| 1 |
IS 5509 (2021) |
Fire Retardant Plywood - Specification ( Third Revision ) |
All Grade |
8000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 8.3 (Table 1)(b) 6 mm and above) |
- |
8000 |
|
- |
| 4.1(Flame retardant chemicals) |
- |
8000 |
|
- |
| 4.2(Flame retardant and preservative treatment) |
- |
8000 |
|
- |
| 4.3(Treatment) |
- |
8000 |
|
- |
| 5(PREPARATION FOR TREATMENT) |
- |
8000 |
|
- |
| 6.1.1(Treatment of Plywood by Pressure Impregnation after Manufacture) |
- |
8000 |
|
- |
| 6.1.2(Soaking Treatment) |
- |
8000 |
|
- |
| 6.2(Choice of Treatment) |
- |
8000 |
|
- |
| 7(CONDITIONING AFTER TREATMENT) |
- |
8000 |
|
- |
| 8.1(Dimensions) |
- |
8000 |
|
- |
| 8.2(Thickness) |
- |
8000 |
|
- |
| 8.3, Taable-1 (i)(Tolerance- Length) |
- |
8000 |
|
- |
| 9(WORKMANSHIP AND FINISH) |
- |
8000 |
|
- |
| 10(SAMPLING AND CRITERIA FOR CONFORMITY) |
- |
8000 |
|
- |
| 11 (a)(For flammability) |
- |
8000 |
|
- |
| 11 (b)(For flame penetration) |
- |
8000 |
|
- |
| 11 (c)(For rate of burning) |
- |
8000 |
|
- |
| 12.1 Table - 2 (i)(Moisture content, percent, Max) |
- |
8000 |
|
- |
| 12.1 Table - 2 (ii)(Flammability (see Note 1), minutes, Min) |
- |
8000 |
|
- |
| 12.1 Table - 2 (iii)(Flame penetration (see Note 2), minutes, Min) |
- |
8000 |
|
- |
| 12.1 Table - 2 (iv)(Rate of burning (see Note 3), minutes, Min) |
- |
8000 |
|
- |
| 12.2(Other Tests) |
- |
8000 |
|
- |
| 14(Marking) |
- |
8000 |
|
- |
| Cl-13(ADDITIONAL REQUIREMENTS FOR
ECO-MARK) |
- |
8000 |
|
- |
| Cl-8.3, Table-1 (ii)(Tolerances-Width) |
- |
8000 |
|
- |
| Cl-8.3, Table-1 (iii)(Tolerances- Thickness) |
- |
8000 |
|
- |
| Cl-8.3, Table-1 (iv)(Edge straightness) |
- |
8000 |
|
- |
| Cl-8.3, Table-1 (v)(Squareness,) |
- |
8000 |
|
- |
|
24 Feb, 2029 |
- - |
| 2 |
IS 2202 : Part 1 (2023) |
WOODEN FLUSH DOOR SHUTTERS SOLID CORE TYPE SPECIFICATION PART 1 PLYWOOD FACE PANELS Seventh Revision |
All Grade |
18000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 9.1(Workmanship & Finish) |
- |
18000 |
|
- |
| 9.2(Workmanship & Finish) |
- |
18000 |
|
- |
| 9.3(Workmanship & Finish) |
- |
18000 |
|
- |
| 11.1(Dimensions - Height) |
- |
18000 |
|
- |
| 11.1(Dimensions - Width) |
- |
18000 |
|
- |
| 11.1(Dimensions - Thickness) |
- |
18000 |
|
- |
| 11.1(Dimensions - Variation in thickness) |
- |
18000 |
|
- |
| 11.1(Dimensions - Squareness) |
- |
18000 |
|
- |
| 11.12(End immersion test) |
- |
18000 |
|
- |
| 11.13(Knife Test) |
- |
18000 |
|
- |
| 11.14(Glue Adhesion Test) |
- |
18000 |
|
- |
| 4(GRADE) |
- |
18000 |
|
- |
| 4(TYPE) |
- |
18000 |
|
- |
| 5(SIZES) |
- |
18000 |
|
- |
| 7.1.1(CONSTRUCTION-Blockboard Core) |
- |
18000 |
|
- |
| 7.1.1(CONSTRUCTION-Blockboard Core) |
- |
18000 |
|
- |
| 7.1.2(CONSTRUCTION-Blockboard Core) |
- |
18000 |
|
- |
| 7.3.2(CONSTRUCTION-Stiles and Rails) |
- |
18000 |
|
- |
| 7.3.2(a)(CONSTRUCTION-Stiles and Rails-Joints) |
- |
18000 |
|
- |
| 7.3.2(b)(CONSTRUCTION-Stiles and Rails-Joints) |
