1 |
IS 12823 (2025) |
Prelaminated Medium Density Particle Boards from Wood and other Lignocellulosic Material Specification (Second Revision) |
REG-Grade A,TYPE 1, TYPE 2, TYPE 3, TYPE 4, REG GRADE B, TYPE 1 ,TYPE2,TYPE3, TYPE 4,MR GRADE , TYPE 1, TYPE 2,TYPE3, TYPE4, HMR GRADE TYPE 1, TYPE2, TYPE3 ,TYPE 4, |
11500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
As per Clause 5(Material - IS 3087) |
- |
100 |
|
- |
As per Clause 8 Table 2(Length -IS 2380 (Part 2)) |
- |
100 |
|
- |
As per Clause 8 Table 2(Width - IS 2380 (Part 2)) |
- |
100 |
|
- |
As per Clause 8 Table 2(Thickness - IS 2380 (Part 2)) |
- |
100 |
|
- |
As per Clause 8 Table 2(Squareness, Max -IS 2380 (Part 2)) |
- |
100 |
|
- |
As per Clause 8 Table 2(Edge Straighness, Max - IS 2380 (Part 2)) |
- |
100 |
|
- |
As per Clause 9.1 Table 3(Density -IS 2380 (Part 3)) |
- |
1000 |
|
- |
As per Clause 9.1 Table 3(Variation from mean density, --IS 2380 (Part 3)) |
- |
1000 |
|
- |
As per Clause 9.1 Table 3(Moisture Content -IS 2380 (Part 3)) |
- |
500 |
|
- |
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of rupture (MoR), Min.-IS 2380 (Part 4)) |
- |
1000 |
|
- |
As per Clause 9.1 Table 4, Table 6, Table 7(Modulus of elasticity (MoE), Min. -(IS 2380 (Part 4)) |
- |
1000 |
|
- |
As per Clause 9.1 Table 4, Table 5, Table 6, Table7(Internal bond strength, Min. - IS 2380 (Part 5)) |
- |
500 |
|
- |
As per Clause 9.1 Table 6, Table 7(24 h thickness swelling (due to general absorption) Max. - IS 2380 (Part 17)) |
- |
500 |
|
- |
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Screw withdrawal strength (face) , Min. -IS 2380 (Part 4)) |
- |
500 |
|
- |
As per Clause 9.1 Table 4, Table 5, table 6, Table 7(Screw withdrawal strength (edge) , Min. -IS 2380 (Part 4)) |
- |
500 |
|
- |
As per Clause 9.1 , Table 6, Table 7(Moisture Resistance : Option 1 : Cyclic test (1. )Internal bond strength Min. -IS 2380 (Part 5) see note 1) |
- |
500 |
|
- |
As per Clause 9.1 , Table 6, Table 7(Moisture Resistance : Option 2 : Boil test (1.) Internal bond strength , Min.- IS 2380 (Part 5) see note 2) |
- |
500 |
|
- |
As per Clause 9.1 , Table 8(Abrasion resistance in number of revolutions Min. --Annex. B) |
- |
500 |
|
- |
As per Clause 9.1 , Table 8(Resiatnce to stream/water vapour - Annex. C) |
- |
500 |
|
- |
As per Clause 9.1 , Table 8(Resitance to crack -Annex. D) |
- |
500 |
|
- |
As per Clause 9.1 , Table 8(Resistance to cigarette burn -Annex. E) |
- |
500 |
|
- |
As per Clause 9.1 , Table 8(Resiatnce to stain - Annex. F) |
- |
500 |
|
- |
As per Clause 9.1 , Table 9(Formaldehyde content Fc, mg/100 g for oven dry board -IS 13745) |
- |
1500 |
|
- |
|
30 Dec, 2027 |
- Included w.e.f 14.10.2025
Exclusion: Clause 9.1 , Table 9 (Steady-state formaldehyde emission, Fc, mg/m3 (optional test)) |
2 |
IS 12406 (2025) |
Medium Density Fibre Boards of Wood and Other Lignocellulosic Materials for General Purpose - Specification ( Third Revision ) |
REG-Grade,MR GRADE, HMR GRADE -GP , HMR GRADE -FN |
8500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
As per Clause 7(Finish --IS 2380 (Part 2), IS 2380 (Part 3) & Visual) |
- |
100 |
|
- |
As per Clause 8, Table 2(Length -IS 2380 (Part 2)) |
- |
100 |
|
- |
As per Clause 8, Table 2(Width - IS 2380 (Part 2)) |
- |
100 |
|
- |
As per Clause 8, Table 2(Thickness - IS 2380 (Part 2)) |
- |
100 |
|
- |
As per Clause 8, Table 2(Squareness, Max. - IS 2380 (Part 2)) |
- |
100 |
|
- |
As per Clause 8, Table 2(Edge straightness, Max.) |
- |
100 |
|
- |
As per Clause 9.1 Table 3(Density -IS 2380 (Part 3)) |
- |
100 |
|
- |
As per Clause 9.1 Table 3(Variation from mean density, --IS 2380 (Part 3)) |
- |
500 |
|
- |
As per Clause 9.1 Table 3(Moisture Content -IS 2380 (Part 3)) |
- |
500 |
|
- |
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of rupture (MoR), Min.-IS 2380 (Part 4)) |
- |
1000 |
|
- |
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of elasticity (MoE), Min. -(IS 2380 (Part 4)) |
- |
1000 |
|
- |
As per Clause 9.1 Table 4, Table 5, Table 6, Table7(Internal bond strength, Min. - IS 2380 (Part 5)) |
- |
1000 |
|
- |
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(24 h thickness swelling (due to general absorption) Max. - IS 2380 (Part 17)) |
- |
1000 |
|
- |
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Screw withdrawal strength (face) , Min. -IS 2380 (Part 4)) |
- |
1000 |
|
- |
As per Clause 9.1 Table 4, Table 5, table 6, Table 7(Screw withdrawal strength (edge) , Min. -IS 2380 (Part 4)) |
- |
1000 |
|
- |
As per Clause 9.1 , Table 5, Table 6, Table 7(Moisture Resistance : Option 1 : Cyclic test (1. )Internal bond strength Min. -IS 2380 (Part 5) see note 1) |
- |
1000 |
|
- |
As per Clause 9.1 , Table 5, Table 6, Table 7(Moisture Resistance : Option 2 : Boil test (1.) Internal bond strength , Min.- IS 2380 (Part 5) see note 2) |
- |
1000 |
|
- |
As per Clause 9.1 , Table 9(Formaldehyde content Fc, mg/100 g for oven dry board -IS 13745) |
- |
1500 |
|
- |
|
30 Dec, 2027 |
- Included w.e.f 14.10.2025
Exclusion: Clause 9.1 , Table 9 (Steady-state formaldehyde emission, Fc, mg/m3 (optional test)) |
3 |
IS 3087 (2025) |
Medium Density Particle Boards of Wood and other Lignocellulosic Materials for General Purpose - Specification ( Third Revision ) |
REG -GRADE-A , REG GRADE-B , MR Grade, HMR Grade |
11500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
As per Clause 7(Finish --IS 2380 (Part 2), IS 2380 (Part 3) & Visual) |
- |
100 |
|
- |
As per Clause 8, Table 2(Length -IS 2380 (Part 2)) |
- |
100 |
|
- |
As per Clause 8, Table 2(Width - IS 2380 (Part 2)) |
- |
100 |
|
- |
As per Clause 8, Table 2(Thickness, Sanded/finished panel - IS 2380 (Part 2)) |
- |
100 |
|
- |
As per Clause 8, Table 2(Squareness, Max. - IS 2380 (Part 2)) |
- |
100 |
|
- |
As per Clause 8, Table 2(Edge straightness, Max. -IS 2380 (Part 2)) |
- |
100 |
|
- |
As per Clause 9.1 Table 3(Density -IS 2380 (Part 3)) |
- |
500 |
|
- |
As per Clause 9.1 Table 3(Variation from mean density, --IS 2380 (Part 3)) |
- |
500 |
|
- |
As per Clause 9.1 Table 3(Moisture Content -IS 2380 (Part 3)) |
- |
500 |
|
- |
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of rupture (MoR), Min.-IS 2380 (Part 4)) |
- |
1000 |
|
- |
As per Clause 9.1 Table 4, Table 6, Table 7(Modulus of elasticity (MoE), Min. -(IS 2380 (Part 4)) |
- |
1000 |
|
- |
As per Clause 9.1 Table 4, Table 5, Table 6, Table7(Internal bond strength, Min. - IS 2380 (Part 5)) |
- |
1000 |
|
- |
As per Clause 9.1 Table 6, Table 7(24 h thickness swelling (due to general absorption) Max. - IS 2380 (Part 17)) |
- |
1000 |
|
- |
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Screw withdrawal strength (face) , Min. -IS 2380 (Part 4)) |
- |
500 |
|
- |
