3500 |
|
- |
| Cl-9.4.2(Adhesion of Plies) |
- |
500 |
|
- |
| 5.1.1(Defects in veneers) |
- |
100 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
1500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
1500 |
|
- |
| Cl-9.9, Table-3 (ii) a((Modulus of Rupture: Across the Face Grain: Average) Wet Bending) |
- |
1500 |
|
- |
| Cl-9.9, Table-3 (ii) b((Modulus of Rupture: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
1500 |
|
- |
| Cl-6.1(Dimensions (width)) |
- |
200 |
|
- |
| Cl-8.3(Edge Straightness) |
- |
200 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength –Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength –Minimum Individual) |
- |
1500 |
|
- |
| Cl-9.6(Tensile Strength-Across the grain) |
- |
500 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength –Minimum Individual) |
- |
1500 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength -Average) |
- |
1500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
1500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
1500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
1500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
1500 |
|
- |
| Cl-11.1(Marking) |
- |
100 |
|
- |
| Cl-11.3(Marking) |
- |
100 |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
0 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Rupture: Along the Face Grain: Minimum Individual) Wet Bending) |
- |
1500 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Rupture: Along the Face Grain: Average) Wet Bending) |
- |
1500 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Elasticity: Along the Face Grain: Minimum Individual) Wet Bending) |
- |
1500 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Elasticity: Along the Face Grain: Average) Wet Bending) |
- |
1500 |
|
- |
|
11 Aug, 2029 |
- Exclusion: Cl-9.12 (Steady-State Formaldehyde Emission Test) (Optional Test), Cl-9.5.2 (Water Resistance Test) |
| 7 |
Stellar Test House, Noida
| 8171606
| IS 710 (2024) |
MARINE PLYWOOD - SPECIFICATION (Third Revision) |
All types & Grades |
16000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-4.1(Timber) |
- |
0 |
|
- |
| Cl-4.2(Adhesive) |
- |
500 |
|
- |
| Cl-5.1(Veneers) |
- |
0 |
|
- |
| Cl-5.2.1(Glueing) |
- |
0 |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
500 |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
0 |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
0 |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
0 |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
0 |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
0 |
|
- |
| Cl-5.3(Treatment) |
- |
0 |
|
- |
| Cl-5.4(Moisture Content) |
- |
1000 |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
500 |
|
- |
| Cl-6.2(Thickness) |
- |
500 |
|
- |
| Cl-6.3(Squareness) |
- |
500 |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
500 |
|
- |
| Cl-9.3(Moisture Content) |
- |
1000 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
1000 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
1000 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
1000 |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
1000 |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
1000 |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
1000 |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
1000 |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
1000 |
|
- |
| Cl-9.4.2(Adhesion of Plies) |
- |
10000 |
|
- |
| 5.1.1(Defects in veneers) |
- |
5000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.9, Table-3 (ii) a((Modulus of Rupture: Across the Face Grain: Average) Wet Bending) |
- |
1000 |
|
- |
| Cl-9.9, Table-3 (ii) b((Modulus of Rupture: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
1000 |
|
- |
| Cl-6.1(Dimensions (width)) |
- |
500 |
|
- |
| Cl-8.3(Edge Straightness) |
- |
500 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength –Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength –Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.6(Tensile Strength-Across the grain) |
- |
1000 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength –Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength -Average) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
1000 |
|
- |
| Cl-11.1(Marking) |
- |
0 |
|
- |
| Cl-11.3(Marking) |
- |
0 |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
1000 |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
1500 |
|
- |
| Cl-9.12(Steady-State Formaldehyde Emission Test) |
- |
15000 |
|
- |
|
26 Sep, 2028 |
- Included w.e.f 24.02.2026 |
| 8 |
Gravitas Laboratories Private Limited, Greater Noida
| 8182606
| IS 710 (2024) |
MARINE PLYWOOD - SPECIFICATION (Third Revision) |
ALL |
14000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-4.1(Timber) |
- |
0 |
|
- |
| Cl-4.2(Adhesive) |
- |
0 |
|
- |
| Cl-5.1(Veneers) |
- |
0 |
|
- |
| Cl-5.2.1(Glueing) |
- |
0 |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
7000 |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
0 |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
0 |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
0 |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
0 |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
0 |
|
- |
| Cl-5.3(Treatment) |
- |
0 |
|
- |
| Cl-5.4(Moisture Content) |
- |
7000 |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
7000 |
|
- |
| Cl-6.2(Thickness) |
- |
7000 |
|
- |
| Cl-6.3(Squareness) |
- |
7000 |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
7000 |
|
- |
| Cl-9.3(Moisture Content) |
- |
7000 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
7000 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
7000 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
7000 |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
0 |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
0 |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
7000 |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
7000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
7000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
7000 |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
7000 |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
7000 |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
7000 |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
700 |
|
- |
| Cl-9.12(Steady-State Formaldehyde Emission Test) |
- |
0 |
|
- |
| Cl-9.4.2(Adhesion of Plies) |
- |
7000 |
|
- |
| 5.1.1(Defects in veneers) |
- |
7000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
7000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
7000 |
|
- |
| Cl-9.9, Table-3 (ii) a((Modulus of Rupture: Across the Face Grain: Average) Wet Bending) |
- |
7000 |
|
- |
| Cl-9.9, Table-3 (ii) b((Modulus of Rupture: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
7000 |
|
- |
| Cl-6.1(Dimensions (width)) |
- |
7000 |
|
- |
| Cl-8.3(Edge Straightness) |
- |
7000 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength –Minimum Individual) |
- |
7000 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength –Minimum Individual) |
- |
7000 |
|
- |
| Cl-9.6(Tensile Strength-Across the grain) |
- |
7000 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength –Minimum Individual) |
- |
7000 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength -Average) |
- |
7000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
7000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
7000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
7000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
7000 |
|
- |
| Cl-11.1(Marking) |
- |
0 |
|
- |
| Cl-11.3(Marking) |
- |
0 |
|
- |
| Cl-4.1(Timber) |
- |
0 |
|
- |
| Cl-4.2(Adhesive) |
- |
0 |
|
- |
| Cl-5.1(Veneers) |
- |
0 |
|
- |
| Cl-5.2.1(Glueing) |
- |
0 |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
0 |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
0 |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
0 |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
0 |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
0 |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
0 |
|
- |
| Cl-5.3(Treatment) |
- |
0 |
|
- |
| Cl-5.4(Moisture Content) |
- |
0 |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
0 |
|
- |
| Cl-6.2(Thickness) |
- |
0 |
|
- |
| Cl-6.3(Squareness) |
- |
0 |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
0 |
|
- |
| Cl-9.3(Moisture Content) |
- |
0 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
0 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
0 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
0 |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
0 |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
0 |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
0 |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
0 |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
0 |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
0 |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
0 |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
0 |
|
- |
| Cl-9.12(Steady-State Formaldehyde Emission Test) |
- |
0 |
|
- |
| Cl-9.4.2(Adhesion of Plies) |
- |
0 |
|
- |
| 5.1.1(Defects in veneers) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
0 |
|
- |
| Cl-9.9, Table-3 (ii) a((Modulus of Rupture: Across the Face Grain: Average) Wet Bending) |
- |
0 |
|
- |
| Cl-9.9, Table-3 (ii) b((Modulus of Rupture: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
0 |
|
- |
| Cl-6.1(Dimensions (width)) |
- |
0 |
|
- |
| Cl-8.3(Edge Straightness) |
- |
0 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength –Minimum Individual) |
- |
0 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength –Minimum Individual) |
- |
0 |
|
- |
| Cl-9.6(Tensile Strength-Across the grain) |
- |
0 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength –Minimum Individual) |
- |
0 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength -Average) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
0 |
|
- |
| Cl-11.1(Marking) |
- |
0 |
|
- |
| Cl-11.3(Marking) |
- |
0 |
|
- |
|
- |
- "1 Cl-9.12 (Steady-State Formaldehyde Emission Test) Steady State Formaldehyde Emission Exclusion is respectfully requested, considering that inclusion approval has been granted to other laboratories.