- |
18000 |
|
- |
| 7.3.2(c)(CONSTRUCTION-Stiles and Rails-Joints) |
- |
18000 |
|
- |
| 7.3.3(CONSTRUCTION-Stiles and Rails) |
- |
18000 |
|
- |
| 9.1(WORKMANSHIP AND FINISH) |
- |
18000 |
|
- |
| 9.2(WORKMANSHIP AND FINISH) |
- |
18000 |
|
- |
| 9.3(WORKMANSHIP AND FINISH) |
- |
18000 |
|
- |
| 11.1(Dimensions and Squareness Test) |
- |
18000 |
|
- |
| 11.1(Dimensions and Squareness Test) |
- |
18000 |
|
- |
| 11.1(Dimensions and Squareness Test) |
- |
18000 |
|
- |
| 11.1(Dimensions and Squareness Test) |
- |
18000 |
|
- |
| 11.1(Dimensions and Squareness Test) |
- |
18000 |
|
- |
| 11.2(General Flatness Test) |
- |
18000 |
|
- |
| 11.2(General Flatness Test) |
- |
18000 |
|
- |
| 11.2(General Flatness Test) |
- |
18000 |
|
- |
| 11.3(Local Planeness Test) |
- |
18000 |
|
- |
| 11.4(Impact Indentation Test) |
- |
18000 |
|
- |
| 11.4(Impact Indentation Test) |
- |
18000 |
|
- |
| 11.5(Flexure Test) |
- |
18000 |
|
- |
| 11.5(Flexure Test) |
- |
18000 |
|
- |
| 11.6(Edge Loading Test) |
- |
18000 |
|
- |
| 11.6(Edge Loading Test) |
- |
18000 |
|
- |
| 11.6(Edge Loading Test) |
- |
18000 |
|
- |
| 11.6(Edge Loading Test) |
- |
18000 |
|
- |
| 11.7.1(Shock Resistance Test) |
- |
18000 |
|
- |
| 11.7.2(Shock Resistance Test) |
- |
18000 |
|
- |
| 11.8(Buckling Test) |
- |
18000 |
|
- |
| 11.8(Buckling Test) |
- |
18000 |
|
- |
| 11.9.2(Slamming Test) |
- |
18000 |
|
- |
| 11.9.3(Slamming Test) |
- |
18000 |
|
- |
| 11.10(Misuse Test) |
- |
18000 |
|
- |
| 11.11(Varying Humidity Test) |
- |
18000 |
|
- |
| 11.11(Varying Humidity Test) |
- |
18000 |
|
- |
| 11.12(End Immersion Test) |
- |
18000 |
|
- |
| 11.13(Knife Test) |
- |
18000 |
|
- |
| 11.14(Glue Adhesion Test) |
- |
18000 |
|
- |
| 11.15(Screw Withdrawal Resistance Test) |
- |
18000 |
|
- |
| 11.15(Screw Withdrawal Resistance Test) |
- |
18000 |
|
- |
| Clause 4.2(grades specified) |
- |
18000 |
|
- |
| Clause 5(SIZES) |
- |
18000 |
|
- |
| Clause 6.1.1(species of timber) |
- |
18000 |
|
- |
| Clause 6.1.2(list of species) |
- |
18000 |
|
- |
| Clause 6.1.3(moisture content) |
- |
18000 |
|
- |
| Clause 6.2.1(Plywood) |
- |
18000 |
|
- |
| Clause 6.2.2(Decorative plywood) |
- |
18000 |
|
- |
| Clause 6.3(Cross-Bands) |
- |
18000 |
|
- |
| Clause 6.4.1(Commercial Face
Veneers) |
- |
18000 |
|
- |
| Clause 6.4.2(Decorative Face
Veneers) |
- |
18000 |
|
- |
| Clause 6.6.1(Adhesives) |
- |
18000 |
|
- |
| Clause 6.7(Particle Board) |
- |
18000 |
|
- |
| Clause 6.8(Medium density
fibre board) |
- |
18000 |
|
- |
| Clause 6.9(Alternative Materials) |
- |
18000 |
|
- |
| Clause 7.1(Blockboard Core) |
- |
18000 |
|
- |
| Clause 7.2(Particle Board or
Medium Density Fibre) |
- |
18000 |
|
- |
| Clause 7.3(Stiles and Rails) |
- |
18000 |
|
- |
| Clause 7.4(Levelling) |
- |
18000 |
|
- |
| Clause 7.5(Face Panel) |
- |
18000 |
|
- |
| Clause 7.6(Lipping) |
- |
18000 |
|
- |
| Clause 7.7(Rebating) |
- |
18000 |
|
- |
| Clause 7.8(Opening for Glazing) |