As per Clause 9.1 Table 4, Table 5, table 6, Table 7(Screw withdrawal strength (edge) , Min. -IS 2380 (Part 4)) |
- |
500 |
|
- |
As per Clause 9.1 , Table 6, Table 7(Moisture Resistance : Option 1 : Cyclic test (1. )Internal bond strength Min. -IS 2380 (Part 5) see note 1) |
- |
500 |
|
- |
As per Clause 9.1 , Table 6, Table 7(Moisture Resistance : Option 2 : Boil test (1.) Internal bond strength , Min.- IS 2380 (Part 5) see note 2) |
- |
500 |
|
- |
As per Clause 9.1 , Table 9(Formaldehyde content Fc, mg/100 g for oven dry board -IS 13745) |
- |
1500 |
|
- |
|
30 Dec, 2027 |
- Included w.e.f 14.10.2025
Exclusion: Clause 9.1 , Table 9 (Steady-state formaldehyde emission, Fc, mg/m3 (optional test)) |
4 |
IS 14587 (2025) |
Prelaminated Medium Density Fibre Boards of Wood and Other Lignocellulosic Materials - Specification ( Second Revision ) |
REG GRADE, MR GRADE, HMR -GP GRADE, HMR-FN GRADE ,TYPE 1, TYPE 2, TYPE 3, TYPE 4, |
14500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
As per Clause 8 Table 2(Length -IS 2380 (Part 2)) |
- |
500 |
|
- |
As per Clause 8 Table 2(Width - IS 2380 (Part 2)) |
- |
500 |
|
- |
As per Clause 8 Table 2(Thickness - IS 2380 (Part 2)) |
- |
500 |
|
- |
As per Clause 8 Table 2(Squareness, Max -IS 2380 (Part 2)) |
- |
500 |
|
- |
As per Clause 8 Table 2(Edge Straighness, Max - IS 2380 (Part 2)) |
- |
500 |
|
- |
As per Clause 9.1 Table 3(Density -IS 2380 (Part 3)) |
- |
1000 |
|
- |
As per Clause 9.1 Table 3(Variation from mean density, --IS 2380 (Part 3)) |
- |
1000 |
|
- |
As per Clause 9.1 Table 3(Moisture Content -IS 2380 (Part 3)) |
- |
100 |
|
- |
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of rupture (MoR), Min.-IS 2380 (Part 4)) |
- |
100 |
|
- |
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of elasticity (MoE), Min. -(IS 2380 (Part 4)) |
- |
1000 |
|
- |
As per Clause 9.1 Table 4, Table 5, Table 6, Table7(Internal bond strength, Min. - IS 2380 (Part 5)) |
- |
1000 |
|
- |
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(24 h thickness swelling (due to general absorption) Max. - IS 2380 (Part 17)) |
- |
1000 |
|
- |
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Screw withdrawal strength (face) , Min. -IS 2380 (Part 4)) |
- |
1000 |
|
- |
As per Clause 9.1 Table 4, Table 5, table 6, Table 7(Screw withdrawal strength (edge) , Min. -IS 2380 (Part 4)) |
- |
1000 |
|
- |
As per Clause 9.1 , Table 5, Table 6, Table 7(Moisture Resistance : Option 1 : Cyclic test (1. )Internal bond strength Min. -IS 2380 (Part 5) see note 1) |
- |
1000 |
|
- |
As per Clause 9.1 , Table 5, Table 6, Table 7(Moisture Resistance : Option 2 : Boil test (1.) Internal bond strength , Min.- IS 2380 (Part 5) see note 2) |
- |
1000 |
|
- |
As per Clause 9.1 , Table 8(Abrasion resistance in number of revolutions Min. --Annex. B) |
- |
1000 |
|
- |
As per Clause 9.1 , Table 8(Resiatnce to stream/water vapour - Annex. C) |
- |
1000 |
|
- |
As per Clause 9.1 , Table 8(Resitance to crack -Annex. D) |
- |
1000 |
|
- |
As per Clause 9.1 , Table 8(Resistance to cigarette burn -Annex. E) |
- |
500 |
|
- |
As per Clause 9.1 , Table 8(Resiatnce to stain - Annex. F) |
- |
500 |
|
- |
As per Clause 9.1 , Table 8(Resiatnce to stain - Annex. F) |
- |
500 |
|
- |
As per Clause 9.1 , Table 9(Formaldehyde content Fc, mg/100 g for oven dry board -IS 13745) |
- |
2500 |
|
- |
As per Clause 9.1 , Table 9(Steady-state formaldehyde emission, Fc, mg/m3 (optional test)) |
- |
0 |
|
- |
As per Clause 8 Table 2(Length -IS 2380 (Part 2)) |
- |
500 |
|
- |
As per Clause 8 Table 2(Width - IS 2380 (Part 2)) |
- |
500 |
|
- |
As per Clause 8 Table 2(Thickness - IS 2380 (Part 2)) |
- |
500 |
|
- |
As per Clause 8 Table 2(Squareness, Max -IS 2380 (Part 2)) |
- |
500 |
|
- |
As per Clause 8 Table 2(Edge Straighness, Max - IS 2380 (Part 2)) |
- |
500 |
|
- |
As per Clause 9.1 Table 3(Density -IS 2380 (Part 3)) |
- |
500 |
|
- |
As per Clause 9.1 Table 3(Variation from mean density, --IS 2380 (Part 3)) |
- |
500 |
|
- |
As per Clause 9.1 Table 3(Moisture Content -IS 2380 (Part 3)) |
- |
500 |
|
- |
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of rupture (MoR), Min.-IS 2380 (Part 4)) |
- |
500 |
|
- |
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of elasticity (MoE), Min. -(IS 2380 (Part 4)) |
- |
500 |
|
- |
As per Clause 9.1 Table 4, Table 5, Table 6, Table7(Internal bond strength, Min. - IS 2380 (Part 5)) |
- |
500 |
|
- |
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(24 h thickness swelling (due to general absorption) Max. - IS 2380 (Part 17)) |
- |
500 |
|
- |
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Screw withdrawal strength (face) , Min. -IS 2380 (Part 4)) |
- |
500 |
|
- |
As per Clause 9.1 Table 4, Table 5, table 6, Table 7(Screw withdrawal strength (edge) , Min. -IS 2380 (Part 4)) |
- |
500 |
|
- |
As per Clause 9.1 , Table 5, Table 6, Table 7(Moisture Resistance : Option 1 : Cyclic test (1. )Internal bond strength Min. -IS 2380 (Part 5) see note 1) |
- |
500 |
|
- |
As per Clause 9.1 , Table 5, Table 6, Table 7(Moisture Resistance : Option 2 : Boil test (1.) Internal bond strength , Min.- IS 2380 (Part 5) see note 2) |
- |
500 |
|
- |
As per Clause 9.1 , Table 8(Abrasion resistance in number of revolutions Min. --Annex. B) |
- |
1000 |
|
- |
As per Clause 9.1 , Table 8(Resiatnce to stream/water vapour - Annex. C) |
- |
500 |
|
- |
As per Clause 9.1 , Table 8(Resitance to crack -Annex. D) |
- |
500 |
|
- |
As per Clause 9.1 , Table 8(Resistance to cigarette burn -Annex. E) |
- |
500 |
|
- |
As per Clause 9.1 , Table 8(Resiatnce to stain - Annex. F) |
- |
500 |
|
- |
As per Clause 9.1 , Table 8(Resiatnce to stain - Annex. F) |
- |
500 |
|
- |
As per Clause 9.1 , Table 9(Formaldehyde content Fc, mg/100 g for oven dry board -IS 13745) |
- |
2500 |
|
- |
As per Clause 9.1 , Table 9(Steady-state formaldehyde emission, Fc, mg/m3 (optional test)) |
- |
0 |
|
- |
|
30 Dec, 2027 |
- Included w.e.f 14.10.2025
Exclusion: Clause 9.1 , Table 9 (Steady-state formaldehyde emission, Fc, mg/m3 (optional test)) |
5 |
IS 1328 (2025) |
Veneered Decorative Plywood - Specification ( Fourth Revision ) |
BWP, BWR, MR, TYPE 1, TYPE 2, TYPE 3 |
7500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 4.1(Grades) |
- |
100 |
|
- |
Cl 4.2(Type) |
- |
100 |
|
- |
Cl 4.3(Formaldehyde Class) |
- |
100 |
|
- |
Cl 5.2(Adhesive) |
- |
100 |
|
- |
Cl 7.1(Surface Requirements- For Type 1) |
- |
100 |
|
- |
Cl 7.2(Surface Requirements- For Type 2) |
- |
100 |
|
- |
Cl 7.3(Surface Requirements- For Type 3) |
- |
100 |
|
- |
Cl 7.4(Surface Requirements- For Type 4) |
- |
100 |
|
- |
Cl 8.1(Dimensions (Length and Width)) |
- |
100 |
|
- |
Cl 8.2(Dimensions (Thickness)) |
- |
100 |
|
- |
Cl 8.3(Squareness and Edge Straightness as Per Annex B) |