2 Cl-9.5.2 (Water Resistance Test) Alternate Method for Water Resistance Test According to ISs, the test is optional. Accordingly, the laboratory has requested that approval be granted with an exclusion." |
| 9 |
Aaditech Test and Calibration Lab LLP
| 8179926
| IS 710 (2024) |
MARINE PLYWOOD - SPECIFICATION (Third Revision) |
All |
13700 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-4.1(Timber) |
- |
0 |
|
- |
| Cl-4.2(Adhesive) |
- |
1500 |
|
- |
| Cl-5.1(Veneers) |
- |
1000 |
|
- |
| Cl-5.2.1(Glueing) |
- |
200 |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
300 |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
200 |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
200 |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
200 |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
200 |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
200 |
|
- |
| Cl-5.3(Treatment) |
- |
200 |
|
- |
| Cl-5.4(Moisture Content) |
- |
700 |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
300 |
|
- |
| Cl-6.2(Thickness) |
- |
300 |
|
- |
| Cl-6.3(Squareness) |
- |
300 |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
300 |
|
- |
| Cl-9.3(Moisture Content) |
- |
700 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
1000 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
1000 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
1000 |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
1000 |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
1000 |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
1000 |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
2000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
1000 |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
1000 |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
2000 |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
2000 |
|
- |
| Cl-9.12(Steady-State Formaldehyde Emission Test) |
- |
0 |
|
- |
| Cl-9.4.2(Adhesion of Plies) |
- |
1000 |
|
- |
| 5.1.1(Defects in veneers) |
- |
300 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.9, Table-3 (ii) a((Modulus of Rupture: Across the Face Grain: Average) Wet Bending) |
- |
1000 |
|
- |
| Cl-9.9, Table-3 (ii) b((Modulus of Rupture: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
1000 |
|
- |
| Cl-6.1(Dimensions (width)) |
- |
300 |
|
- |
| Cl-8.3(Edge Straightness) |
- |
300 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength –Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength –Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.6(Tensile Strength-Across the grain) |
- |
1000 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength –Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength -Average) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
1000 |
|
- |
| Cl-11.1(Marking) |
- |
200 |
|
- |
| Cl-11.3(Marking) |
- |
200 |
|
- |
|
- |
- Included w.e.f 17.02.2026
Exclusion: Cl-9.12 (Steady-State Formaldehyde Emission Test) |
| 10 |
MORBI TEST HOUSE LLP
| 7195306
| IS 710 (2024) |
MARINE PLYWOOD - SPECIFICATION (Third Revision) |
All Grade / Type / Size / Designation |
15000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-4.1(Timber) |
- |
100 |
|
- |
| Cl-4.2(Adhesive) |
- |
4000 |
|
- |
| Cl-5.1(Veneers) |
- |
100 |
|
- |
| Cl-5.2.1(Glueing) |
- |
100 |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
100 |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
100 |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
100 |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
100 |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
100 |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
100 |
|
- |
| Cl-5.3(Treatment) |
- |
0 |
|
- |
| Cl-5.4(Moisture Content) |
- |
100 |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
200 |
|
- |
| Cl-6.2(Thickness) |
- |
200 |
|
- |
| Cl-6.3(Squareness) |
- |
500 |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
200 |
|
- |
| Cl-9.3(Moisture Content) |
- |
100 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
1000 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
1000 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
1000 |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
1000 |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
2000 |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
1500 |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
1500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
1500 |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
1500 |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
1500 |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
2000 |
|
- |
| Cl-9.4.2(Adhesion of Plies) |
- |
100 |
|
- |
| 5.1.1(Defects in veneers) |
- |
100 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.9, Table-3 (ii) a((Modulus of Rupture: Across the Face Grain: Average) Wet Bending) |
- |
1500 |
|
- |
| Cl-9.9, Table-3 (ii) b((Modulus of Rupture: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
1500 |
|
- |
| Cl-6.1(Dimensions (width)) |
- |
200 |
|
- |
| Cl-8.3(Edge Straightness) |
- |
500 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength –Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength –Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.6(Tensile Strength-Across the grain) |
- |
1500 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength –Minimum Individual) |
- |
1500 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength -Average) |
- |
1500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
1000 |
|
- |
| Cl-11.1(Marking) |
- |
0 |
|
- |
| Cl-11.3(Marking) |
- |
0 |
|
- |
| Cl-4.1(Timber) |
- |
100 |
|
- |
| Cl-4.2(Adhesive) |
- |
4000 |
|
- |
| Cl-5.1(Veneers) |
- |
100 |
|
- |
| Cl-5.2.1(Glueing) |
- |
100 |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
100 |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
100 |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
100 |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
100 |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
100 |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
100 |
|
- |
| Cl-5.3(Treatment) |
- |
0 |
|
- |
| Cl-5.4(Moisture Content) |
- |
100 |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
200 |
|
- |
| Cl-6.2(Thickness) |
- |
200 |
|
- |
| Cl-6.3(Squareness) |
- |
500 |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
200 |
|
- |
| Cl-9.3(Moisture Content) |
- |
200 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
1000 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
1000 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
1000 |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
1000 |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
2000 |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
1500 |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
1500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
1500 |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
1500 |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
1500 |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
2000 |
|
- |
| Cl-9.4.2(Adhesion of Plies) |
- |
100 |
|
- |
| 5.1.1(Defects in veneers) |
- |
100 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.9, Table-3 (ii) a((Modulus of Rupture: Across the Face Grain: Average) Wet Bending) |
- |
1500 |
|
- |
| Cl-9.9, Table-3 (ii) b((Modulus of Rupture: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
1500 |
|
- |
| Cl-6.1(Dimensions (width)) |
- |
200 |
|
- |
| Cl-8.3(Edge Straightness) |
- |
500 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength –Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength –Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.6(Tensile Strength-Across the grain) |
- |
1500 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength –Minimum Individual) |
- |
1500 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength -Average) |
- |
1500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
1000 |
|
- |
| Cl-11.1(Marking) |
- |
0 |
|
- |
| Cl-11.3(Marking) |
- |
0 |
|
- |
|
- |
- Included w.e.f. 29.01.2026
Exclusion; Cl-9.12 (Steady-State Formaldehyde Emission Test) |
| 11 |
Standard Testing and Research Lab
| 9197206
| IS 710 (2024) |
MARINE PLYWOOD - SPECIFICATION (Third Revision) |
All Grade |
12000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-4.1(Timber) |
- |
12000 |
|
- |
| Cl-4.2(Adhesive) |
- |
12000 |
|
- |
| Cl-5.1(Veneers) |
- |
12000 |
|
- |
| Cl-5.2.1(Glueing) |
- |
12000 |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
12000 |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
12000 |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
12000 |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
12000 |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
12000 |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
12000 |
|
- |
| Cl-5.3(Treatment) |
- |
12000 |
|
- |
| Cl-5.4(Moisture Content) |
- |
12000 |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
12000 |
|
- |
| Cl-6.2(Thickness) |
- |
12000 |
|
- |
| Cl-6.3(Squareness) |
- |
12000 |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
12000 |
|
- |
| Cl-9.3(Moisture Content) |
- |
12000 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
12000 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
12000 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
12000 |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
12000 |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
12000 |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
12000 |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
12000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
12000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
12000 |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
12000 |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
12000 |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
0 |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
12000 |
|
- |
| Cl-9.12(Steady-State Formaldehyde Emission Test) |
- |
0 |
|
- |
| Cl-9.4.2(Adhesion of Plies) |
- |
12000 |
|
- |
| 5.1.1(Defects in veneers) |
- |
12000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
12000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
12000 |
|
- |
| Cl-9.9, Table-3 (ii) a((Modulus of Rupture: Across the Face Grain: Average) Wet Bending) |
- |
12000 |
|
- |
| Cl-9.9, Table-3 (ii) b((Modulus of Rupture: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
12000 |
|
- |
| Cl-6.1(Dimensions (width)) |
- |
12000 |
|
- |
| Cl-8.3(Edge Straightness) |
- |
12000 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength –Minimum Individual) |
- |
12000 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength –Minimum Individual) |
- |
12000 |
|
- |
| Cl-9.6(Tensile Strength-Across the grain) |
- |
12000 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength –Minimum Individual) |
- |
12000 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength -Average) |
- |
12000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
12000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
12000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
12000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
12000 |
|
- |
| Cl-11.1(Marking) |
- |
12000 |
|
- |
| Cl-11.3(Marking) |
- |
12000 |
|
- |
|
24 Feb, 2029 |
- Exclusion: Cl-9.12 (Steady-State Formaldehyde Emission Test) |
| 12 |
JBS TESTING SOLUTIONS PVT LTD (27), JALANDHAR
| 9164606
| IS 710 (2024) |
MARINE PLYWOOD - SPECIFICATION (Third Revision) |
- |