- |
18000 |
|
- |
| Clause 7.9(Venetian) |
- |
18000 |
|
- |
| Clause 8.1(Locks) |
- |
18000 |
|
- |
| Clause 9(WORKMANSHIP AND
FINISH) |
- |
18000 |
|
- |
| Clause 10.1(Classification of Tests) |
- |
18000 |
|
- |
| Clause 11.1(Dimensions and
Squareness Test) |
- |
18000 |
|
- |
| Clause 11.2(General Flatness Test) |
- |
18000 |
|
- |
| Clause 11.3(Local Planeness Test) |
- |
18000 |
|
- |
| Clause 11.4(Impact Indentation Test) |
- |
18000 |
|
- |
| Clause 11.5(Flexure Test) |
- |
18000 |
|
- |
| Clause 11.6(Edge Loading Test) |
- |
18000 |
|
- |
| Clause 11.7(Shock Resistance Test) |
- |
18000 |
|
- |
| Clause 11.8(Buckling Resistance Test) |
- |
18000 |
|
- |
| Clause 11.9(Slamming Test) |
- |
18000 |
|
- |
| Clause 11.10(Misuse Test) |
- |
18000 |
|
- |
| Clause 11.11(Varying Humidity Test) |
- |
18000 |
|
- |
| Clause 11.12(End Immersion Test) |
- |
18000 |
|
- |
| Clause 11.13(Knife Test) |
- |
18000 |
|
- |
| Clause 11.14(Glue Adhesion Test) |
- |
18000 |
|
- |
| Clause 11.15(Screw Withdrawal
Resistance Test) |
- |
18000 |
|
- |
| Clause 12(SAMPLING AND CRITERIA
FOR CONFORMITY) |
- |
18000 |
|
- |
| Clause 13(ADDITIONAL REQUIREMENTS
FOR ECO MARK) |
- |
18000 |
|
- |
| Clause 14(Marking) |
- |
18000 |
|
- |
| 4(Grade, Type and Construction) |
- |
18000 |
|
- |
| 5(Sizes and Thickness) |
- |
18000 |
|
- |
| 6.1(Timber) |
- |
18000 |
|
- |
| 6.2(Plywood for flush door shutter) |
- |
18000 |
|
- |
| 6.3(Cross-Bands ) |
- |
18000 |
|
- |
| 6.4.1(Commercial Face Veneers) |
- |
18000 |
|
- |
| 6.4.2(Decorative face veneers) |
- |
18000 |
|
- |
| 6.6(Adhesives) |
- |
18000 |
|
- |
| 6.7(Particle Board) |
- |
18000 |
|
- |
| 6.8(Medium Density Fibre) |
- |
18000 |
|
- |
| 6.9(Alternative Materials) |
- |
18000 |
|
- |
| 7(Construction) |
- |
18000 |
|
- |
| 8.1(Locks) |
- |
18000 |
|
- |
| 8.2(Other Fittings) |
- |
18000 |
|
- |
| 9(Workmanship and Finish) |
- |
18000 |
|
- |
| 10(Tests) |
- |
18000 |
|
- |
| 11.1(Dimensions and Squareness Test) |
- |
18000 |
|
- |
| 11.2(General Flatness Test) |
- |
18000 |
|
- |
| 11.3(Local Planeness Test) |
- |
18000 |
|
- |
| 11.4(Impact Indentation Test) |
- |
18000 |
|
- |
| 11.5(Flexure Test) |
- |
18000 |
|
- |
| 11.6(Edge Loading Test) |
- |
18000 |
|
- |
| 11.7(Shock Resistance Test) |
- |
18000 |
|
- |
| 11.8(Buckling Resistance Test) |
- |
18000 |
|
- |
| 11.9(Slamming Test) |
- |
18000 |
|
- |
| 11.1(Misuse Test) |
- |
18000 |
|
- |
| 11.11(Varying Humidity Test) |
- |
18000 |
|
- |
| 11.12(End Immersion Test) |
- |
18000 |
|
- |
| 11.13(Knife Test) |
- |
18000 |
|
- |
| 11.14(Glue Adhesion Test) |
- |
18000 |
|
- |
| 11.15(Screw Withdrawal Resistance Test) |
- |
18000 |
|
- |
| 14(Marking ) |
- |
18000 |
|
- |
| Cl-13(ADDITIONAL REQUIREMENTS FOR ECO
MARK) |
- |
18000 |
|
- |
| 11.8(Buckling Test) |
- |
18000 |
|
- |
|
24 Feb, 2029 |
- Exclusion: Except additional requirement for eco-mark test |
| 3 |
IS 848 (2025) |