- |
100 |
|
- |
Cl 8.4- Table 1(Tolerances) |
- |
100 |
|
- |
Cl 11.3(Moisture Content) |
- |
500 |
|
- |
Cl 11.4.1(a)(Water Resistance Test( For MR Grade)) |
- |
1300 |
|
- |
Cl 11.4.1(b)(Water Resistance Test( For BWR Grade)) |
- |
1300 |
|
- |
Cl 11.4.1(c)(Water Resistance Test( For BWP Grade)) |
- |
1300 |
|
- |
Cl 11.5(Formaldehyde Content Test) |
- |
3500 |
|
- |
Cl 12(Marking) |
- |
0 |
|
- |
|
30 Dec, 2027 |
- Included w.e.f 14.10.2025
Exclusion: Cl 11.6 (Steady - State Formaldehyde Emission Test ( Optional Test)) |
6 |
IS 848 (2025) |
Synthetic Resin Adhesives for Plywood (Phenolic, Aminoplastic and Bio-Materials Based) - Specification ( Third Revision ) |
BWP, BWR, MR |
5500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
As per Clause 4 Table 1(TYPES) |
- |
500 |
|
- |
As per Clause 6.6(SETTING TIMES AND CONDITIONS) |
- |
500 |
|
- |
As per Clause 7.3.2 Table 1(i)(Cyclic Test For BWP Type) |
- |
4000 |
|
- |
As per Clause 7.3.2 Table 1(ii)(Cyclic Test For BWR Type) |
- |
4000 |
|
- |
As per Clause 7.3.2 Table 1(iii)(Cyclic Test For MR Type) |
- |
4000 |
|
- |
As per Clause 7.4(Acidity And Alkalinity (pH)) |
- |
500 |
|
- |
As per Clause 9(Marking) |
- |
0 |
|
- |
|
30 Dec, 2027 |
- Included w.e.f 14.10.2025 |
7 |
IS 1328 (1996) |
Veneered Decorative Plywood -Specification |
MR/BWR/Type1/Type2 |
8500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.1(Grade - For BWR) |
- |
0 |
|
- |
4.1(Grade - For MR) |
- |
0 |
|
- |
4.2(Type - For Type 1) |
- |
0 |
|
- |
4.2(Type - For Type 2) |
- |
0 |
|
- |
7.1.1(Requirements - Open splits, checks or open joints - For Type 1 - Cl. 7.1.1) |
- |
0 |
|
- |
7.2.1(Requirements - Open splits, checks or open joints - For Type 2 - Cl. 7.2.1) |
- |
0 |
|
- |
7.1.2(Requirements - Other defects - For Type 1 - Cl. 7.1.2) |
- |
0 |
|
- |
7.2.2(Requirements - Other defects - For Type 2 - Cl. 7.2.2.) |
- |
0 |
|
- |
7.1.3(Requirements - Other Charcteristics and Manufacturing Defects - For Type 1 - Cl. 7.1.3) |
- |
0 |
|
- |
7.2.3(Requirements - Other Charcteristics and Manufacturing Defects - For Type 2 - Cl. 7.2.3) |
- |
0 |
|
- |
8(Dimensions & Tolerances - Length - Cl. 8) |
- |
500 |
|
- |
8(Dimensions & Tolerances - Width - Cl. 8) |
- |
500 |
|
- |
8(Dimensions & Tolerances - Thickness - Cl. 8) |
- |
500 |
|
- |
8(Dimensions & Tolerances - Edge Straightness - Annexure C) |
- |
500 |
|
- |
8(Dimensions & Tolerances - Squareness - Annexure C) |
- |
500 |
|
- |
9(Finish - Cl. 9.1, 8.3) |
- |
1000 |
|
- |
9(Finish - Cl. 9.2, 8.3) |
- |
1000 |
|
- |
11(Tests - Moisture Content - Part 1 of IS 1734) |
- |
1000 |
|
- |
11(Tests - Water Resistance Test - Cl. 11.1.2.1 [for MR Grade]) |
- |
1000 |
|
- |
11(Tests - Water Resistance Test - Cl. 11.1.2.2 [for BWR Grade]) |
- |
1000 |
|
- |
6.1(Decorative Veneers (Thickness)) |
- |
500 |
|
- |
4.1(Grade - For BWR) |
- |
0 |
|
- |
4.1(Grade - For MR) |
- |
0 |
|
- |
4.2(Type - For Type 1) |
- |
0 |
|
- |
4.2(Type - For Type 2) |
- |
0 |
|
- |
7.1.1(Requirements - Open splits, checks or open joints - For Type 1 - Cl. 7.1.1) |
- |
0 |
|
- |
7.2.1(Requirements - Open splits, checks or open joints - For Type 2 - Cl. 7.2.1) |
- |
0 |
|
- |
7.1.2(Requirements - Other defects - For Type 1 - Cl. 7.1.2) |
- |
0 |
|
- |
7.2.2(Requirements - Other defects - For Type 2 - Cl. 7.2.2.) |
- |
0 |
|
- |
7.1.3(Requirements - Other Charcteristics and Manufacturing Defects - For Type 1 - Cl. 7.1.3) |
- |
0 |
|
- |
7.2.3(Requirements - Other Charcteristics and Manufacturing Defects - For Type 2 - Cl. 7.2.3) |
- |
0 |
|
- |
8(Dimensions & Tolerances - Length - Cl. 8) |
- |
500 |
|
- |
8(Dimensions & Tolerances - Width - Cl. 8) |
- |
500 |
|
- |
8(Dimensions & Tolerances - Thickness - Cl. 8) |
- |
500 |
|
- |
8(Dimensions & Tolerances - Edge Straightness - Annexure C) |
- |
500 |
|
- |
8(Dimensions & Tolerances - Squareness - Annexure C) |
- |
500 |
|
- |
9(Finish - Cl. 9.1, 8.3) |
- |
500 |
|
- |
9(Finish - Cl. 9.2, 8.3) |
- |
500 |
|
- |
11(Tests - Moisture Content - Part 1 of IS 1734) |
- |
500 |
|
- |
11(Tests - Water Resistance Test - Cl. 11.1.2.1 [for MR Grade]) |
- |
1000 |
|
- |
11(Tests - Water Resistance Test - Cl. 11.1.2.2 [for BWR Grade]) |
- |
1000 |
|
- |
6.1(Decorative Veneers (Thickness)) |
- |
500 |
|
- |
|
30 Dec, 2027 |
- Included w.e.f 05.06.2025 |
8 |
IS 1659 (2004) |
Block boards - Specification (Fourth Revision) |
BWP-DEC, BWP-COM, MR-DEC, MR-COM |
8500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
9.2.6(Spot test - Annexure L) |
- |
1500 |
|
- |
9.2.5(Modulus of elasticity - MINIMUM INDIVIDUAL - Annexure K) |
- |
500 |
|
- |
9.2.5(Modulus of elasticity - AVERAGE - Annexure K) |
- |
500 |
|
- |
9.2.5(Modulus of rupture - MINIMUM INDIVIDUAL - Annexure K) |
- |
500 |
|
- |
9.2.5(Modulus of rupture - AVERAGE - Annexure K) |
- |
500 |
|
- |
9.2.4(Mycological Test [for MR grade only] - Annexure J) |
- |
1000 |
|
- |
9.2.3(Adhesion of Plies - Annexure H) |
- |
500 |
|
- |
9.2.2 (Resistance to water - Annexure G, Annexure H [For MR Grade]) |
- |
1000 |
|
- |
9.2.2 (Resistance to water - Annexure G, Annexure H [For BWP grade]) |
- |
1000 |
|
- |
9.2.1(Dimensional Changes caused by humidity Change in local planeness - Annexure F) |
- |
1000 |
|
- |
9.2.1(Dimensional Changes caused by humidity - Delamination - Annexure F) |
- |
1000 |
|
- |
9.2.1(Dimensional Changes caused by humidity - Change in thickness - at 40% RH - Annexure F) |
- |
1000 |
|
- |
9.2.1(Dimensional Changes caused by humidity - Change in Thickness - at 90% RH - Annexure F) |
- |
1000 |
|
- |
9.2.1(Dimensional Changes caused by humidity - Change in Length - at 40% RH - Annexure F) |
- |
1000 |
|
- |
9.2.1(Dimensional Changes caused by humidity - Change in Length - at 90% RH - Annexure F) |
- |
1000 |
|
- |
7.3(Dimensional Requirements - Variation in thickness - Annexure E) |
- |
1000 |
|
- |
7.3(Dimensional Requirements - Squareness - Annexure D) |
- |
1000 |
|
- |
7.3(Dimensional Requirements - Edge Straightness - Annexure D) |
- |
100 |
|
- |
7.3(Dimensional Requirements - Thickness - Annexure E) |
- |
100 |
|
- |
7.3(Dimensional Requirements - Width - 8.1.4) |
- |
100 |
|
- |
7.3(Dimensional Requirements - Length - 8.1.4) |
- |
100 |
|
- |
8.1.3, 6.3.3, IS 1328(Visual Inspection - Permissible Defects - IS 1328 [test method for DECORATIVE type]) |
- |
500 |
|
- |
8.1.3, 6.3.3, IS 303(Visual Inspection - Permissible Defects - IS 303 [test method for COMMERCIAL type]) |
- |
500 |
|
- |
9.2.6 (mechanical)(Spot test - Annexure L) |
- |
1500 |
|
- |
cl. 11(marking) |
- |
0 |
|
- |
cl. 11.1(marking - BIS certification marking) |
- |
0 |
|
- |
Cl-10(ADDITIONAL REQUIREMENTS FOR
ECO-MARK) |
- |
0 |
|
- |
6.2(Core- Moisture & Width) |
- |
500 |
|
- |
6.3(Cross Bands and Faces- Moisture content) |