14000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-4.1(Timber) |
- |
0 |
|
- |
| Cl-4.2(Adhesive) |
- |
0 |
|
- |
| Cl-5.1(Veneers) |
- |
0 |
|
- |
| Cl-5.2.1(Glueing) |
- |
0 |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
1500 |
|
For complete dimensional test |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
0 |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
1500 |
|
For complete dimensional test |
| Cl - 5.2.3.3(End joints) |
- |
1500 |
|
For complete dimensional test |
| Cl - 5.2.3.4(Scarf joints) |
- |
1500 |
|
For complete dimensional test |
| Cl - 5.2.4(Grain Direction) |
- |
0 |
|
- |
| Cl-5.3(Treatment) |
- |
0 |
|
- |
| Cl-5.4(Moisture Content) |
- |
1000 |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
1500 |
|
For complete dimensional test |
| Cl-6.2(Thickness) |
- |
1500 |
|
For complete dimensional test |
| Cl-6.3(Squareness) |
- |
1500 |
|
For complete dimensional test |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
1500 |
|
For complete dimensional test |
| Cl-9.3(Moisture Content) |
- |
500 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
500 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
500 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
500 |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
500 |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
500 |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
1000 |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
1000 |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
1000 |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
1500 |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
1500 |
|
- |
| Cl-9.12(Steady-State Formaldehyde Emission Test) |
- |
0 |
|
Exclusion |
| Cl-9.4.2(Adhesion of Plies) |
- |
500 |
|
- |
| 5.1.1(Defects in veneers) |
- |
0 |
|
- |
|
- |
- - |
| 13 |
PLANET ANALYSIS PRIVATE LIMITED, KANPUR
| 9125906
| IS 710 (2024) |
MARINE PLYWOOD - SPECIFICATION (Third Revision) |
- |
17450 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-4.1(Timber) |
- |
1000 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl-4.2(Adhesive) |
- |
0 |
|
SEPARATE TESTING CHARGES AS PER BIS SCOPE OF TESTING |
| Cl-5.1(Veneers) |
- |
300 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl-5.2.1(Glueing) |
- |
0 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl -5.2.2(Thickness of Veneers) |
- |
300 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
100 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl - 5.2.3.2(Edge joints) |
- |
100 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl - 5.2.3.3(End joints) |
- |
100 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl - 5.2.3.4(Scarf joints) |
- |
100 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl - 5.2.4(Grain Direction) |
- |
100 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl-5.3(Treatment) |
- |
100 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl-5.4(Moisture Content) |
- |
500 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl-6.1(Dimensions (length)) |
- |
150 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl-6.2(Thickness) |
- |
300 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl-6.3(Squareness) |
- |
150 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
200 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl-9.3(Moisture Content) |
- |
500 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
150 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
500 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
0 |
|
REPEATED |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
500 |
|
REPEATED |
| Cl-9.5.2(Water Resistance Test) |
- |
1000 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
1000 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl-9.7(Mycological Test -Adhesion) |
- |
2500 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
500 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
0 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
1000 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
0 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl-9.10(Retention of Preservative) |
- |
0 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl-9.11(Formaldehyde Content Test) |
- |
2500 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl-9.12(Steady-State Formaldehyde Emission Test) |
- |
0 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl-9.4.2(Adhesion of Plies) |
- |
0 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| 5.1.1(Defects in veneers) |
- |
0 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
500 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
0 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl-9.9, Table-3 (ii) a((Modulus of Rupture: Across the Face Grain: Average) Wet Bending) |
- |
500 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl-9.9, Table-3 (ii) b((Modulus of Rupture: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
0 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl-6.1(Dimensions (width)) |
- |
150 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl-8.3(Edge Straightness) |
- |
150 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength –Minimum Individual) |
- |
500 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength –Minimum Individual) |
- |
0 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl-9.6(Tensile Strength-Across the grain) |
- |
500 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength –Minimum Individual) |
- |
1000 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength -Average) |
- |
0 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
500 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
0 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
0 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
500 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl-11.1(Marking) |
- |
0 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
| Cl-11.3(Marking) |
- |
0 |
|
5 % DISCOUNT ON TOTAL TESTING CHARGES TO BIS SAMPLES ONLY |
|
20 Jan, 2028 |
- Included w.e.f 06.01.2026
Cl-9.12 (Steady-State Formaldehyde Emission Test) |
| 14 |
ACE TEST HOUSE PRIVATE LIMITED (8161906), NEW DELHI
| 8161906
| IS 710 (2024) |
MARINE PLYWOOD - SPECIFICATION (Third Revision) |
Grade-BWP |
13500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-4.1(Timber) |
- |
0 |
|
- |
| Cl-4.2(Adhesive) |
- |
500 |
|
- |
| Cl-5.1(Veneers) |
- |
0 |
|
- |
| Cl-5.2.1(Glueing) |
- |
0 |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
0 |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
0 |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
0 |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
0 |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
0 |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
0 |
|
- |
| Cl-5.4(Moisture Content) |
- |
300 |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
100 |
|
- |
| Cl-6.2(Thickness) |
- |
100 |
|
- |
| Cl-6.3(Squareness) |
- |
100 |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
100 |
|
- |
| Cl-9.3(Moisture Content) |
- |
0 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
150 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
150 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
150 |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
150 |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
150 |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
150 |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
200 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
150 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
150 |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
150 |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
150 |
|
- |
| Cl-9.4.2(Adhesion of Plies) |
- |
100 |
|
- |
| 5.1.1(Defects in veneers) |
- |
100 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
150 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
150 |
|
- |
| Cl-9.9, Table-3 (ii) a((Modulus of Rupture: Across the Face Grain: Average) Wet Bending) |
- |
150 |
|
- |
| Cl-9.9, Table-3 (ii) b((Modulus of Rupture: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
150 |
|
- |
| Cl-6.1(Dimensions (width)) |
- |
100 |
|
- |
| Cl-8.3(Edge Straightness) |
- |
100 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength –Minimum Individual) |
- |
150 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength –Minimum Individual) |
- |
150 |
|
- |
| Cl-9.6(Tensile Strength-Across the grain) |
- |
150 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength –Minimum Individual) |
- |
150 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength -Average) |
- |
150 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
150 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
150 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
150 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
150 |
|
- |
| Cl-11.1(Marking) |
- |
0 |
|
- |
| Cl-11.3(Marking) |
- |
0 |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
500 |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
500 |
|
- |
| Cl-5.3(Treatment) |
- |
0 |
|
- |
| Cl-4.1(Timber) |
- |
0 |
|
- |
| Cl-4.2(Adhesive) |
- |
0 |
|
- |
| Cl-5.1(Veneers) |
- |
0 |
|
- |
| Cl-5.2.1(Glueing) |
- |
0 |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
0 |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
0 |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
0 |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
0 |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
0 |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
0 |
|
- |
| Cl-5.4(Moisture Content) |
- |
0 |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
200 |
|
- |
| Cl-6.2(Thickness) |
- |
150 |
|
- |
| Cl-6.3(Squareness) |
- |
100 |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
100 |
|
- |
| Cl-9.3(Moisture Content) |
- |
0 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
200 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
200 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
200 |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
200 |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
200 |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
200 |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
200 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
200 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
200 |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
200 |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
200 |
|
- |
| Cl-9.4.2(Adhesion of Plies) |
- |
200 |
|
- |
| 5.1.1(Defects in veneers) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
200 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
200 |
|
- |
| Cl-9.9, Table-3 (ii) a((Modulus of Rupture: Across the Face Grain: Average) Wet Bending) |
- |
200 |
|
- |
| Cl-9.9, Table-3 (ii) b((Modulus of Rupture: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
200 |
|
- |
| Cl-6.1(Dimensions (width)) |
- |
100 |
|
- |
| Cl-8.3(Edge Straightness) |
- |
100 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength –Minimum Individual) |
- |
200 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength –Minimum Individual) |
- |
200 |
|
- |
| Cl-9.6(Tensile Strength-Across the grain) |
- |
200 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength –Minimum Individual) |
- |
200 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength -Average) |
- |
200 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
200 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
200 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