Synthetic Resin Adhesives for Plywood (Phenolic, Aminoplastic and Bio-Materials Based) - Specification ( Third Revision ) |
- |
6000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| As per Clause 4 Table 1(TYPES) |
- |
6000 |
|
- |
| As per Clause 6.6(SETTING TIMES AND CONDITIONS) |
- |
6000 |
|
- |
| As per Clause 7.3.2 Table 1(i)(Cyclic Test For BWP Type) |
- |
6000 |
|
- |
| As per Clause 7.3.2 Table 1(ii)(Cyclic Test For BWR Type) |
- |
6000 |
|
- |
| As per Clause 7.3.2 Table 1(iii)(Cyclic Test For MR Type) |
- |
6000 |
|
- |
| As per Clause 7.4(Acidity And Alkalinity (pH)) |
- |
6000 |
|
- |
| As per Clause 9(Marking) |
- |
6000 |
|
- |
|
24 Feb, 2029 |
- - |
| 4 |
IS 2191 : Part 2 (2022) |
WOODEN FLUSH DOOR SHUTTERS (CELLULAR, HOLLOW AND TUBULAR CORE TYPE) - SPECIFICATION PART 2 PARTICLE BOARD, HIGH DENSITY FIBRE BOARD, MEDIUM DENSITY FIBRE BOARD AND FIBRE HARDBOARD FACE PANELS (Fourth Revision) |
All Grade |
18000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-5(Sizes and Tolerances) |
- |
18000 |
|
- |
| Cl-6.1.(Timber) |
- |
18000 |
|
- |
| Cl-6.2(Laminated veneer lumber (LVL), veneer laminated lumber (VLL), medium density fibre board (MDF), high density fibre board (HDF)) |
- |
18000 |
|
- |
| Cl-6.3.1(Particle board) |
- |
18000 |
|
- |
| Cl-6.3.2(MDF board and HDF board) |
- |
18000 |
|
- |
| Cl-6.3.5(shutters with fibre hardboard face) |
- |
18000 |
|
- |
| Cl-8.1(Locks) |
- |
18000 |
|
- |
| Cl-10.1(various test) |
- |
18000 |
|
- |
| Cl-10.2(End Immersion Test) |
- |
18000 |
|
- |
| Cl-10.3(Glue Adhesion Test) |
- |
18000 |
|
- |
| Cl-13(Marking) |
- |
18000 |
|
- |
|
24 Feb, 2029 |
- - |
| 5 |
IS 1328 (2025) |
Veneered Decorative Plywood - Specification ( Fourth Revision ) |
All Grade |
4500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 4.1(Grades) |
- |
4500 |
|
- |
| Cl 4.2(Type) |
- |
4500 |
|
- |
| Cl 4.3(Formaldehyde Class) |
- |
4500 |
|
- |
| Cl 5.2(Adhesive) |
- |
4500 |
|
- |
| Cl 7.1(Surface Requirements- For Type 1) |
- |
4500 |
|
- |
| Cl 7.2(Surface Requirements- For Type 2) |
- |
4500 |
|
- |
| Cl 7.3(Surface Requirements- For Type 3) |
- |
4500 |
|
- |
| Cl 7.4(Surface Requirements- For Type 4) |
- |
4500 |
|
- |
| Cl 8.1(Dimensions (Length and Width)) |
- |
4500 |
|
- |
| Cl 8.2(Dimensions (Thickness)) |
- |
4500 |
|
- |
| Cl 8.3(Squareness and Edge Straightness as Per Annex B) |
- |
4500 |
|
- |
| Cl 8.4- Table 1(Tolerances) |
- |
4500 |
|
- |
| Cl 11.3(Moisture Content) |
- |
4500 |
|
- |
| Cl 11.4.1(a)(Water Resistance Test( For MR Grade)) |
- |
4500 |
|
- |
| Cl 11.4.1(b)(Water Resistance Test( For BWR Grade)) |
- |
4500 |
|
- |
| Cl 11.4.1(c)(Water Resistance Test( For BWP Grade)) |
- |
4500 |
|
- |
| Cl 11.5(Formaldehyde Content Test) |
- |
4500 |
|
- |
| Cl 12(Marking) |
- |
4500 |
|
- |
| Cl 11.6(Steady - State Formaldehyde Emission Test ( Optional Test)) |
- |
0 |
|
- |
|
24 Feb, 2029 |
- Exclusion: Cl 11.6 (Steady - State Formaldehyde Emission Test ( Optional Test)) |