- |
500 |
|
- |
6.3.1(Thickness of cross band and face veneers) |
- |
500 |
|
- |
|
30 Dec, 2027 |
- Included w.e.f.19.05.2025 |
9 |
IS 3087 (2005) |
Practicle boards of wood and other lingnocellulosic materials (medium density) for general purposes -Specification |
FPS/FPT-1/FPT-2/XPS/XPT/E1/E2 |
12500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
1 (i) Table 1(Density Variation (Flat Pressed Single Layer)) |
- |
500 |
|
- |
1 (i) Table 1(Density Variation (Flat Pressed Three Layer grade 1)) |
- |
500 |
|
- |
1 (i) Table 1(Density Variation (Flat Pressed Three Layer grade 2)) |
- |
500 |
|
- |
1 (i) Table 1(Density Variation (Extrusion Pressed Solids) XPS) |
- |
500 |
|
- |
1 (i) Table 1(Density Variation (Extrusion Pressed Tubular) XPS) |
- |
500 |
|
- |
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Single Layer)) |
- |
1000 |
|
- |
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Three Layer grade 1)) |
- |
1000 |
|
- |
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Three Layer grade 2)) |
- |
1000 |
|
- |
1 (ii) (a) Table 1(Water absorption, 2h soacking (Extrusion Pressed Solids) XPS) |
- |
1000 |
|
- |
1 (ii) (a) Table 1(Water absorption, 2h soacking (Extrusion Pressed Tubular) XPS) |
- |
1000 |
|
- |
1 (ii) Table 1 (b)(Water absorption, 24h soacking (Flat Pressed Single Layer)) |
- |
1000 |
|
- |
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Flat Pressed Three Layer grade 1)) |
- |
1000 |
|
- |
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Flat Pressed Three Layer grade 2)) |
- |
1000 |
|
- |
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Extrusion Pressed Solids) XPS) |
- |
1000 |
|
- |
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Extrusion Pressed Tubular) XPS) |
- |
1000 |
|
- |
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Single Layer)) |
- |
1000 |
|
- |
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Three Layer grade 1)) |
- |
1000 |
|
- |
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Three Layer grade 2)) |
- |
1000 |
|
- |
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Extrusion Pressed Solids) XPS) |
- |
1000 |
|
- |
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Extrusion Pressed Tubular) XPS) |
- |
1000 |
|
- |
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Single Layer)) |
- |
1000 |
|
- |
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Three Layer grade 1)) |
- |
1000 |
|
- |
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Three Layer grade 2)) |
- |
1000 |
|
- |
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Extrusion Pressed Solids) XPS) |
- |
1000 |
|
- |
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Extrusion Pressed Tubular) XPS) |
- |
1000 |
|
- |
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Single Layer)) |
- |
1000 |
|
- |
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Three Layer grade 1)) |
- |
1000 |
|
- |
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Three Layer grade 2)) |
- |
1000 |
|
- |
1 (iv) Table 1(Thickness swelling, Width (Extrusion Pressed Solids) XPS) |
- |
1000 |
|
- |
1 (iv) Table 1(Thickness swelling, Width (Extrusion Pressed Tubular) XPS) |
- |
1000 |
|
- |
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Single Layer)) |
- |
1000 |
|
- |
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Three Layer grade 1)) |
- |
1000 |
|
- |
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Three Layer grade 2)) |
- |
1000 |
|
- |
1 (v) Table 1(Swelling in thickness due to surface absorption, (Extrusion Pressed Solids) XPS) |
- |
1000 |
|
- |
1 (v) Table 1(Swelling in thickness due to surface absorption, (Extrusion Pressed Tubular) XPS) |
- |
1000 |
|
- |
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Single Layer)) |
- |
1000 |
|
- |
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Three Layer grade 1)) |
- |
1000 |
|
- |
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Three Layer grade 2)) |
- |
1000 |
|
- |
1 (vi) (a), Table 1(Modulus of rupture, Average (Extrusion Pressed Solids) XPS) |
- |
1000 |
|
- |
1 (vi) (a), Table 1(Modulus of rupture, Average (Extrusion Pressed Tubular) XPS) |
- |
1000 |
|
- |
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Single Layer)) |
- |
1000 |
|
- |
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Three Layer grade 1)) |
- |
1000 |
|
- |
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Three Layer grade 2)) |
- |
1000 |
|
- |
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Extrusion Pressed Solids) XPS) |
- |
1000 |
|
- |
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Extrusion Pressed Tubular) XPT) |
- |
1000 |
|
- |
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Single Layer)) |
- |
1000 |
|
- |
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Three Layer grade 1)) |
- |
1000 |
|
- |
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Three Layer grade 2)) |
- |
1000 |
|
- |
1 (vii) (a), Table 1(Modulus of elasticity, Average (Extrusion Pressed Solids) XPS) |
- |
1000 |
|
- |
1 (vii) (a), Table 1(Modulus of elasticity, Average (Extrusion Pressed Tubular) XPT) |
- |
1000 |
|
- |
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Single Layer)) |
- |
1000 |
|
- |
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Three Layer grade 1)) |
- |
1000 |
|
- |
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Three Layer grade 2)) |
- |
1000 |
|
- |
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Extrusion Pressed Solids) XPS) |
- |
1000 |
|
- |
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Extrusion Pressed Tubular) XPT) |
- |
1000 |
|
- |
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Flat Pressed Single Layer)) |
- |
1000 |
|
- |
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface,Upto 20mm thickness (Flat Pressed Three Layer grade 1)) |
- |
1000 |
|
- |
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Flat Pressed Three Layer grade 2)) |
- |
1000 |
|
- |
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Extrusion Pressed Solids) XPS) |
- |
1000 |
|
- |
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Extrusion Pressed Tubular) XPT) |
- |
1000 |
|
- |
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Flat Pressed Single Layer)) |
- |
1000 |
|
- |
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface,Above 20mm thickness (Flat Pressed Three Layer grade 1)) |
- |
1000 |
|
- |
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Flat Pressed Three Layer grade 2)) |
- |
1000 |
|
- |
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Extrusion Pressed Solids) XPS) |
- |
1000 |
|
- |
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Extrusion Pressed Tubular) XPT) |
- |
1000 |
|
- |