200 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
200 |
|
- |
| Cl-11.1(Marking) |
- |
0 |
|
- |
| Cl-11.3(Marking) |
- |
0 |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
500 |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
500 |
|
- |
| Cl-5.3(Treatment) |
- |
500 |
|
- |
|
26 Aug, 2027 |
- "1 Cl-9.12 (Steady-State Formaldehyde Emission Test) Steady-State Formaldehyde Emission Test Optional Test. |
| 15 |
AADISHAKTI TESTING &RESEARCH LABORATORIES LLP
| 9198806
| IS 710 (2024) |
MARINE PLYWOOD - SPECIFICATION (Third Revision) |
EMISSION CLASS E1,E2 |
20000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-4.1(Timber) |
- |
100 |
|
- |
| Cl-4.2(Adhesive) |
- |
1000 |
|
- |
| Cl-5.1(Veneers) |
- |
100 |
|
- |
| Cl-5.2.1(Glueing) |
- |
100 |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
200 |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
100 |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
100 |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
100 |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
100 |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
100 |
|
- |
| Cl-5.3(Treatment) |
- |
100 |
|
- |
| Cl-5.4(Moisture Content) |
- |
1000 |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
200 |
|
- |
| Cl-6.2(Thickness) |
- |
200 |
|
- |
| Cl-6.3(Squareness) |
- |
200 |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
200 |
|
- |
| Cl-9.3(Moisture Content) |
- |
1000 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
1000 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
1000 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
1000 |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
1000 |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
1000 |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
1000 |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
1000 |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
1000 |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
2000 |
|
- |
| Cl-9.4.2(Adhesion of Plies) |
- |
1000 |
|
- |
| 5.1.1(Defects in veneers) |
- |
100 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.9, Table-3 (ii) a((Modulus of Rupture: Across the Face Grain: Average) Wet Bending) |
- |
1000 |
|
- |
| Cl-9.9, Table-3 (ii) b((Modulus of Rupture: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
1000 |
|
- |
| Cl-6.1(Dimensions (width)) |
- |
200 |
|
- |
| Cl-8.3(Edge Straightness) |
- |
200 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength –Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength –Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.6(Tensile Strength-Across the grain) |
- |
1500 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength –Minimum Individual) |
- |
1500 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength -Average) |
- |
1500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
1000 |
|
- |
| Cl-11.1(Marking) |
- |
100 |
|
- |
| Cl-11.3(Marking) |
- |
100 |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
1000 |
|
- |
|
07 Aug, 2029 |
- Except Steady-State Formaldehyde Emission test clause 9.12 of IS 710:2024 |
| 16 |
BIS, Bengaluru Branch Laboratory (BNBL)
| None
| IS 710 (2024) |
MARINE PLYWOOD - SPECIFICATION (Third Revision) |
- |
16700 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-6.1 (Dimensions (length)) |
- |
|
|
|
| Cl-6.1 (Dimensions (width)) |
- |
|
|
|
| Cl-6.2 (Thickness) |
- |
|
|
|
| Cl-6.3 (Squareness) |
- |
|
|
|
| Cl-8.3 (Edge Straightness) |
- |
|
|
|
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6 (Workmanship and finish) |
- |
|
|
|
| Cl-9.3 (Moisture Content) |
- |
|
|
|
| Cl-9.4.1 (Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
|
|
|
| Cl-9.4.1 (Glue Adhesion in Dry State- Glue Shear Strength –Minimum Individual) |
- |
|
|
|
| Cl-9.4.2 (Adhesion of Plies) |
- |
|
|
|
| Cl-9.4.2 (Glue Adhesion in Dry State- Adhesion of Plies) |
- |
|
|
|
| Cl-9.5.1.1 (Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
|
|
|
| Cl-9.5.1.1 (Glue Adhesion in Water Resistance - Glue Shear Strength –Minimum Individual) |
- |
|
|
|
| Cl-9.5.1.2 (Water Resistance Test-Adhesion of plies) |
- |
|
|
|
| Cl-9.5.2 (Water Resistance Test) |
- |
|
|
|
| Cl-9.6 (Tensile Strength-Along the grain) |
- |
|
|
|
| Cl-9.6 (Tensile Strength-Across the grain) |
- |
|
|
|
| Cl-9.7 (Mycological Test -Adhesion) |
- |
|
|
|
| Cl-9.7 (Glue Adhesion in Mycological test - Glue Shear Strength -Average) |
- |
|
|
|
| Cl-9.7 (Glue Adhesion in Mycological test - Glue Shear Strength –Minimum Individual) |
- |
|
|
|
| Cl-9.8, Table-2 (Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
|
|
|
| Cl-9.8, Table-2 (Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
|
|
|
| Cl-9.8, Table-2 (Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
|
|
|
| Cl-9.8, Table-2 (Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
|
|
|
| Cl-9.8, Table-2 (Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
|
|
|
| Cl-9.8, Table-2 (Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
|
|
|
| Cl-9.8, Table-2 (Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
|
|
|
| Cl-9.8, Table-2 (Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
|
|
|
| Cl-9.9, Table-3 (i) a ((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
|
|
|
| Cl-9.9, Table-3 (i) b ((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
|
|
|
| Cl-9.9, Table-3 (ii) a ((Modulus of Rupture: Across the Face Grain: Average) Wet Bending) |
- |
|
|
|
| Cl-9.9, Table-3 (ii) b ((Modulus of Rupture: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
|
|
|
| Cl-11.1 (Marking) |
- |
|
|
|
| Cl-11.3 (Marking) |
- |
|
|
|
|
- |
- Facility is complete except Clause No 4 (Materials), Clause No 5 (Assembly), Clause No 9.10 (Retention of Preservative), Clause No 9.11 (Formaldehyde Content Test), Clause No 9.12 (Steady-State Formaldehyde Emission test (Optional Test)) |
| 17 |
Unique Test House LLP
| 9134536
| IS 710 (2010) |
Marine plywood - Specification (Second Revision) |
BWP |
13000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.3(DIMENSIONS) |
- |
500 |
|
... |
| 9.1.1(MOISTURE CONTENT) |
- |
1000 |
|
... |
| 9.1.2 , 9.1.2.1(Glue Adhesion in Dry State) |
- |
1500 |
|
... |
| 9.1.3 , 9.1.3.1.1(Water resistance test) |
- |
2000 |
|
.... |
| 9.1.4(Tensile strength) |
- |
2000 |
|
... |
| 9.1.5 , 9.1.3.1.1(Mycological test) |
- |
2000 |
|
... |
| 9.1.6 (Table 3)(Static bending strength) |
- |
1000 |
|
... |
| 9.1.7 (Table 4)(Wet bending strength) |
- |
1500 |
|
... |
| 9.1.8(Retention of preservative) |
- |
2000 |
|
.... |
| 11.1(MARKING) |
- |
100 |
|
.... |
| 11.2(MARKING) |
- |
100 |
|
.... |
| 7.1(WORKMANSHIP AND FINISH ) |
- |
100 |
|
... |
| 7.2(WORKMANSHIP AND FINISH ) |
- |
100 |
|
... |
| 7.3(WORKMANSHIP AND FINISH ) |
- |
100 |
|
... |
| 7.5(WORKMANSHIP AND FINISH ) |
- |
100 |
|
... |
| 6.1(DIMENSIONS) |
- |
200 |
|
... |
| 6.1(DIMENSIONS) |
- |
100 |
|
... |
| 6.2(DIMENSIONS) |
- |
100 |
|
... |
| 9.1.2 , 9.1.2.2(Glue Adhesion in Dry State) |
- |
1500 |
|
... |
| 9.1.3 , 9.1.3.1.2(Water resistance test) |
- |
1500 |
|
... |
| 9.1.5(Mycological test) |
- |
1000 |
|
... |
| 9.1.5 , 9.1.3.1.2(Mycological test) |
- |
1000 |
|
... |
| 9.1.6 (Table 3)(Static bending strength) |
- |
1000 |
|
... |
| 9.1.7 (Table 4)(Wet bending strength) |
- |
1500 |
|
... |
| 6.3(DIMENSIONS) |
- |
100 |
|
- |
| Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Across the Face Grain: Minimum Individual)) |
- |
400 |
|
- |
| Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Across the Face Grain: Average)) |
- |
400 |
|
- |
| Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Along the Face Grain: Minimum Individual)) |
- |
400 |
|
- |
| Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Along the Face Grain: Average)) |
- |
400 |
|
- |
| Cl. 9.1.7 (Table 4)(Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Across the Face Grain: Minimum Individual)) |
- |
400 |
|
- |
| Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Across the Face Grain: Average)) |
- |
400 |
|
- |
| Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Along the Face Grain: Minimum Individual)) |
- |
400 |
|
- |
| Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Along the Face Grain: Average)) |
- |
400 |
|
- |
| Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Across the Face Grain: Minimum Individual)) |
- |
150 |
|
- |
| Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Across the Face Grain: Average)) |
- |
150 |
|
- |
| Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Along the Face Grain: Minimum Individual)) |
- |
150 |
|
- |
| Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Along the Face Grain: Average)) |
- |
150 |
|
- |
| Cl. 9.1.6 (Table 3)(Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Across the Face Grain: Minimum Individual)) |
- |
150 |
|
- |
| Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Across the Face Grain: Average)) |
- |
150 |
|
- |
| Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Along the Face Grain: Minimum Individual)) |
- |
150 |
|
- |
| Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Along the Face Grain: Average)) |
- |
150 |
|
- |
| 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)) |
- |
1500 |
|
- |
| Cl.9.1.5,9.1.3.1.1(Cl.9.1.5 (Mycological Test),9.1.3.1.1 ( Glue Shear Strength: Average)) |
- |
500 |
|
- |
| 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)) |
- |
1500 |
|
- |
| 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)) |
- |
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: 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 )) |
- |
1500 |
|
- |
| 15.4 (b)(Cold impact) |
- |
0 |
|
- |
|
07 Sep, 2028 |
- - |
| 18 |
Atckon Laboratories LLP, Bahadurgarh
| 8186436
| IS 710 (2024) |
MARINE PLYWOOD - SPECIFICATION (Third Revision) |
- |
15000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-4.1(Timber) |
- |
15000 |
|
- |
| Cl-4.2(Adhesive) |
- |
15000 |
|
- |
| Cl-5.1(Veneers) |
- |
15000 |
|
- |
| Cl-5.2.1(Glueing) |
- |
15000 |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
15000 |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
15000 |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
15000 |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
15000 |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
15000 |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
15000 |
|
- |
| Cl-5.3(Treatment) |
- |
15000 |
|
- |
| Cl-5.4(Moisture Content) |
- |
15000 |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
15000 |
|
- |
| Cl-6.2(Thickness) |
- |
15000 |
|
- |
| Cl-6.3(Squareness) |
- |
15000 |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
15000 |
|
- |
| Cl-9.3(Moisture Content) |
- |
15000 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
15000 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
15000 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
15000 |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
15000 |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
15000 |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
15000 |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
15000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
15000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
15000 |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
15000 |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
15000 |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
15000 |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
15000 |
|
- |
| Cl-9.12(Steady-State Formaldehyde Emission Test) |
- |
15000 |