| 6 |
IS 303 (2024) |
Plywood for General Purposes — Specification (Fourth Revision) |
All Grades |
6000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-5.1(Classification by appearance) |
- |
6000 |
|
- |
| Cl-5.2, Table- 1 (i)(Blister) |
- |
6000 |
|
- |
| Cl-5.2, Table- 1 (ii)(Checks) |
- |
6000 |
|
- |
| Cl-5.2, Table- 1 (iii)(Discolouration) |
- |
6000 |
|
- |
| Cl-5.2, Table- 1 (iv)(Dote) |
- |
6000 |
|
- |
| Cl-5.2, Table- 1 (v)(Insect hole) |
- |
6000 |
|
- |
| Cl-5.2, Table- 1 (vi)(Joints) |
- |
6000 |
|
- |
| Cl-5.2, Table- 1 (vii)(Knots (dead)) |
- |
6000 |
|
- |
| Cl-5.2, Table- 1 (viii)(Pin knots (dead)) |
- |
6000 |
|
- |
| Cl-5.2, Table- 1 (ix)(Pin knots (live)) |
- |
6000 |
|
- |
| Cl-5.2, Table- 1 (x)(Knots (tight)) |
- |
6000 |
|
- |
| Cl-5.2, Table- 1 (xi)(Patches) |
- |
6000 |
|
- |
| Cl-5.2, Table- 1 (xii)(Splits) |
- |
6000 |
|
- |
| Cl-5.2, Table- 1 (xiii)(Swirl) |
- |
6000 |
|
- |
| Cl-5.2, Table-2(Maximum Number of Categories of Permissible Defects, per m2) |
- |
6000 |
|
- |
| Cl-6.1(Timber) |
- |
6000 |
|
- |
| Cl-6.2(Adhesive) |
- |
6000 |
|
- |
| Cl-7.2.1(Thickness of veneers) |
- |
6000 |
|
- |
| Cl-7.2.3(Grain Direction) |
- |
6000 |
|
- |
| Cl-7.2.5.1(Gaps in cores and cross-bands) |
- |
6000 |
|
- |
| Cl-7.2.5.2(Splits) |
- |
6000 |
|
- |
| Cl-7.2.5.3(Overlap) |
- |
6000 |
|
- |
| Cl-8.1(Dimensions -length) |
- |
6000 |
|
- |
| Cl-8.2(Thickness of the plywood boards) |
- |
6000 |
|
- |
| Cl-8.3(Squareness) |
- |
6000 |
|
- |
| Cl-11.3.1, 11.3.1.1(Water Resistance Test) |
- |
6000 |
|
- |
| Cl-11.3.2(Mycological Test) |
- |
6000 |
|
- |
| Cl-11.4(Moisture Content) |
- |
6000 |
|
- |
| Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
6000 |
|
- |
| Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
6000 |
|
- |
| Cl-11.6(Formaldehyde Content Test) |
- |
6000 |
|
- |
| Cl-11.7(Steady-State Formaldehyde Emission Test) |
- |
6000 |
|
- |
| Cl-9(WORKMANSHIP AND FINISH) |
- |
6000 |
|
- |
| Cl-7.2.4(Scarf Joints) |
- |
6000 |
|
- |
| Cl. 4(Grades) |
- |
6000 |
|
- |
| Cl.5.1(Type based on classification by appearance) |
- |
6000 |
|
- |
| Cl.5.2(Quality Requirements of Plywood for General Purposes) |
- |
6000 |
|
- |
| Cl.8.1(Dimensions -width) |
- |
6000 |
|
- |
| Cl.8, 8.3 & Annex C(Edge Straightness) |
- |
6000 |
|
- |
| Cl.8, 8.3 & Annex C(Edge Squareness) |
- |
6000 |
|
- |
| Cl-11.5, Table-4(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
6000 |
|
- |
| Cl-11.5, Table-4,(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
6000 |
|
- |
| Cl-8.3(Edge Straightness) |
- |
6000 |
|
- |
| Cl-11.5, Table-4(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
6000 |
|
- |
| Cl-11.5, Table-4(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
6000 |
|
- |
| Cl-11.5, Table-4(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
6000 |
|
- |
| Cl-11.5, Table-4(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
6000 |
|
- |
| Cl-13(Marking) |
- |
6000 |