1 (i) Table 1(Density Variation (Flat Pressed Single Layer)) |
- |
500 |
|
- |
1 (i) Table 1(Density Variation (Flat Pressed Three Layer grade 1)) |
- |
500 |
|
- |
1 (i) Table 1(Density Variation (Flat Pressed Three Layer grade 2)) |
- |
500 |
|
- |
1 (i) Table 1(Density Variation (Extrusion Pressed Solids) XPS) |
- |
500 |
|
- |
1 (i) Table 1(Density Variation (Extrusion Pressed Tubular) XPS) |
- |
500 |
|
- |
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Single Layer)) |
- |
1000 |
|
- |
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Three Layer grade 1)) |
- |
1000 |
|
- |
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Three Layer grade 2)) |
- |
1000 |
|
- |
1 (ii) (a) Table 1(Water absorption, 2h soacking (Extrusion Pressed Solids) XPS) |
- |
1000 |
|
- |
1 (ii) (a) Table 1(Water absorption, 2h soacking (Extrusion Pressed Tubular) XPS) |
- |
1000 |
|
- |
1 (ii) Table 1 (b)(Water absorption, 24h soacking (Flat Pressed Single Layer)) |
- |
1000 |
|
- |
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Flat Pressed Three Layer grade 1)) |
- |
1000 |
|
- |
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Flat Pressed Three Layer grade 2)) |
- |
1000 |
|
- |
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Extrusion Pressed Solids) XPS) |
- |
1000 |
|
- |
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Extrusion Pressed Tubular) XPS) |
- |
1000 |
|
- |
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Single Layer)) |
- |
1000 |
|
- |
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Three Layer grade 1)) |
- |
1000 |
|
- |
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Three Layer grade 2)) |
- |
1000 |
|
- |
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Extrusion Pressed Solids) XPS) |
- |
1000 |
|
- |
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Extrusion Pressed Tubular) XPS) |
- |
1000 |
|
- |
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Single Layer)) |
- |
1000 |
|
- |
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Three Layer grade 1)) |
- |
1000 |
|
- |
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Three Layer grade 2)) |
- |
1000 |
|
- |
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Extrusion Pressed Solids) XPS) |
- |
1000 |
|
- |
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Extrusion Pressed Tubular) XPS) |
- |
1000 |
|
- |
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Single Layer)) |
- |
1000 |
|
- |
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Three Layer grade 1)) |
- |
1000 |
|
- |
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Three Layer grade 2)) |
- |
1000 |
|
- |
1 (iv) Table 1(Thickness swelling, Width (Extrusion Pressed Solids) XPS) |
- |
1000 |
|
- |
1 (iv) Table 1(Thickness swelling, Width (Extrusion Pressed Tubular) XPS) |
- |
1000 |
|
- |
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Single Layer)) |
- |
1000 |
|
- |
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Three Layer grade 2)) |
- |
1000 |
|
- |
1 (v) Table 1(Swelling in thickness due to surface absorption, (Extrusion Pressed Solids) XPS) |
- |
1000 |
|
- |
1 (v) Table 1(Swelling in thickness due to surface absorption, (Extrusion Pressed Tubular) XPS) |
- |
1000 |
|
- |
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Single Layer)) |
- |
1000 |
|
- |
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Three Layer grade 1)) |
- |
1000 |
|
- |
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Three Layer grade 2)) |
- |
1000 |
|
- |
1 (vi) (a), Table 1(Modulus of rupture, Average (Extrusion Pressed Solids) XPS) |
- |
1000 |
|
- |
1 (vi) (a), Table 1(Modulus of rupture, Average (Extrusion Pressed Tubular) XPS) |
- |
1000 |
|
- |
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Single Layer)) |
- |
1000 |
|
- |
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Three Layer grade 1)) |
- |
1000 |
|
- |
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Three Layer grade 2)) |
- |
1000 |
|
- |
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Extrusion Pressed Solids) XPS) |
- |
1000 |
|
- |
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Extrusion Pressed Tubular) XPT) |
- |
1000 |
|
- |
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Single Layer)) |
- |
1000 |
|
- |
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Three Layer grade 1)) |
- |
1000 |
|
- |
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Three Layer grade 2)) |
- |
1000 |
|
- |
1 (vii) (a), Table 1(Modulus of elasticity, Average (Extrusion Pressed Solids) XPS) |
- |
1000 |
|
- |
1 (vii) (a), Table 1(Modulus of elasticity, Average (Extrusion Pressed Tubular) XPT) |
- |
1000 |
|
- |
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Single Layer)) |
- |
1000 |
|
- |
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Three Layer grade 1)) |
- |
1000 |
|
- |
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Three Layer grade 2)) |
- |
1000 |
|
- |
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Extrusion Pressed Solids) XPS) |
- |
1000 |
|
- |
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Extrusion Pressed Tubular) XPT) |
- |
1000 |
|
- |
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Flat Pressed Single Layer)) |
- |
1000 |
|
- |
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface,Upto 20mm thickness (Flat Pressed Three Layer grade 1)) |
- |
1000 |
|
- |
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Flat Pressed Three Layer grade 2)) |
- |
1000 |
|
- |
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Extrusion Pressed Solids) XPS) |
- |
1000 |
|
- |
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Extrusion Pressed Tubular) XPT) |
- |
1000 |
|
- |
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Flat Pressed Single Layer)) |
- |
1000 |
|
- |
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface,Above 20mm thickness (Flat Pressed Three Layer grade 1)) |
- |
1000 |
|
- |
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Flat Pressed Three Layer grade 2)) |
- |
1000 |
|
- |
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Extrusion Pressed Solids) XPS) |
- |
1000 |
|
- |
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Extrusion Pressed Tubular) XPT) |
- |
1000 |
|
- |
7(Finish) |
- |
0 |
|
- |
8.3(Dimensional Tolerances) |
- |
2000 |
|
- |
9.2, 11.4(Moisture content) |
- |
500 |
|
- |
11.10(screw withdrawal strength) |
- |
1000 |
|
- |
Cl-9.6(Workability) |
- |
0 |
|
- |
Cl-9.7 (Amendment No-5)(Formaldehyde Content/Emission, Fc) |
- |
1500 |
|
- |
Cl-12 (Amendment No 1)(ADDITIONAL REQUIREMENTS FOR ECO MARK) |
- |
0 |
|
- |
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Three Layer grade 1)) |
- |
1000 |
|
- |
|
30 Dec, 2027 |
- Exclusion: Cl-9.7.2 (Steady State Formaldehyde Emission Value) |