|
- |
| Cl-9.4.2(Adhesion of Plies) |
- |
15000 |
|
- |
| 5.1.1(Defects in veneers) |
- |
15000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
15000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
15000 |
|
- |
| Cl-9.9, Table-3 (ii) a((Modulus of Rupture: Across the Face Grain: Average) Wet Bending) |
- |
15000 |
|
- |
| Cl-9.9, Table-3 (ii) b((Modulus of Rupture: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
15000 |
|
- |
| Cl-6.1(Dimensions (width)) |
- |
15000 |
|
- |
| Cl-8.3(Edge Straightness) |
- |
15000 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength –Minimum Individual) |
- |
15000 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength –Minimum Individual) |
- |
15000 |
|
- |
| Cl-9.6(Tensile Strength-Across the grain) |
- |
15000 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength –Minimum Individual) |
- |
15000 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength -Average) |
- |
15000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
15000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
15000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
15000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
15000 |
|
- |
| Cl-11.1(Marking) |
- |
15000 |
|
- |
| Cl-11.3(Marking) |
- |
15000 |
|
- |
| Cl-4.1(Timber) |
- |
15000 |
|
- |
| Cl-4.2(Adhesive) |
- |
15000 |
|
- |
| Cl-5.1(Veneers) |
- |
15000 |
|
- |
| Cl-5.2.1(Glueing) |
- |
14999.97 |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
15000 |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
14999.97 |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
15000 |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
14999.95 |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
15000 |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
15000 |
|
- |
| Cl-5.3(Treatment) |
- |
15000 |
|
- |
| Cl-5.4(Moisture Content) |
- |
14999.98 |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
15000 |
|
- |
| Cl-6.2(Thickness) |
- |
15000 |
|
- |
| Cl-6.3(Squareness) |
- |
15000 |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
15000 |
|
- |
| Cl-9.3(Moisture Content) |
- |
15000 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
15000 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
15000 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
15000 |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
15000 |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
15000 |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
15000 |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
15000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
15000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
15000 |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
15000 |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
15000 |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
15000 |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
15000 |
|
- |
| Cl-9.12(Steady-State Formaldehyde Emission Test) |
- |
15000 |
|
- |
| Cl-9.4.2(Adhesion of Plies) |
- |
15000 |
|
- |
| 5.1.1(Defects in veneers) |
- |
15000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
15000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
15000 |
|
- |
| Cl-9.9, Table-3 (ii) a((Modulus of Rupture: Across the Face Grain: Average) Wet Bending) |
- |
15000 |
|
- |
| Cl-9.9, Table-3 (ii) b((Modulus of Rupture: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
15000 |
|
- |
| Cl-6.1(Dimensions (width)) |
- |
15000 |
|
- |
| Cl-8.3(Edge Straightness) |
- |
15000 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength –Minimum Individual) |
- |
15000 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength –Minimum Individual) |
- |
15000 |
|
- |
| Cl-9.6(Tensile Strength-Across the grain) |
- |
15000 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength –Minimum Individual) |
- |
15000 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength -Average) |
- |
15000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
15000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
15000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
15000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
15000 |
|
- |
| Cl-11.1(Marking) |
- |
15000 |
|
- |
| Cl-11.3(Marking) |
- |
15000 |
|
- |
|
- |
- Included w.e.f. 02.09.2025 |
| 19 |
Kailtech Test and Research Centre Pvt. Ltd., Indore
| 8125636
| IS 710 (2024) |
MARINE PLYWOOD - SPECIFICATION (Third Revision) |
All |
18000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-4.1(Timber) |
- |
0 |
|
- |
| Cl-4.2(Adhesive) |
- |
0 |
|
- |
| Cl-5.1(Veneers) |
- |
100 |
|
- |
| Cl-5.2.1(Glueing) |
- |
0 |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
100 |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
100 |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
100 |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
100 |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
100 |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
100 |
|
- |
| Cl-5.3(Treatment) |
- |
0 |
|
- |
| Cl-5.4(Moisture Content) |
- |
750 |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
100 |
|
- |
| Cl-6.2(Thickness) |
- |
100 |
|
- |
| Cl-6.3(Squareness) |
- |
300 |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
100 |
|
- |
| Cl-9.3(Moisture Content) |
- |
1000 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
500 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
1000 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
1000 |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
1000 |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
1000 |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
2000 |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
3000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
2000 |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
2000 |
|
- |
| Cl-6.1(Dimensions (width)) |
- |
100 |
|
- |
| Cl-8.3(Edge Straightness) |
- |
300 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength –Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength –Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.6(Tensile Strength-Across the grain) |
- |
1000 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength –Minimum Individual) |
- |
2000 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength -Average) |
- |
3000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
2000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
2000 |
|
- |
| Cl-11.1(Marking) |
- |
100 |
|
- |
| Cl-11.3(Marking) |
- |
100 |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
5000 |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
5000 |
|
- |
| 5.1.1(Defects in veneers) |
- |
50 |
|
- |
| Cl-9.9, Table-3 (ii) b((Modulus of Rupture: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
2000 |
|
- |
| Cl-9.4.2(Adhesion of Plies) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.9, Table-3 (ii) a((Modulus of Rupture: Across the Face Grain: Average) Wet Bending) |
- |
2000 |
|
- |
| Cl-4.1(Timber) |
- |
0 |
|
- |
| Cl-4.2(Adhesive) |
- |
0 |
|
- |
| Cl-5.1(Veneers) |
- |
0 |
|
- |
| Cl-5.2.1(Glueing) |
- |
0 |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
100 |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
100 |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
50 |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
50 |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
100 |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
50 |
|
- |
| Cl-5.3(Treatment) |
- |
0 |
|
- |
| Cl-5.4(Moisture Content) |
- |
1000 |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
100 |
|
- |
| Cl-6.2(Thickness) |
- |
100 |
|
- |
| Cl-6.3(Squareness) |
- |
300 |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
100 |
|
- |
| Cl-9.3(Moisture Content) |
- |
1000 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
1000 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
1000 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
1000 |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
1000 |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
1000 |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
1000 |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
3000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
2000 |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
2000 |
|
- |
| Cl-6.1(Dimensions (width)) |
- |
100 |
|
- |
| Cl-8.3(Edge Straightness) |
- |
300 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength –Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength –Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.6(Tensile Strength-Across the grain) |
- |
1000 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength –Minimum Individual) |
- |
3000 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength -Average) |
- |
3000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
1000 |
|
- |
| Cl-11.1(Marking) |
- |
0 |
|
- |
| Cl-11.3(Marking) |
- |
0 |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
5000 |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
3000 |
|
- |
| 5.1.1(Defects in veneers) |
- |
100 |
|
- |
| Cl-9.9, Table-3 (ii) b((Modulus of Rupture: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
2000 |
|
- |
| Cl-9.4.2(Adhesion of Plies) |
- |
100 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.9, Table-3 (ii) a((Modulus of Rupture: Across the Face Grain: Average) Wet Bending) |
- |
2000 |
|
- |
|
18 Dec, 2027 |
- Included w.e.f. 29.08.2025
Exclusion: Cl-9.12 (Steady-State Formaldehyde Emission Test), Cl-9.5.2 (Water Resistance Test) |
| 20 |
BIS, Northern Regional Laboratory (NRL)
| None
| IS 710 (2024) |
MARINE PLYWOOD - SPECIFICATION (Third Revision) |
- |
16700 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-6.2 (Thickness) |
- |
|
|
|
| Cl-5.4 (Moisture Content) |
- |
|
|
|
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6 (Workmanship and finish) |
- |
|
|
|
| Cl-9.4.2 (Glue Adhesion in Dry State- Adhesion of Plies) |
- |
|
|
|
| Cl-9.5.1.1 (Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
|
|
|
| Cl-9.5.1.2 (Water Resistance Test-Adhesion of plies) |
- |
|
|
|
| Cl-9.5.2 (Water Resistance Test) |
- |
|
|
|
| Cl-9.6 (Tensile Strength-Along the grain) |
- |
|
|
|
| Cl-9.7 (Mycological Test -Adhesion) |
- |
|
|
|
| Cl-9.8, Table-2 (Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
|
|
|
| Cl-9.8, Table-2 (Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
|
|
|
| Cl-9.9, Table-3 (i) a ((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
|
|
|
| Cl-9.9, Table-3 (i) b ((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
|
|
|
| Cl-9.4.2 (Adhesion of Plies) |
- |
|
|
|
| 5.1.1 (Defects in veneers) |
- |
|
|
|
| Cl-9.11 (Formaldehyde Content Test) |
- |
|
|
|
| Cl-9.10 (Retention of Preservative) |
- |
|
|
|
| Cl-9.8, Table-2 (Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
|
|
|
| Cl-9.8, Table-2 (Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
|
|
|
| Cl-9.9, Table-3 (ii) a ((Modulus of Rupture: Across the Face Grain: Average) Wet Bending) |
- |
|
|
|
| Cl-9.9, Table-3 (ii) b ((Modulus of Rupture: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
|
|
|
| Cl-9.4.1 (Glue Adhesion in Dry State- Glue Shear Strength –Minimum Individual) |
- |
|
|
|
| Cl-9.5.1.1 (Glue Adhesion in Water Resistance - Glue Shear Strength –Minimum Individual) |
- |
|
|
|
| Cl-9.6 (Tensile Strength-Across the grain) |
- |
|
|
|
| Cl-9.7 (Glue Adhesion in Mycological test - Glue Shear Strength –Minimum Individual) |
- |
|
|
|
| Cl-9.7 (Glue Adhesion in Mycological test - Glue Shear Strength -Average) |