|
- |
|
24 Feb, 2029 |
- Exclusion: Cl-11.7 (Steady-State Formaldehyde Emission Test) |
| 7 |
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) |
| 8 |
IS 4990 (2024) |
PLYWOOD FOR CONCRETE SHUTTERING WORKS SPECIFICATION (Fourth Revision) |
All Grade |
14000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-5.1(Timber) |
- |
14000 |
|
- |
| Cl-5.2(Adhesives for Bonding of Veneers) |
- |
14000 |
|
- |
| Cl-6.1(Manufacture) |
- |
14000 |
|
- |
| Cl-6.2(Manufacture ( Thickness of veneers)) |
- |
14000 |
|
- |
| Cl-6.3(Manufacture ( Physical and mechanical properties of veneers)) |
- |
14000 |
|
- |
| Cl-6.4, 6.7(Manufacture (Plywood for concrete shuttering)) |
- |
14000 |
|
- |
| Cl-6.5(Manufacture (Scarf joints)) |
- |
14000 |
|
- |
| Cl-6.6(Manufacture ( Preservative treatment)) |
- |
14000 |
|
- |
| Cl-7.1(Dimensions -length) |
- |
14000 |
|
- |
| Cl-7.2(Thickness) |
- |
14000 |
|
- |
| Cl-7.3(Squareness) |
- |
14000 |
|
- |
| Cl-8.1, 8.2(Workmanship and finish) |
- |
14000 |
|
- |
| Cl-10.3(Moisture Content) |
- |
14000 |
|
- |
| Cl-10.4.1(Glue Adhesion in Dry State - Glue Shear Strength-WOOD FAILURE, Average) |
- |
14000 |
|
- |
| Cl-10.4.2(Glue Adhesion in Dry State - Adhesion of Plies) |
- |
14000 |
|
- |
| Cl-10.5, 10.5.1(Resistance to water test- glue shear strength- WOOD Failure, Average) |
- |
14000 |
|
- |
| Cl-10.5.1.1(Water Resistance Test-Glue shear strength) |
- |
14000 |
|
- |
| Cl-10.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
14000 |
|
- |
| Cl-10.5.2(Water Resistance Test (Alternate method)) |
- |
14000 |
|
- |
| Cl-10.6(Water resistance test (Concrete shuttering Plywood)) |
- |
14000 |
|
- |
| Cl-10.7.1, Table-2(Mycological Test- Glue shear strengt) |
- |
14000 |
|
- |
| Cl-10.7.2(Mycological Test- Adhesion of plies) |
- |
14000 |
|
- |
| Cl-10.8(Tensile Strength) |
- |
14000 |
|
- |
| Cl-10.9, Table-3 (i)(Along (parallel to the grain direction of the face veneer)) |
- |
14000 |
|
- |
| Cl-10.9, Table-3 (ii)(Across (perpendicular to the grain direction of the face veneer)) |
- |
14000 |
|
- |
| Cl-10.10, Table-4 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
14000 |
|
- |
| Cl-10.10, Table-4 (i) b((Modulus of Rupture: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
14000 |
|
- |
| Cl-10.11(Retention of Preservative) |
- |
14000 |
|
- |
| Cl-10.12(Formaldehyde Content Test) |
- |
14000 |
|
- |
| Cl-10.13(Steady-State Formaldehyde Emission Test) |
- |
14000 |
|
- |
| Cl-10.10, Table-4 (ii) a(Wet Bending Strength:-
Modulus of Rupture: Across the Face Grain: Average)) |
- |
14000 |
|
- |
| Cl-10.10, Table-4, (ii) b(Wet Bending Strength;
(Modulus of Rupture: Along the Face Grain: Minimum Individual)) |
- |
14000 |
|
- |
| Cl-10.4.1, 10.5.1.1 and 10.7.1, Table-2(Average Wood Failure) |
- |
14000 |
|
- |
| Cl-10.4.1, 10.5.1.1 and 10.7.1, Table-2(Average Failure Load, N -Dry State) |
- |
14000 |
|
- |
| Cl-10.4.1, 10.5.1.1 and 10.7.1, Table-2(Average Failure Load, N- Resistance to Water) |