10 |
IS 12823 (2015) |
Prelaminated Particle Boards from Wood and other Lignocellulosic Material - Specification ( First Revision ) |
Gr I/ Grade II/ TYPE I/ TYPE II/ TYPE III/ TYPE V/E1/E2 |
14500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 4(Grades & Types) |
- |
0 |
|
- |
Cl 6(Manufacture) |
- |
0 |
|
- |
Cl 7(Finish) |
- |
0 |
|
- |
Cl 8(Dimensions & Tolerances) |
- |
2000 |
|
- |
Cl 10.2(Test For Density) |
- |
500 |
|
- |
Cl 10.3(Test For Moisture Content) |
- |
500 |
|
- |
Cl 10.4(For Water AbsorptionTest ) |
- |
1000 |
|
- |
Cl 10.5(For Swelling in water Test ) |
- |
1000 |
|
- |
Cl 10.6(Tesr For Modulus Of Elasticity & Mudulus Of Rupture) |
- |
2000 |
|
- |
Cl 10.7(For Determination of Tensile Strength Perpendicular to Surface) |
- |
1000 |
|
- |
Cl 10.8(For Determination of Tensile Strength Perpendicular to Surface After Ageing Test) |
- |
2000 |
|
- |
Cl 10.9(Test For Screw Withdrawal Strength) |
- |
1000 |
|
- |
Cl 10.10 & Annex C( Test For Abrasion Resistance) |
- |
500 |
|
- |
Cl 10.11 & Annex D( Test For Resistance to Steam) |
- |
500 |
|
- |
Cl 10.12 & Annex E( Test For Crack Resistance) |
- |
500 |
|
- |
Cl 10.13 & Annex F( Test For Resistance to Cigarette Burn) |
- |
500 |
|
- |
Cl 10.14 & Annex G( Test For Resistance to Stain) |
- |
500 |
|
- |
Cl 4(Grades & Types) |
- |
0 |
|
- |
Cl 6(Manufacture) |
- |
0 |
|
- |
Cl 7(Finish) |
- |
0 |
|
- |
Cl 8(Dimensions & Tolerances) |
- |
2000 |
|
- |
Cl 10.2(Test For Density) |
- |
500 |
|
- |
Cl 10.3(Test For Moisture Content) |
- |
500 |
|
- |
Cl 10.4(For Water AbsorptionTest ) |
- |
1000 |
|
- |
Cl 10.5(For Swelling in water Test ) |
- |
1000 |
|
- |
Cl 10.6(Tesr For Modulus Of Elasticity & Mudulus Of Rupture) |
- |
2000 |
|
- |
Cl 10.7(For Determination of Tensile Strength Perpendicular to Surface) |
- |
1000 |
|
- |
Cl 10.8(For Determination of Tensile Strength Perpendicular to Surface After Ageing Test) |
- |
2000 |
|
- |
Cl 10.9(Test For Screw Withdrawal Strength) |
- |
1000 |
|
- |
Cl 10.10 & Annex C( Test For Abrasion Resistance) |
- |
500 |
|
- |
Cl 10.11 & Annex D( Test For Resistance to Steam) |
- |
500 |
|
- |
Cl 10.12 & Annex E( Test For Crack Resistance) |
- |
500 |
|
- |
Cl 10.13 & Annex F( Test For Resistance to Cigarette Burn) |
- |
500 |
|
- |
Cl 10.14 & Annex G( Test For Resistance to Stain) |
- |
500 |
|
- |
Cl 10.14 & Annex G( Test For Resistance to Stain) |
- |
500 |
|
- |
Cl 10.13 & Annex F( Test For Resistance to Cigarette Burn) |
- |
500 |
|
- |
Cl 10.12 & Annex E( Test For Crack Resistance) |
- |
500 |
|
- |
Cl 10.11 & Annex D( Test For Resistance to Steam) |
- |
500 |
|
- |
Cl 10.10 & Annex C( Test For Abrasion Resistance) |
- |
500 |
|
- |
Cl 10.9(Test For Screw Withdrawal Strength) |
- |
1000 |
|
- |
Cl 10.8(For Determination of Tensile Strength Perpendicular to Surface After Ageing Test) |
- |
2000 |
|
- |
Cl 10.7(For Determination of Tensile Strength Perpendicular to Surface) |
- |
1000 |
|
- |
Cl 10.6(Tesr For Modulus Of Elasticity & Mudulus Of Rupture) |
- |
2000 |
|
- |
Cl 10.5(For Swelling in water Test ) |
- |
1000 |
|
- |
Cl 10.4(For Water AbsorptionTest ) |
- |
1000 |
|
- |
Cl 10.3(Test For Moisture Content) |
- |
500 |
|
- |
Cl 10.2(Test For Density) |
- |
500 |
|
- |
Cl 8(Dimensions & Tolerances) |
- |
2000 |
|
- |
Cl 7(Finish) |
- |
0 |
|
- |
Cl 6(Manufacture) |
- |
0 |
|
- |
Cl 4(Grades & Types) |
- |
0 |
|
- |
Cl 10.15(Test for Formaldehyde Content/Emission) |
- |
1500 |
|
- |
Cl-11(ADDITIONAL REQUIREMENTS FOR
ECO-MARK) |
- |
0 |
|
- |
|
30 Dec, 2027 |
- - |
11 |
IS 2202 : Part 1 (2023) |
WOODEN FLUSH DOOR SHUTTERS SOLID CORE TYPE SPECIFICATION PART 1 PLYWOOD FACE PANELS Seventh Revision |
MR Grade / BWP Grade/BD/BN/PD/PN/MD/MN |
20500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
9.1(Workmanship & Finish) |
- |
0 |
|
- |
9.2(Workmanship & Finish) |
- |
0 |
|
- |
9.3(Workmanship & Finish) |
- |
0 |
|
- |
11.1(Dimensions - Height) |
- |
500 |
|
- |
11.1(Dimensions - Width) |
- |
500 |
|
- |
11.1(Dimensions - Thickness) |
- |
500 |
|
- |
11.1(Dimensions - Variation in thickness) |
- |
500 |
|
- |
11.1(Dimensions - Squareness) |
- |
500 |
|
- |
11.13(Knife Test) |
- |
500 |
|
- |
11.14(Glue Adhesion Test) |
- |
1000 |
|
- |
4(GRADE) |
- |
0 |
|
- |
4(TYPE) |
- |
0 |
|
- |
5(SIZES) |
- |
0 |
|
- |
7.1.1(CONSTRUCTION-Blockboard Core) |
- |
0 |
|
- |
7.1.1(CONSTRUCTION-Blockboard Core) |
- |
0 |
|
- |
7.1.2(CONSTRUCTION-Blockboard Core) |
- |
0 |
|
- |
7.3.2(CONSTRUCTION-Stiles and Rails) |
- |
0 |
|
- |
7.3.2(a)(CONSTRUCTION-Stiles and Rails-Joints) |
- |
0 |
|
- |
7.3.2(b)(CONSTRUCTION-Stiles and Rails-Joints) |
- |
0 |
|
- |
7.3.2(c)(CONSTRUCTION-Stiles and Rails-Joints) |
- |
0 |
|
- |
7.3.3(CONSTRUCTION-Stiles and Rails) |
- |
0 |
|
- |
9.1(WORKMANSHIP AND FINISH) |
- |
0 |
|
- |
9.2(WORKMANSHIP AND FINISH) |
- |
0 |
|
- |
9.3(WORKMANSHIP AND FINISH) |
- |
0 |
|
- |
11.1(Dimensions and Squareness Test) |
- |
500 |
|
- |
11.1(Dimensions and Squareness Test) |
- |
500 |
|
- |
11.1(Dimensions and Squareness Test) |
- |
500 |
|
- |
11.1(Dimensions and Squareness Test) |
- |
500 |
|
- |
11.1(Dimensions and Squareness Test) |
- |
500 |
|
- |
11.2(General Flatness Test) |
- |
1000 |
|
- |
11.2(General Flatness Test) |
- |
1000 |
|
- |
11.2(General Flatness Test) |
- |
1000 |
|
- |
11.3(Local Planeness Test) |
- |
1000 |
|
- |
11.4(Impact Indentation Test) |
- |
1000 |
|
- |
11.4(Impact Indentation Test) |
- |
1000 |
|
- |
11.5(Flexure Test) |
- |
1000 |
|
- |
11.5(Flexure Test) |
- |
1000 |
|
- |
11.6(Edge Loading Test) |
- |
1000 |
|
- |
11.6(Edge Loading Test) |
- |
1000 |
|
- |
11.6(Edge Loading Test) |
- |
1000 |
|
- |
11.6(Edge Loading Test) |
- |
1000 |
|
- |
11.7.1(Shock Resistance Test) |
- |
1000 |
|
- |
11.7.2(Shock Resistance Test) |
- |
1000 |
|
- |
11.8(Buckling Test) |
- |
1000 |
|
- |
11.8(Buckling Test) |
- |
1000 |
|
- |
11.8(Buckling Test) |
- |
1000 |
|
- |
11.9.2(Slamming Test) |
- |
1000 |
|
- |
11.9.3(Slamming Test) |
- |
1000 |
|
- |
11.10(Misuse Test) |
- |
1000 |
|
- |
11.11(Varying Humidity Test) |
- |
5000 |
|
- |
11.11(Varying Humidity Test) |
- |
5000 |
|
- |
11.12(End Immersion Test) |
- |
1000 |
|
- |
11.13(Knife Test) |
- |
500 |
|
- |
11.14(Glue Adhesion Test) |
- |
1000 |
|
- |
11.15(Screw Withdrawal Resistance Test) |
- |
1000 |
|
- |
11.15(Screw Withdrawal Resistance Test) |
- |
1000 |
|
- |
Clause 4.2(grades specified) |
- |
0 |
|
- |
Clause 5(SIZES) |
- |
0 |
|
- |
Clause 6.1.1(species of timber) |
- |
0 |
|
- |
Clause 6.1.2(list of species) |
- |
0 |
|
- |
Clause 6.1.3(moisture content) |
- |
500 |
|
- |
Clause 6.2.1(Plywood) |
- |
0 |
|
- |
Clause 6.2.2(Decorative plywood) |
- |
0 |
|
- |
Clause 6.3(Cross-Bands) |
- |
0 |
|
- |
Clause 6.4.1(Commercial Face