- |
|
|
|
| Cl-9.8, Table-2 (Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
|
|
|
| Cl-9.8, Table-2 (Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
|
|
|
| Cl-9.8, Table-2 (Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
|
|
|
| Cl-9.8, Table-2 (Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
|
|
|
| Cl-6.1 (Dimensions (length)) |
- |
|
|
|
| Cl-6.3 (Squareness) |
- |
|
|
|
| Cl-6.1 (Dimensions (width)) |
- |
|
|
|
| Cl-8.3 (Edge Straightness) |
- |
|
|
|
|
- |
- Excluding Steady State Formaldehyde Emission Test (Cl. 11.7) |
| 21 |
VERTEX TESTING LABORATORY PRIVATE LIMITED, GHAZIABAD
| 8185906
| IS 710 (2024) |
MARINE PLYWOOD - SPECIFICATION (Third Revision) |
E1,E2/All Type/All Size |
14500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-4.1(Timber) |
- |
0 |
|
- |
| Cl-4.2(Adhesive) |
- |
0 |
|
- |
| Cl-5.1(Veneers) |
- |
300 |
|
- |
| Cl-5.2.1(Glueing) |
- |
200 |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
200 |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
200 |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
200 |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
200 |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
200 |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
200 |
|
- |
| Cl-5.3(Treatment) |
- |
0 |
|
- |
| Cl-5.4(Moisture Content) |
- |
400 |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
200 |
|
- |
| Cl-6.2(Thickness) |
- |
200 |
|
- |
| Cl-6.3(Squareness) |
- |
200 |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
200 |
|
- |
| Cl-9.3(Moisture Content) |
- |
400 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
700 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
700 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
700 |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
700 |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
700 |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
800 |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
800 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
800 |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
800 |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
800 |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
1300 |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
1000 |
|
- |
| Cl-9.12(Steady-State Formaldehyde Emission Test) |
- |
0 |
|
- |
| Cl-9.4.2(Adhesion of Plies) |
- |
200 |
|
- |
| 5.1.1(Defects in veneers) |
- |
200 |
|
- |
| Cl-4.1(Timber) |
- |
0 |
|
- |
| Cl-4.2(Adhesive) |
- |
0 |
|
- |
| Cl-5.1(Veneers) |
- |
0 |
|
- |
| Cl-5.2.1(Glueing) |
- |
0 |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
0 |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
0 |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
0 |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
0 |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
0 |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
0 |
|
- |
| Cl-5.3(Treatment) |
- |
0 |
|
- |
| Cl-5.4(Moisture Content) |
- |
0 |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
0 |
|
- |
| Cl-6.2(Thickness) |
- |
0 |
|
- |
| Cl-6.3(Squareness) |
- |
0 |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
0 |
|
- |
| Cl-9.3(Moisture Content) |
- |
0 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
0 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
0 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
0 |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
0 |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
0 |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
0 |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
0 |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
0 |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
0 |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
0 |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
0 |
|
- |
| Cl-9.12(Steady-State Formaldehyde Emission Test) |
- |
0 |
|
- |
| Cl-9.4.2(Adhesion of Plies) |
- |
0 |
|
- |
| 5.1.1(Defects in veneers) |
- |
0 |
|
- |
| Cl-4.1(Timber) |
- |
0 |
|
- |
| Cl-4.2(Adhesive) |
- |
0 |
|
- |
| Cl-5.1(Veneers) |
- |
0 |
|
- |
| Cl-5.2.1(Glueing) |
- |
0 |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
0 |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
0 |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
0 |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
0 |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
0 |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
0 |
|
- |
| Cl-5.3(Treatment) |
- |
0 |
|
- |
| Cl-5.4(Moisture Content) |
- |
0 |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
0 |
|
- |
| Cl-6.2(Thickness) |
- |
0 |
|
- |
| Cl-6.3(Squareness) |
- |
0 |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
0 |
|
- |
| Cl-9.3(Moisture Content) |
- |
0 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
0 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
0 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
0 |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
0 |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
0 |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
0 |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
0 |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
0 |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
0 |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
0 |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
0 |
|
- |
| Cl-9.12(Steady-State Formaldehyde Emission Test) |
- |
0 |
|
- |
| Cl-9.4.2(Adhesion of Plies) |
- |
0 |
|
- |
| 5.1.1(Defects in veneers) |
- |
0 |
|
- |
| Cl-4.1(Timber) |
- |
0 |
|
- |
| Cl-4.2(Adhesive) |
- |
0 |
|
- |
| Cl-5.1(Veneers) |
- |
0 |
|
- |
| Cl-5.2.1(Glueing) |
- |
0 |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
0 |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
0 |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
0 |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
0 |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
0 |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
0 |
|
- |
| Cl-5.3(Treatment) |
- |
0 |
|
- |
| Cl-5.4(Moisture Content) |
- |
0 |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
0 |
|
- |
| Cl-6.2(Thickness) |
- |
0 |
|
- |
| Cl-6.3(Squareness) |
- |
0 |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
0 |
|
- |
| Cl-9.3(Moisture Content) |
- |
0 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
0 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
0 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
0 |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
0 |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
0 |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
0 |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
0 |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
0 |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
0 |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
0 |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
0 |
|
- |
| Cl-9.12(Steady-State Formaldehyde Emission Test) |
- |
0 |
|
- |
| Cl-9.4.2(Adhesion of Plies) |
- |
0 |
|
- |
| 5.1.1(Defects in veneers) |
- |
0 |
|
- |
| Cl-4.1(Timber) |
- |
- |
|
- |
| Cl-4.2(Adhesive) |
- |
- |
|
- |
| Cl-5.1(Veneers) |
- |
- |
|
- |
| Cl-5.2.1(Glueing) |
- |
- |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
- |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
- |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
- |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
- |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
- |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
- |
|
- |
| Cl-5.3(Treatment) |
- |
- |
|
- |
| Cl-5.4(Moisture Content) |
- |
- |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
- |
|
- |
| Cl-6.2(Thickness) |
- |
- |
|
- |
| Cl-6.3(Squareness) |
- |
- |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
- |
|
- |
| Cl-9.3(Moisture Content) |
- |
- |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
- |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
- |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
- |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
- |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
- |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
- |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
- |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
- |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
- |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
- |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
- |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
- |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
- |
|
- |
| Cl-9.12(Steady-State Formaldehyde Emission Test) |
- |
- |
|
- |
| Cl-9.4.2(Adhesion of Plies) |
- |
- |
|
- |
| 5.1.1(Defects in veneers) |
- |
- |
|
- |
|
23 May, 2028 |
- Included w.e.f 24.06.2025 |
| 22 |
EKO PRO ENGINEERS PRIVATE LIMITED (32/37) GHAZIABAD
| 8164006
| IS 710 (2024) |
MARINE PLYWOOD - SPECIFICATION (Third Revision) |
BWP/E1/E2 |
14500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-4.1(Timber) |
- |
0 |
|
- |
| Cl-4.2(Adhesive) |
- |
0 |
|
- |
| Cl-5.1(Veneers) |
- |
0 |
|
- |
| Cl-5.2.1(Glueing) |
- |
0 |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
0 |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
0 |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
0 |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
0 |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
0 |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
0 |
|
- |
| Cl-5.3(Treatment) |
- |
0 |
|
- |
| Cl-5.4(Moisture Content) |
- |
0 |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
1500 |
|
- |
| Cl-6.2(Thickness) |
- |
1500 |
|
- |
| Cl-6.3(Squareness) |
- |
1500 |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
500 |
|
- |
| Cl-9.3(Moisture Content) |
- |
500 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
500 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
500 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
1000 |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
1000 |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
1000 |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
2000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
500 |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
1000 |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
1000 |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
1500 |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
1500 |
|
- |
| Cl-9.4.2(Adhesion of Plies) |
- |
500 |
|
- |
| 5.1.1(Defects in veneers) |
- |
0 |
|
- |
|
27 May, 2028 |
- Included w.e.f.19.05.2025
Exclusion
Cl-9.5.2 (Water Resistance Test)
Cl-9.12 (Steady-State Formaldehyde Emission Test) |
| 23 |
KSA LABS LLP, Vadodara
| 7186606
| IS 710 (2024) |
MARINE PLYWOOD - SPECIFICATION (Third Revision) |
All |
15000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-4.1(Timber) |
- |
0 |
|
- |
| Cl-4.2(Adhesive) |
- |
0 |
|
- |
| Cl-5.1(Veneers) |
- |
0 |
|
- |
| Cl-5.2.1(Glueing) |
- |
0 |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
0 |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
0 |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
0 |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
0 |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
0 |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
0 |
|
- |
| Cl-5.3(Treatment) |
- |
0 |
|
- |
| Cl-5.4(Moisture Content) |
- |