- |
14000 |
|
- |
| Cl-10.4.1, 10.5.1.1 and 10.7.1, Table-2(Average Failure Load, N - Resistance to Micro-Organisms) |
- |
14000 |
|
- |
| Cl-10.8 (a)(Tensile strength) |
- |
14000 |
|
- |
| Cl-10.8 (b)(Tensile strength) |
- |
14000 |
|
- |
| Cl-10.8 (c)(Tensile strengths in both directions) |
- |
14000 |
|
- |
| Cl-7.1(Dimensions (width)) |
- |
14000 |
|
- |
| Cl-7.3(Edge Straightness) |
- |
14000 |
|
- |
|
24 Feb, 2029 |
- Exclusion: Cl-10.13 (Steady-State Formaldehyde Emission Test) |
| 9 |
IS 1659 (2004) |
Block boards - Specification (Fourth Revision) |
All Grade |
6000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 9.2.6(Spot test - Annexure L) |
- |
6000 |
|
- |
| 9.2.5(Modulus of elasticity - MINIMUM INDIVIDUAL - Annexure K) |
- |
6000 |
|
- |
| 9.2.5(Modulus of elasticity - AVERAGE - Annexure K) |
- |
6000 |
|
- |
| 9.2.5(Modulus of rupture - MINIMUM INDIVIDUAL - Annexure K) |
- |
6000 |
|
- |
| 9.2.5(Modulus of rupture - AVERAGE - Annexure K) |
- |
6000 |
|
- |
| 9.2.4(Mycological Test [for MR grade only] - Annexure J) |
- |
6000 |
|
- |
| 9.2.3(Adhesion of Plies - Annexure H) |
- |
6000 |
|
- |
| 9.2.2 (Resistance to water - Annexure G, Annexure H [For MR Grade]) |
- |
6000 |
|
- |
| 9.2.2 (Resistance to water - Annexure G, Annexure H [For BWP grade]) |
- |
6000 |
|
- |
| 9.2.1(Dimensional Changes caused by humidity Change in local planeness - Annexure F) |
- |
6000 |
|
- |
| 9.2.1(Dimensional Changes caused by humidity - Delamination - Annexure F) |
- |
6000 |
|
- |
| 9.2.1(Dimensional Changes caused by humidity - Change in thickness - at 40% RH - Annexure F) |
- |
6000 |
|
- |
| 9.2.1(Dimensional Changes caused by humidity - Change in Thickness - at 90% RH - Annexure F) |
- |
6000 |
|
- |
| 9.2.1(Dimensional Changes caused by humidity - Change in Length - at 40% RH - Annexure F) |
- |
6000 |
|
- |
| 9.2.1(Dimensional Changes caused by humidity - Change in Length - at 90% RH - Annexure F) |
- |
6000 |
|
- |
| 7.3(Dimensional Requirements - Variation in thickness - Annexure E) |
- |
6000 |
|
- |
| 7.3(Dimensional Requirements - Squareness - Annexure D) |
- |
6000 |
|
- |
| 7.3(Dimensional Requirements - Edge Straightness - Annexure D) |
- |
6000 |
|
- |
| 7.3(Dimensional Requirements - Thickness - Annexure E) |
- |
6000 |
|
- |
| 7.3(Dimensional Requirements - Width - 8.1.4) |
- |
6000 |
|
- |
| 7.3(Dimensional Requirements - Length - 8.1.4) |
- |
6000 |
|
- |
| 8.1.3, 6.3.3, IS 1328(Visual Inspection - Permissible Defects - IS 1328 [test method for DECORATIVE type]) |
- |
6000 |
|
- |
| 8.1.3, 6.3.3, IS 303(Visual Inspection - Permissible Defects - IS 303 [test method for COMMERCIAL type]) |
- |
6000 |
|
- |
| 9.2.6 (mechanical)(Spot test - Annexure L) |
- |
6000 |
|
- |
| cl. 11(marking) |
- |
6000 |
|
- |
| cl. 11.1(marking - BIS certification marking) |
- |
6000 |
|
- |
| Cl-10(ADDITIONAL REQUIREMENTS FOR
ECO-MARK) |
- |
6000 |
|
- |