Veneers) |
- |
0 |
|
- |
Clause 6.4.2(Decorative Face
Veneers) |
- |
0 |
|
- |
Clause 6.6.1(Adhesives) |
- |
0 |
|
- |
Clause 6.7(Particle Board) |
- |
0 |
|
- |
Clause 6.8(Medium density
fibre board) |
- |
0 |
|
- |
Clause 6.9(Alternative Materials) |
- |
0 |
|
- |
Clause 7.1(Blockboard Core) |
- |
0 |
|
- |
Clause 7.2(Particle Board or
Medium Density Fibre) |
- |
0 |
|
- |
Clause 7.3(Stiles and Rails) |
- |
0 |
|
- |
Clause 7.4(Levelling) |
- |
0 |
|
- |
Clause 7.5(Face Panel) |
- |
0 |
|
- |
Clause 7.6(Lipping) |
- |
0 |
|
- |
Clause 7.7(Rebating) |
- |
0 |
|
- |
Clause 7.8(Opening for Glazing) |
- |
0 |
|
- |
Clause 7.9(Venetian) |
- |
0 |
|
- |
Clause 8.1(Locks) |
- |
0 |
|
- |
Clause 9(WORKMANSHIP AND
FINISH) |
- |
0 |
|
- |
Clause 10.1(Classification of Tests) |
- |
0 |
|
- |
Clause 11.1(Dimensions and
Squareness Test) |
- |
500 |
|
- |
Clause 11.2(General Flatness Test) |
- |
1000 |
|
- |
Clause 11.3(Local Planeness Test) |
- |
1000 |
|
- |
Clause 11.4(Impact Indentation Test) |
- |
1000 |
|
- |
Clause 11.5(Flexure Test) |
- |
1000 |
|
- |
Clause 11.6(Edge Loading Test) |
- |
1000 |
|
- |
Clause 11.7(Shock Resistance Test) |
- |
1000 |
|
- |
Clause 11.8(Buckling Resistance Test) |
- |
1000 |
|
- |
Clause 11.9(Slamming Test) |
- |
1000 |
|
- |
Clause 11.10(Misuse Test) |
- |
1000 |
|
- |
Clause 11.11(Varying Humidity Test) |
- |
5000 |
|
- |
Clause 11.12(End Immersion Test) |
- |
1000 |
|
- |
Clause 11.13(Knife Test) |
- |
500 |
|
- |
Clause 11.14(Glue Adhesion Test) |
- |
1000 |
|
- |
Clause 11.15(Screw Withdrawal
Resistance Test) |
- |
1000 |
|
- |
Clause 12(SAMPLING AND CRITERIA
FOR CONFORMITY) |
- |
0 |
|
- |
Clause 13(ADDITIONAL REQUIREMENTS
FOR ECO MARK) |
- |
0 |
|
- |
Clause 14(Marking) |
- |
0 |
|
- |
4(Grade, Type and Construction) |
- |
0 |
|
- |
5(Sizes and Thickness) |
- |
0 |
|
- |
6.1(Timber) |
- |
0 |
|
- |
6.2(Plywood for flush door shutter) |
- |
0 |
|
- |
6.4.1(Commercial Face Veneers) |
- |
0 |
|
- |
6.4.2(Decorative face veneers) |
- |
0 |
|
- |
6.6(Adhesives) |
- |
0 |
|
- |
6.7(Particle Board) |
- |
0 |
|
- |
6.8(Medium Density Fibre) |
- |
0 |
|
- |
6.9(Alternative Materials) |
- |
0 |
|
- |
7(Construction) |
- |
0 |
|
- |
8.1(Locks) |
- |
0 |
|
- |
8.2(Other Fittings) |
- |
0 |
|
- |
9(Workmanship and Finish) |
- |
0 |
|
- |
10(Tests) |
- |
0 |
|
- |
11.1(Dimensions and Squareness Test) |
- |
500 |
|
- |
11.2(General Flatness Test) |
- |
1000 |
|
- |
11.3(Local Planeness Test) |
- |
1000 |
|
- |
11.4(Impact Indentation Test) |
- |
1000 |
|
- |
11.5(Flexure Test) |
- |
1000 |
|
- |
11.6(Edge Loading Test) |
- |
1000 |
|
- |
11.7(Shock Resistance Test) |
- |
1000 |
|
- |
11.8(Buckling Resistance Test) |
- |
1000 |
|
- |
11.9(Slamming Test) |
- |
1000 |
|
- |
11.1(Misuse Test) |
- |
1000 |
|
- |
11.11(Varying Humidity Test) |
- |
5000 |
|
- |
11.12(End Immersion Test) |
- |
1000 |
|
- |
11.13(Knife Test) |
- |
500 |
|
- |
11.14(Glue Adhesion Test) |
- |
1000 |
|
- |
11.15(Screw Withdrawal Resistance Test) |
- |
1000 |
|
- |
14(Marking ) |
- |
0 |
|
- |
Cl-13(ADDITIONAL REQUIREMENTS FOR ECO
MARK) |
- |
0 |
|
- |
11.12(End immersion test) |
- |
1000 |
|
- |
6.3(Cross-Bands ) |
- |
0 |
|
- |
|
30 Dec, 2027 |
- - |
12 |
IS 5509 (2021) |
Fire Retardant Plywood - Specification ( Third Revision ) |
BWR/TYPE 1/TYPE 2/TYPE 3/ TYPE 4/TYPE 5/TYPE 6 |
8500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
8.3 (Table 1)(b) 6 mm and above) |
- |
0 |
|
- |
4.1(Flame retardant chemicals) |
- |
0 |
|
- |
4.2(Flame retardant and preservative treatment) |
- |
0 |
|
- |
4.3(Treatment) |
- |
0 |
|
- |
5(PREPARATION FOR TREATMENT) |
- |
0 |
|
- |
6.1.1(Treatment of Plywood by Pressure Impregnation after Manufacture) |
- |
0 |
|
- |
6.1.2(Soaking Treatment) |
- |
0 |
|
- |
6.2(Choice of Treatment) |
- |
0 |
|
- |
7(CONDITIONING AFTER TREATMENT) |
- |
0 |
|
- |
8.1(Dimensions) |
- |
500 |
|
- |
8.2(Thickness) |
- |
500 |
|
- |
8.3, Taable-1 (i)(Tolerance- Length) |
- |
500 |
|
- |
9(WORKMANSHIP AND FINISH) |
- |
0 |
|
- |
10(SAMPLING AND CRITERIA FOR CONFORMITY) |
- |
0 |
|
- |
11 (a)(For flammability) |
- |
1000 |
|
- |
11 (b)(For flame penetration) |
- |
1000 |
|
- |
11 (c)(For rate of burning) |
- |
1000 |
|
- |
12.1 Table - 2 (i)(Moisture content, percent, Max) |
- |
1000 |
|
- |
12.1 Table - 2 (ii)(Flammability (see Note 1), minutes, Min) |
- |
1000 |
|
- |
12.1 Table - 2 (iii)(Flame penetration (see Note 2), minutes, Min) |
- |
1000 |
|
- |
12.1 Table - 2 (iv)(Rate of burning (see Note 3), minutes, Min) |
- |
1000 |
|
- |
12.2(Other Tests) |
- |
3000 |
|
- |
14(Marking) |
- |
0 |
|
- |
Cl-13(ADDITIONAL REQUIREMENTS FOR
ECO-MARK) |
- |
0 |
|
- |
|
30 Dec, 2027 |
- - |
13 |
IS 303 (2024) |
Plywood for General Purposes — Specification (Fourth Revision) |
MR/BWR/BWP/E1/E2 |
8500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl-5.1(Classification by appearance) |
- |
0 |
|
- |
Cl-5.2, Table- 1 (i)(Blister) |
- |
0 |
|
- |
Cl-5.2, Table- 1 (ii)(Checks) |
- |
0 |
|
- |
Cl-5.2, Table- 1 (iii)(Discolouration) |
- |
0 |
|
- |
Cl-5.2, Table- 1 (iv)(Dote) |
- |
0 |
|
- |
Cl-5.2, Table- 1 (v)(Insect hole) |
- |
0 |
|
- |
Cl-5.2, Table- 1 (vi)(Joints) |
- |
0 |
|
- |
Cl-5.2, Table- 1 (vii)(Knots (dead)) |
- |
0 |
|
- |
Cl-5.2, Table- 1 (viii)(Pin knots (dead)) |
- |
0 |
|
- |
Cl-5.2, Table- 1 (ix)(Pin knots (live)) |
- |
0 |
|
- |
Cl-5.2, Table- 1 (x)(Knots (tight)) |
- |
0 |
|
- |
Cl-5.2, Table- 1 (xi)(Patches) |
- |
0 |
|
- |
Cl-5.2, Table- 1 (xii)(Splits) |
- |
0 |
|
- |
Cl-5.2, Table- 1 (xiii)(Swirl) |
- |
0 |
|
- |
Cl-5.2, Table-2(Maximum Number of Categories of Permissible Defects, per m2) |
- |
0 |
|
- |
Cl-6.1(Timber) |
- |
0 |
|
- |
Cl-6.2(Adhesive) |
- |
0 |
|
- |
Cl-7.2.1(Thickness of veneers) |
- |
500 |
|
- |
Cl-7.2.3(Grain Direction) |
- |
0 |
|
- |
Cl-7.2.5.1(Gaps in cores and cross-bands) |
- |
0 |
|
- |
Cl-7.2.5.2(Splits) |
- |
0 |
|
- |
Cl-7.2.5.3(Overlap) |
- |
0 |
|
- |
Cl-8.1(Dimensions -length) |
- |
500 |
|
- |
Cl-8.2(Thickness of the plywood boards) |
- |
500 |
|
- |
Cl-8.3(Squareness) |
- |
500 |
|
- |
Cl-11.3.1, 11.3.1.1(Water Resistance Test) |
- |
1000 |
|
- |
Cl-11.3.2(Mycological Test) |
- |
1000 |
|
- |
Cl-11.4(Moisture Content) |
- |
1000 |
|
- |
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
1000 |
|
- |
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
Cl-11.6(Formaldehyde Content Test) |
- |
1500 |
|
- |
|
30 Dec, 2027 |
- Exclusion: Cl-11.7 (Steady-State Formaldehyde Emission Test) |
14 |
IS 4990 (2024) |
PLYWOOD FOR CONCRETE SHUTTERING WORKS SPECIFICATION (Fourth Revision) |
BWP Grade / Type CS, CSC, CSFF/ E1/ E2 |
14500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl-5.1(Timber) |
- |
0 |
|
- |
Cl-5.2(Adhesives for Bonding of Veneers) |
- |
0 |
|