0 |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
0 |
|
- |
| Cl-6.2(Thickness) |
- |
0 |
|
- |
| Cl-6.3(Squareness) |
- |
0 |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
0 |
|
- |
| Cl-9.3(Moisture Content) |
- |
0 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
0 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
0 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
0 |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
0 |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
0 |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
0 |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
0 |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
0 |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
0 |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
0 |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
0 |
|
- |
| Cl-9.4.2(Adhesion of Plies) |
- |
0 |
|
- |
| 5.1.1(Defects in veneers) |
- |
0 |
|
- |
|
24 Jun, 2028 |
- Exclusion: Cl-9.12 (Steady-State Formaldehyde Emission Test)
Cl 9.5.2 Annex-D Alternate method for Water Resistance Test |
| 24 |
BIS, Patna Branch Laboratory (PBL)
| None
| IS 710 (2024) |
MARINE PLYWOOD - SPECIFICATION (Third Revision) |
- |
16700 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-4.2 (Adhesive) |
- |
|
|
|
| Cl-6.1 (Dimensions (length)) |
- |
|
|
|
| Cl-9.4.2 (Glue Adhesion in Dry State- Adhesion of Plies) |
- |
|
|
|
| Cl-9.4.2 (Adhesion of Plies) |
- |
|
|
|
| Cl-9.5.2 (Water Resistance Test) |
- |
|
|
|
| Cl-9.6 (Tensile Strength-Along the grain) |
- |
|
|
|
| Cl-9.8, Table-2 (Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
|
|
|
| Cl-9.9, Table-3 (i) a ((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
|
|
|
| Cl-9.7 (Mycological Test -Adhesion) |
- |
|
|
|
| Cl-9.10 (Retention of Preservative) |
- |
|
|
|
| Cl-9.11 (Formaldehyde Content Test) |
- |
|
|
|
| Cl-9.8, Table-2 (Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
|
|
|
| Cl-9.9, Table-3 (i) b ((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
|
|
|
| Cl-9.3 (Moisture Content) |
- |
|
|
|
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6 (Workmanship and finish) |
- |
|
|
|
| Cl-6.2 (Thickness) |
- |
|
|
|
| Cl-6.3 (Squareness) |
- |
|
|
|
| Cl-9.5.1.1 (Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
|
|
|
| Cl-9.4.1 (Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
|
|
|
| Cl-9.5.1.2 (Water Resistance Test-Adhesion of plies) |
- |
|
|
|
| Cl-6.1 (Dimensions (length)) |
- |
|
|
|
| Cl-8.3 (Edge Straightness) |
- |
|
|
|
| Cl-6.1 (Dimensions (width)) |
- |
|
|
|
| Cl-6.3 (Squareness) |
- |
|
|
|
| Cl-9.8, Table-2 (Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
|
|
|
| Cl-9.8, Table-2 (Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
|
|
|
| Cl-9.9, Table-3 (ii) a ((Modulus of Rupture: Across the Face Grain: Average) Wet Bending) |
- |
|
|
|
| Cl-9.9, Table-3 (ii) b ((Modulus of Rupture: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
|
|
|
|
- |
- - |
| 25 |
BIS, Guwahati Branch Laboratory (GBL)
| None
| IS 710 (2024) |
MARINE PLYWOOD - SPECIFICATION (Third Revision) |
- |
16700 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-5.3 (Treatment) |
- |
|
|
|
| Cl-5.4 (Moisture Content) |
- |
|
|
|
| Cl-6.1 (Dimensions (length)) |
- |
|
|
|
| Cl-6.2 (Thickness) |
- |
|
|
|
| Cl-6.3 (Squareness) |
- |
|
|
|
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6 (Workmanship and finish) |
- |
|
|
|
| Cl-9.3 (Moisture Content) |
- |
|
|
|
| Cl-9.4.2 (Glue Adhesion in Dry State- Adhesion of Plies) |
- |
|
|
|
| Cl-9.4.1 (Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
|
|
|
| Cl-9.5.1.1 (Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
|
|
|
| Cl-9.5.1.2 (Water Resistance Test-Adhesion of plies) |
- |
|
|
|
| Cl-9.5.2 (Water Resistance Test) |
- |
|
|
|
| Cl-9.6 (Tensile Strength-Along the grain) |
- |
|
|
|
| Cl-9.7 (Mycological Test -Adhesion) |
- |
|
|
|
| Cl-9.8, Table-2 (Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
|
|
|
| Cl-9.9, Table-3 (i) a ((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
|
|
|
| Cl-9.9, Table-3 (i) b ((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
|
|
|
| Cl-9.10 (Retention of Preservative) |
- |
|
|
|
| Cl-9.11 (Formaldehyde Content Test) |
- |
|
|
|
| Cl-9.4.2 (Adhesion of Plies) |
- |
|
|
|
| Cl-4.1 (Timber) |
- |
|
|
|
| Cl-4.2 (Adhesive) |
- |
|
|
|
| Cl-5.1 (Veneers) |
- |
|
|
|
| Cl-5.2.1 (Glueing) |
- |
|
|
|
| Cl -5.2.2 (Thickness of Veneers) |
- |
|
|
|
| Cl - 5.2.3.1 (Joint in Veneers) |
- |
|
|
|
| Cl - 5.2.3.2 (Edge joints) |
- |
|
|
|
| Cl - 5.2.3.3 (End joints) |
- |
|
|
|
| Cl - 5.2.3.4 (Scarf joints) |
- |
|
|
|
| Cl - 5.2.4 (Grain Direction) |
- |
|
|
|
| 5.1.1 (Defects in veneers) |
- |
|
|
|
| Cl-9.12 (Steady-State Formaldehyde Emission Test) |
- |
|
|
|
| Cl-9.8, Table-2 (Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
|
|
|
| Cl-9.4.1 (Glue Adhesion in Dry State- Glue Shear Strength –Minimum Individual) |
- |
|
|
|
| Cl-9.5.1.1 (Glue Adhesion in Water Resistance - Glue Shear Strength –Minimum Individual) |
- |
|
|
|
| Cl-9.6 (Tensile Strength-Across the grain) |
- |
|
|
|
| Cl-9.8, Table-2 (Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
|
|
|
| Cl-9.8, Table-2 (Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
|
|
|
| Cl-9.8, Table-2 (Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
|
|
|
| Cl-9.8, Table-2 (Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
|
|
|
| Cl-9.8, Table-2 (Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
|
|
|
| Cl-9.8, Table-2 (Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
|
|
|
| Cl-9.7 (Glue Adhesion in Mycological test - Glue Shear Strength –Minimum Individual) |
- |
|
|
|
| Cl-9.7 (Glue Adhesion in Mycological test - Glue Shear Strength -Average) |
- |
|
|
|
| Cl-9.8, Table-2 (Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
|
|
|
| Cl-9.9, Table-3 (ii) a ((Modulus of Rupture: Across the Face Grain: Average) Wet Bending) |
- |
|
|
|
| Cl-9.9, Table-3 (ii) b ((Modulus of Rupture: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
|
|
|
| Cl-6.1 (Dimensions (width)) |
- |
|
|
|
| Cl-8.3 (Edge Straightness) |
- |
|
|
|
| Cl-11.1 (Marking) |
- |
|
|
|
| Cl-11.3 (Marking) |
- |
|
|
|
| Cl. 9.9 (Table 3) ((Modulus of Rupture: Along the Face Grain: Minimum Individual) Wet Bending) |
- |
|
|
|
| Cl. 9.9 (Table 3) ((Modulus of Rupture: Along the Face Grain: Average) Wet Bending) |
- |
|
|
|
| Cl. 9.9 (Table 3) ((Modulus of Elasticity: Along the Face Grain: Minimum Individual) Wet Bending) |
- |
|
|
|
| Cl. 9.9 (Table 3) ((Modulus of Elasticity: Along the Face Grain: Average) Wet Bending) |
- |
|
|
|
|
- |
- Qty. required 2 No.
i) Except Steady-State Formaldehyde Emission Test (Optional Test).
ii) Test facility available for thickness upto 25 mm |
| 26 |
BIS, Central Laboratory (CL)
| None
| IS 710 (2024) |
MARINE PLYWOOD - SPECIFICATION (Third Revision) |
- |
16700 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-6.1 (Dimensions (length)) |
- |
|
|
|
| Cl-6.2 (Thickness) |
- |
|
|
|
| Cl-6.3 (Squareness) |
- |
|
|
|
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6 (Workmanship and finish) |
- |
|
|
|
| Cl-9.3 (Moisture Content) |
- |
|
|
|
| Cl-9.4.2 (Glue Adhesion in Dry State- Adhesion of Plies) |
- |
|
|
|
| Cl-9.4.1 (Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
|
|
|
| Cl-9.5.1.1 (Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
|
|
|
| Cl-9.6 (Tensile Strength-Along the grain) |
- |
|
|
|
| Cl-9.7 (Mycological Test -Adhesion) |
- |
|
|
|
| Cl-9.8, Table-2 (Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
|
|
|
| Cl-9.8, Table-2 (Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
|
|
|
| Cl-9.9, Table-3 (i) a ((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
|
|
|
| Cl-9.9, Table-3 (i) b ((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
|
|
|
| Cl-9.4.2 (Adhesion of Plies) |
- |
|
|
|
| 5.1.1 (Defects in veneers) |
- |
|
|
|
| Cl-9.10 (Retention of Preservative) |
- |
|
|
|
| Cl-9.11 (Formaldehyde Content Test) |
- |
|
|
|
|
- |
- (Test facility not available in CL)-
Cl 9.8 Static Bending Strength Above 15 mm thickness, Cl 9.9 Wet Bending Strength Above 15 mm thickness, Steady State Formaldehyde Emission Test (Cl. 9.12)
Sample Qty required for testing: 1 Full Sheet |
| 27 |
Universal Testing and Research Centre (Division of Sustainable Stewardship Private Limited)
| 8169306
| IS 710 (2024) |
MARINE PLYWOOD - SPECIFICATION (Third Revision) |
All Grade |
20300 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-4.1(Timber) |
- |
100 |
|
10% Discount to BIS & for others 1.5 times of mentioned testing charges. |
| Cl-4.2(Adhesive) |
- |
100 |
|
10% Discount to BIS & for others 1.5 times of mentioned testing charges. |
| Cl-5.1(Veneers) |
- |
100 |
|
10% Discount to BIS & for others 1.5 times of mentioned testing charges. |
| Cl-5.2.1(Glueing) |
- |
100 |
|
10% Discount to BIS & for others 1.5 times of mentioned testing charges. |
| Cl -5.2.2(Thickness of Veneers) |
- |
100 |
|
10% Discount to BIS & for others 1.5 times of mentioned testing charges. |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
100 |
|
10% Discount to BIS & for others 1.5 times of mentioned testing charges. |
| Cl - 5.2.3.2(Edge joints) |
- |
100 |
|
10% Discount to BIS & for others 1.5 times of mentioned testing charges. |
| Cl - 5.2.3.3(End joints) |
- |
100 |
|
10% Discount to BIS & for others 1.5 times of mentioned testing charges. |
| Cl - 5.2.3.4(Scarf joints) |
- |
100 |
|
10% Discount to BIS & for others 1.5 times of mentioned testing charges. |
| Cl - 5.2.4(Grain Direction) |
- |
100 |
|
10% Discount to BIS & for others 1.5 times of mentioned testing charges. |
| Cl-5.3(Treatment) |
- |
100 |
|
10% Discount to BIS & for others 1.5 times of mentioned testing charges. |
| Cl-5.4(Moisture Content) |
- |
500 |
|
10% Discount to BIS & for others 1.5 times of mentioned testing charges. |
| Cl-6.1(Dimensions (length)) |
- |
300 |
|
10% Discount to BIS & for others 1.5 times of mentioned testing charges. |
| Cl-6.2(Thickness) |
- |
300 |
|
10% Discount to BIS & for others 1.5 times of mentioned testing charges. |
| Cl-6.3(Squareness) |
- |
300 |
|
10% Discount to BIS & for others 1.5 times of mentioned testing charges. |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
300 |
|
10% Discount to BIS & for others 1.5 times of mentioned testing charges. |
| Cl-9.3(Moisture Content) |
- |
500 |
|
10% Discount to BIS & for others 1.5 times of mentioned testing charges. |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
500 |
|
10% Discount to BIS & for others 1.5 times of mentioned testing charges. |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
500 |
|
10% Discount to BIS & for others 1.5 times of mentioned testing charges. |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
500 |
|
10% Discount to BIS & for others 1.5 times of mentioned testing charges. |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
500 |
|
10% Discount to BIS & for others 1.5 times of mentioned testing charges. |
| Cl-9.5.2(Water Resistance Test) |
- |
500 |
|
10% Discount to BIS & for others 1.5 times of mentioned testing charges. |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
1000 |
|
10% Discount to BIS & for others 1.5 times of mentioned testing charges. |
| Cl-9.7(Mycological Test -Adhesion) |
- |
1000 |
|
10% Discount to BIS & for others 1.5 times of mentioned testing charges. |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
1500 |
|
10% Discount to BIS & for others 1.5 times of mentioned testing charges. |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