| 6.2(Core- Moisture & Width) |
- |
6000 |
|
- |
| 6.3(Cross Bands and Faces- Moisture content) |
- |
6000 |
|
- |
| 6.3.1(Thickness of cross band and face veneers) |
- |
6000 |
|
- |
| Cl-7.1(Thickness) |
- |
6000 |
|
- |
| Cl-7.2(Sizes) |
- |
6000 |
|
- |
|
24 Feb, 2029 |
- Exclusion: Except additional requirement for eco-mark test |
| 10 |
IS 12823 (2025) |
Prelaminated Medium Density Particle Boards from Wood and other Lignocellulosic Material Specification (Second Revision) |
All Grade |
11000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| As per Clause 5(Material - IS 3087) |
- |
11000 |
|
- |
| As per Clause 8 Table 2(Length -IS 2380 (Part 2)) |
- |
11000 |
|
- |
| As per Clause 8 Table 2(Width - IS 2380 (Part 2)) |
- |
11000 |
|
- |
| As per Clause 8 Table 2(Thickness - IS 2380 (Part 2)) |
- |
11000 |
|
- |
| As per Clause 8 Table 2(Squareness, Max -IS 2380 (Part 2)) |
- |
11000 |
|
- |
| As per Clause 8 Table 2(Edge Straighness, Max - IS 2380 (Part 2)) |
- |
11000 |
|
- |
| As per Clause 9.1 Table 3(Density -IS 2380 (Part 3)) |
- |
11000 |
|
- |
| As per Clause 9.1 Table 3(Variation from mean density, --IS 2380 (Part 3)) |
- |
11000 |
|
- |
| As per Clause 9.1 Table 3(Moisture Content -IS 2380 (Part 3)) |
- |
11000 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of rupture (MoR), Min.-IS 2380 (Part 4)) |
- |
11000 |
|
- |
| As per Clause 9.1 Table 4, Table 6, Table 7(Modulus of elasticity (MoE), Min. -(IS 2380 (Part 4)) |
- |
11000 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table7(Internal bond strength, Min. - IS 2380 (Part 5)) |
- |
11000 |
|
- |
| As per Clause 9.1 Table 6, Table 7(24 h thickness swelling (due to general absorption) Max. - IS 2380 (Part 17)) |
- |
11000 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Screw withdrawal strength (face) , Min. -IS 2380 (Part 4)) |
- |
11000 |
|
- |
| As per Clause 9.1 Table 4, Table 5, table 6, Table 7(Screw withdrawal strength (edge) , Min. -IS 2380 (Part 4)) |
- |
11000 |
|
- |
| 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) |
- |
11000 |
|
- |
| 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) |
- |
11000 |
|
- |
| As per Clause 9.1 , Table 8(Abrasion resistance in number of revolutions Min. --Annex. B) |
- |
11000 |
|
- |
| As per Clause 9.1 , Table 8(Resiatnce to stream/water vapour - Annex. C) |
- |
11000 |
|
- |
| As per Clause 9.1 , Table 8(Resitance to crack -Annex. D) |
- |
11000 |
|
- |
| As per Clause 9.1 , Table 8(Resistance to cigarette burn -Annex. E) |
- |
11000 |
|
- |
| As per Clause 9.1 , Table 8(Resiatnce to stain - Annex. F) |
- |
11000 |
|
- |
| As per Clause 9.1 , Table 9(Formaldehyde content Fc, mg/100 g for oven dry board -IS 13745) |
- |
11000 |
|
- |
| As per Clause 9.1 , Table 9(Steady-state formaldehyde emission, Fc, mg/m3 (optional test)) |
- |
0 |
|
- |
|
24 Feb, 2029 |
- Exclusion: As per Clause 9.1 , Table 9 (Steady-state formaldehyde emission, Fc, mg/m3 (optional test)) |