- |
Cl-6.1(Manufacture) |
- |
0 |
|
- |
Cl-6.2(Manufacture ( Thickness of veneers)) |
- |
500 |
|
- |
Cl-6.3(Manufacture ( Physical and mechanical properties of veneers)) |
- |
0 |
|
- |
Cl-6.4, 6.7(Manufacture (Plywood for concrete shuttering)) |
- |
0 |
|
- |
Cl-6.5(Manufacture (Scarf joints)) |
- |
0 |
|
- |
Cl-6.6(Manufacture ( Preservative treatment)) |
- |
0 |
|
- |
Cl-7.1(Dimensions -length) |
- |
500 |
|
- |
Cl-7.2(Thickness) |
- |
500 |
|
- |
Cl-7.3(Squareness) |
- |
500 |
|
- |
Cl-8.1, 8.2(Workmanship and finish) |
- |
0 |
|
- |
Cl-10.3(Moisture Content) |
- |
1000 |
|
- |
Cl-10.4.1(Glue Adhesion in Dry State - Glue Shear Strength) |
- |
500 |
|
- |
Cl-10.4.2(Glue Adhesion in Dry State - Adhesion of Plies) |
- |
500 |
|
- |
Cl-10.5, 10.5.1(Resistance to Water Test) |
- |
0 |
|
- |
Cl-10.5.1.1(Water Resistance Test-Glue shear strength) |
- |
500 |
|
- |
Cl-10.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
500 |
|
- |
Cl-10.6(Water resistance test (Concrete shuttering Plywood)) |
- |
500 |
|
- |
Cl-10.7.1, Table-2(Mycological Test- Glue shear strengt) |
- |
500 |
|
- |
Cl-10.7.2(Mycological Test- Adhesion of plies) |
- |
500 |
|
- |
Cl-10.8(Tensile Strength) |
- |
1000 |
|
- |
Cl-10.9, Table-3 (i)(Along (parallel to the grain direction of the face veneer)) |
- |
1000 |
|
- |
Cl-10.9, Table-3 (ii)(Across (perpendicular to the grain direction of the face veneer)) |
- |
1000 |
|
- |
Cl-10.10, Table-4 (i) a(Wet Bending Strength -Modulus of Elasticity (MOE),- Average) |
- |
1000 |
|
- |
Cl-10.10, Table-4 (i) b(Wet Bending Strength -
Modulus of Elasticity (MOE),- Minimum individual) |
- |
1000 |
|
- |
Cl-10.11(Retention of Preservative) |
- |
1500 |
|
- |
Cl-10.12(Formaldehyde Content Test) |
- |
1500 |
|
- |
|
30 Dec, 2027 |
- Exclusion: Cl-10.5.2 (Water Resistance Test )
Cl-10.13 (Steady-State Formaldehyde Emission Test) |
15 |
IS 848 (2006) |
Synthetic resin adhesives for plywood (Phenolic And Aminoplastic) - Specification (Second Revision) |
MR/BWR/BWP |
6000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4 Table (i)(BWP (BOiling WaterProof)) |
- |
2500 |
|
- |
4 Table (i)(BWR (Boiling Water Resistant)) |
- |
2500 |
|
- |
4 Table (i)(MR (Moisture Ressistant)) |
- |
2500 |
|
- |
5,7.4(Keeping Quality (Resistance to heat Polymerization)) |
- |
2500 |
|
- |
7.4(Acidity and Alkalinity ( pH)) |
- |
1000 |
|
- |
|
30 Dec, 2027 |
- - |
16 |
IS 710 (2024) |
MARINE PLYWOOD - SPECIFICATION (Third Revision) |
BWP Grade/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) |
- |
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) |
- |
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) |
- |
0 |
|
- |
Cl-9.3(Moisture Content) |
- |
1000 |
|
- |
Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
500 |
|
- |
Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
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-9.6(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(Wet Bending Strength- Modulus of Elasticity (MOE)- Average) |
- |
1000 |
|
- |
Cl-9.9, Table-3 (i) b(Wet Bending Strength- Modulus of Elasticity (MOE),-Minimum
individual) |
- |
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 |
|
- |
|
30 Dec, 2027 |
- Exclusion: Cl-9.12 (Steady-State Formaldehyde Emission Test)
Cl-9.5.2 (Water Resistance Test) |
17 |
IS 14587 (2023) |
Prelaminated Medium Density Fibre Board - Specification |
Grade1, Grade2 |
14500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl-7(Finish) |
- |
0 |
|
- |
Cl-8.1(Dimensions of prelaminated MDF) |
- |
1500 |
|
- |
Cl-8.2(Tolerances) |
- |
0 |
|
- |
Cl-8.2.1(Edge straightness) |
- |
500 |
|
- |
Cl-9.1 S.No-(1), i(Density, kg/m3) |
- |
500 |
|
- |
Cl-9.1 S.No-(1), ii(Variation from mean density, percent) |
- |
500 |
|
- |
Cl-9.1 S.No-(1), iii(Moisture content, percent) |
- |
500 |
|
- |
Cl-9.1 S.No-(1), iv(Variation from mean moisture content, percent (absolute)) |
- |
500 |
|
- |
Cl-9.1 S.No-(1), v(Linear expansion (thickness swelling in water), due to general absorption after 24 h soaking, percent, Max) |
- |
1000 |
|
- |
Cl-9.1 S.No-(1), vi(Internal bond strength, N/mm2, Min) |
- |
1000 |
|
- |
Cl-9.1 S.No-(1), vii,a(After cyclic test) |
- |
2000 |
|
- |
Cl-9.1 S.No-(1), vii,b(After accelerated water resistance test) |
- |
2000 |
|
- |
Cl-9.1 S.No-(1), viii(Modulus of rupture, N/mm2 , Min) |
- |
1000 |
|
- |
Cl-9.1 S.No-(1), ix(Modulus of elasticity, N/mm2 , Min) |
- |
1000 |
|
- |
Cl-9.1 S.No-(1), x,(Screw withdrawal strength, ????????, Min) |
- |
1000 |
|
- |
Cl-9.1 S.No-(1), xi(Formaldehyde content (Fc), mg/100 g for oven dry board) |
- |
1500 |
|
- |
Cl-9.1 S.No-(1), xiii(Abrasion resistance in number of revolutions, Min, (Type 1 to 4)) |
- |
500 |
|
- |
Cl-9.1 S.No-(1), xiv(Resistance to steam/water vapours) |
- |
500 |
|
- |
Cl-9.1 S.No-(1), xv(Resistance to crack) |
- |
500 |
|
- |
Cl-9.1 S.No-(1), xvi(Resistance to a cigarette burn) |
- |
500 |
|
- |
Cl-9.1 S.No-(1), xvii(Resistance to stain) |
- |
500 |
|
- |
Cl-11.2(Specific Requirement) |
- |
0 |
|
- |
Cl-12(Marking) |
- |
0 |
|
- |
Cl-5.1(Medium Density Fibre (MDF) Board) |
- |
0 |
|
- |
|
30 Dec, 2027 |
- Exclusion: Cl-9.1 S.No-(1), xii (Steady-state formaldehyde emission (Fc), mg/m3) |
18 |
IS 12406 (2021) |
Medium density fibre boards for general purpose - Specification |
Grade1, Grade2 |
12500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Clauses 5.2, 9 and 10.2.2(Density) |
- |
500 |
|
- |
Clauses 5.2, 9 and 10.2.2(Variation from mean density) |
- |
500 |
|
- |
Clauses 5.2, 9 and 10.2.2(Moisture Content) |
- |
500 |
|
- |
Clauses 5.2, 9 and 10.2.2(Variation from mean moisture content) |
- |
500 |
|
- |
Clauses 5.2, 9 and 10.2.2(Linear expansion
(Thickness Swelling in Water)
Due to general Absorption after 24h soaking) |
- |
1000 |
|
- |
Clauses 5.2, 9 and 10.2.2(Internal Bond Strength) |
- |
1000 |
|
- |
Clauses 5.2, 9 and 10.2.2(Internal Bond strength
(i) (After Cyclic test)
(ii) (After accelerated water resistance test)) |
- |
2000 |
|
- |
Clauses 5.2, 9 and 10.2.2(Modulus of Rupture
a) Avg. Value
b) Min. Individual) |
- |
1000 |
|
- |
Clauses 5.2, 9 and 10.2.2(Modulus of Elasticity
a) Avg. Value
b) Min. Individual) |
- |
1000 |
|
- |
Clauses 5.2, 9 and 10.2.2(Screw withdrawl strength
(i) Face
(ii) Edge (For thickness >12mm)) |
- |
1000 |
|
- |
Clauses 5.2, 9 and 10.2.2(Formaldehyde Content
(i) For Formaldehyde Class, E1
(ii) For Formaldehyde Class, E2) |
- |
1500 |
|
- |
8(DIMENSIONS AND TOLERANCES) |
- |
2000 |
|
- |
Cl-11(ADDITIONAL REQUIREMENTS FOR
ECO-MARK) |
- |
0 |
|
- |
Clauses 5.2, 9 and 10.2.2(Density) |
- |
500 |
|
- |
|
30 Dec, 2027 |
- Exclusion: Clauses 5.2, 9 and 10.2.2 (Steady State Formaldehyde emission (Fc (i) For Formaldehyde Class, E1 (ii) For Formaldehyde Class, E2) |