1500 |
|
10% Discount to BIS & for others 1.5 times of mentioned testing charges. |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
1500 |
|
10% Discount to BIS & for others 1.5 times of mentioned testing charges. |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
1500 |
|
10% Discount to BIS & for others 1.5 times of mentioned testing charges. |
| Cl-9.10(Retention of Preservative) |
- |
2500 |
|
10% Discount to BIS & for others 1.5 times of mentioned testing charges. |
| Cl-9.11(Formaldehyde Content Test) |
- |
3700 |
|
10% Discount to BIS & for others 1.5 times of mentioned testing charges. |
| Cl-9.12(Steady-State Formaldehyde Emission Test) |
- |
45000 |
|
20% Discount for BIS Samples (Optional Test, Mentioned charges are for the Steady State Formaldehyde Testing 60000/- , Testing Time 30Days) |
| Cl-9.4.2(Adhesion of Plies) |
- |
100 |
|
10% Discount to BIS & for others 1.5 times of mentioned testing charges. |
| 5.1.1(Defects in veneers) |
- |
100 |
|
10% Discount to BIS & for others 1.5 times of mentioned testing charges. |
|
28 Nov, 2027 |
- Included w.e.f. 24.03.2025 |
| 28 |
CIPET, KOCHI
| 6137634
| IS 710 (2024) |
MARINE PLYWOOD - SPECIFICATION (Third Revision) |
- |
35105 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-4.1(Timber) |
- |
1350 |
|
25% discount on test charges |
| Cl-4.2(Adhesive) |
- |
0 |
|
Included in test charges for timber |
| Cl-5.1(Veneers) |
- |
0 |
|
Included in test charges for timber |
| Cl-5.2.1(Glueing) |
- |
0 |
|
Included in test charges for timber |
| Cl -5.2.2(Thickness of Veneers) |
- |
0 |
|
Included in test charges for timber |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
0 |
|
Included in test charges for timber |
| Cl - 5.2.3.2(Edge joints) |
- |
0 |
|
Included in test charges for timber |
| Cl - 5.2.3.4(Scarf joints) |
- |
0 |
|
Included in test charges for timber |
| Cl - 5.2.4(Grain Direction) |
- |
0 |
|
Included in test charges for timber |
| Cl-5.3(Treatment) |
- |
0 |
|
Included in test charges for timber |
| Cl-5.4(Moisture Content) |
- |
0 |
|
Included in test charges for timber |
| Cl-6.1(Dimensions (length)) |
- |
375 |
|
25% discount on test charges |
| Cl-6.2(Thickness) |
- |
187.5 |
|
25% discount on test charges |
| Cl-6.3(Squareness) |
- |
375 |
|
25% discount on test charges |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
0 |
|
Included in test charges for timber |
| Cl-9.3(Moisture Content) |
- |
675 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
187.5 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
1325 |
|
Specimen preparation charges included |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
1325 |
|
Specimen preparation charges included |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
187.5 |
|
25 % discount on test charges |
| Cl-9.5.2(Water Resistance Test) |
- |
1800 |
|
Specimen preparation charges included |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
2650 |
|
Tensile strength for both direction and specimen preparation charges included |
| Cl-9.7(Mycological Test -Adhesion) |
- |
5262.5 |
|
Total test charge for glue shear strength, adhesion of plies and mycological test.25% discount on test charges |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
1325 |
|
25% discount on test charges and specimen preparation charges included |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
1325 |
|
25% discount on test charges and specimen preparation charges included |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
1325 |
|
25% discount on test charges and specimen preparation charges included |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
1325 |
|
25% discount on test charges and specimen preparation charges included |
| Cl-9.10(Retention of Preservative) |
- |
2750 |
|
25% discount on test charges |
| Cl-9.11(Formaldehyde Content Test) |
- |
2250 |
|
25% discount on test charges |
| Cl-9.12(Steady-State Formaldehyde Emission Test) |
- |
3750 |
|
25% discount on test charges |
| Cl-9.4.2(Adhesion of Plies) |
- |
0 |
|
Included in test charges for timber |
| 5.1.1(Defects in veneers) |
- |
0 |
|
Included in test charges for timber |
| Cl - 5.2.3.3(End joints) |
- |
0 |
|
Included in test charges for timber |
| Cl-4.1(Timber) |
- |
1350 |
|
- |
| Cl-4.2(Adhesive) |
- |
0 |
|
- |
| Cl-5.1(Veneers) |
- |
0 |
|
- |
| Cl-5.2.1(Glueing) |
- |
0 |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
0 |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
0 |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
0 |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
0 |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
0 |
|
- |
| Cl-5.3(Treatment) |
- |
0 |
|
- |
| Cl-5.4(Moisture Content) |
- |
0 |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
375 |
|
- |
| Cl-6.2(Thickness) |
- |
187.5 |
|
- |
| Cl-6.3(Squareness) |
- |
375 |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
0 |
|
- |
| Cl-9.3(Moisture Content) |
- |
675 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
187.5 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
1325 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
1325 |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
187.5 |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
1800 |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
2650 |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
5262.5 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
1325 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
1325 |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
1325 |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
1325 |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
2750 |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
2250 |
|
- |
| Cl-9.12(Steady-State Formaldehyde Emission Test) |
- |
3750 |
|
- |
| Cl-9.4.2(Adhesion of Plies) |
- |
0 |
|
- |
| 5.1.1(Defects in veneers) |
- |
0 |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
0 |
|
- |
|
31 Dec, 2026 |
- Included w.e.f. 13.02.2025 |
| 29 |
INDIAN TESTING LABORATORY PRIVATE LIMITED, GREATER NOIDA
| 8171306
| IS 710 (2024) |
MARINE PLYWOOD - SPECIFICATION (Third Revision) |
- |
14000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-4.1(Timber) |
- |
0 |
|
- |
| Cl-4.2(Adhesive) |
- |
500 |
|
- |
| Cl-5.1(Veneers) |
- |
0 |
|
- |
| Cl-5.2.1(Glueing) |
- |
0 |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
500 |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
0 |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
0 |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
0 |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
0 |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
0 |
|
- |
| Cl-5.3(Treatment) |
- |
0 |
|
- |
| Cl-5.4(Moisture Content) |
- |
1000 |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
1000 |
|
- |
| Cl-6.2(Thickness) |
- |
1000 |
|
- |
| Cl-6.3(Squareness) |
- |
1000 |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
500 |
|
- |
| Cl-9.3(Moisture Content) |
- |
1000 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
1000 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
1000 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
1000 |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
1000 |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
1000 |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
1000 |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
1000 |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
1000 |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
1000 |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
2000 |
|
- |
| Cl-9.4.2(Adhesion of Plies) |
- |
1000 |
|
- |
| 5.1.1(Defects in veneers) |
- |
0 |
|
- |
|
15 Aug, 2028 |
- Included w.e.f 24.02.2025
Exclusion : Cl 9.12 Steady-State Formaldehyde Emission Test |
| 30 |
PIONEER TESTING LABORATORY PRIVATE LIMITED
| 8176806
| IS 710 (2024) |
MARINE PLYWOOD - SPECIFICATION (Third Revision) |
All Type |
15450 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-4.1(Timber) |
- |
750 |
|
- |
| Cl-4.2(Adhesive) |
- |
750 |
|
- |
| Cl-5.1(Veneers) |
- |
750 |
|
- |
| Cl-5.2.1(Glueing) |
- |
750 |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
750 |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
750 |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
750 |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
750 |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
750 |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
750 |
|
- |
| Cl-5.3(Treatment) |
- |
750 |
|
- |
| Cl-5.4(Moisture Content) |
- |
750 |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
750 |
|
- |
| Cl-6.2(Thickness) |
- |
750 |
|
- |
| Cl-6.3(Squareness) |
- |
750 |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
750 |
|
- |
| Cl-9.3(Moisture Content) |
- |
750 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
750 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
1500 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
1500 |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
750 |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
750 |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
1200 |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
1200 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
1500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
1500 |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
1500 |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
1500 |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
1500 |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
1500 |
|
- |
| Cl-9.12(Steady-State Formaldehyde Emission Test) |
- |
1500 |
|
- |
| Cl-9.4.2(Adhesion of Plies) |
- |
750 |
|
- |
| 5.1.1(Defects in veneers) |
- |
750 |
|
- |
| Cl-4.1(Timber) |
- |
0 |
|
- |
| Cl-4.2(Adhesive) |
- |
8500 |
|
- |
| Cl-5.1(Veneers) |
- |
2500 |
|
- |
| Cl-5.2.1(Glueing) |
- |
0 |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
500 |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
0 |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
0 |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
0 |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
0 |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
0 |
|
- |
| Cl-5.3(Treatment) |
- |
0 |
|
- |
| Cl-5.4(Moisture Content) |
- |
500 |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
1500 |
|
- |
| Cl-6.2(Thickness) |
- |
750 |
|
- |
| Cl-6.3(Squareness) |
- |
750 |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
500 |
|
- |
| Cl-9.3(Moisture Content) |
- |
500 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
750 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
750 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
1000 |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
1000 |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
1000 |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
800 |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
1200 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
1200 |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
1200 |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
1200 |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
1500 |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
2500 |
|
- |
| Cl-9.12(Steady-State Formaldehyde Emission Test) |
- |
2500 |
|
- |
| Cl-9.4.2(Adhesion of Plies) |
- |
8500 |
|
- |
| 5.1.1(Defects in veneers) |
- |
2500 |
|
- |
|
- |
- Included w.e.f 20.05.2025 |