1 |
IS 4990 (2024) |
PLYWOOD FOR CONCRETE SHUTTERING WORKS SPECIFICATION (Fourth Revision) |
All |
-
|
21500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl-5.1(Timber) |
- |
0 |
|
Extra Charges for Timber test |
Cl-5.2(Adhesives for Bonding of Veneers) |
- |
0 |
|
Extra Charges for Adhesive testing as per BIS scope of testing |
Cl-6.1(Manufacture) |
- |
0 |
|
- |
Cl-6.2(Manufacture ( Thickness of veneers)) |
- |
0 |
|
Extra Charges for veneer test |
Cl-6.3(Manufacture ( Physical and mechanical properties of veneers)) |
- |
0 |
|
Extra Charges for veneer test |
Cl-6.4, 6.7(Manufacture (Plywood for concrete shuttering)) |
- |
0 |
|
Extra Charges |
Cl-6.5(Manufacture (Scarf joints)) |
- |
0 |
|
- |
Cl-6.6(Manufacture ( Preservative treatment)) |
- |
0 |
|
- |
Cl-7.1(Dimensions (length, width)) |
- |
200 |
|
- |
Cl-7.2(Thickness) |
- |
200 |
|
- |
Cl-7.3(Squareness and Edge Straightness) |
- |
200 |
|
- |
Cl-8.1, 8.2(Workmanship and finish) |
- |
0 |
|
- |
Cl-10.3(Moisture Content) |
- |
600 |
|
- |
Cl-10.4.1(Glue Adhesion in Dry State - Glue Shear Strength) |
- |
800 |
|
- |
Cl-10.4.2(Glue Adhesion in Dry State - Adhesion of Plies) |
- |
400 |
|
- |
Cl-10.5, 10.5.1(Resistance to Water Test) |
- |
3000 |
|
- |
Cl-10.5.1.1(Water Resistance Test-Glue shear strength) |
- |
800 |
|
- |
Cl-10.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
400 |
|
- |
Cl-10.6(Water resistance test (Concrete shuttering Plywood)) |
- |
3000 |
|
- |
Cl-10.7.1, Table-2(Mycological Test- Glue shear strengt) |
- |
3300 |
|
- |
Cl-10.7.2(Mycological Test- Adhesion of plies) |
- |
400 |
|
- |
Cl-10.8(Tensile Strength) |
- |
1200 |
|
- |
Cl-10.9, Table-3("Static Bending Strength
-Modulus of Elasticity (MOE),") |
- |
1000 |
|
- |
Cl-10.9, Table-3("Static Bending Strength-
Modulus of Rupture (MOR), ") |
- |
1000 |
|
- |
Cl-10.10, Table-4(Wet Bending Strength -Modulus of Elasticity (MOE),) |
- |
1000 |
|
- |
Cl-10.10, Table-4(Wet Bending Strength - Modulus of Rupture (MOR),) |
- |
1000 |
|
- |
Cl-10.11(Retention of Preservative) |
- |
1000 |
|
- |
Cl-10.12(Formaldehyde Content Test) |
- |
2000 |
|
Testing charges-21500
20% discount to BIS
GSTIN as per govt. rule |
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)) |
- |
0 |
|
- |
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, width)) |
- |
0 |
|
- |
Cl-7.2(Thickness) |
- |
0 |
|
- |
Cl-7.3(Squareness and Edge Straightness) |
- |
0 |
|
- |
Cl-8.1, 8.2(Workmanship and finish) |
- |
0 |
|
- |
Cl-10.3(Moisture Content) |
- |
0 |
|
- |
Cl-10.4.1(Glue Adhesion in Dry State - Glue Shear Strength) |
- |
0 |
|
- |
Cl-10.4.2(Glue Adhesion in Dry State - Adhesion of Plies) |
- |
0 |
|
- |
Cl-10.5, 10.5.1(Resistance to Water Test) |
- |
0 |
|
- |
Cl-10.5.1.1(Water Resistance Test-Glue shear strength) |
- |
0 |
|
- |
Cl-10.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
0 |
|
- |
Cl-10.6(Water resistance test (Concrete shuttering Plywood)) |
- |
0 |
|
- |
Cl-10.7.1, Table-2(Mycological Test- Glue shear strengt) |
- |
0 |
|
- |
Cl-10.7.2(Mycological Test- Adhesion of plies) |
- |
0 |
|
- |
Cl-10.8(Tensile Strength) |
- |
0 |
|
- |
Cl-10.9, Table-3("Static Bending Strength
-Modulus of Elasticity (MOE),") |
- |
0 |
|
- |
Cl-10.9, Table-3("Static Bending Strength-
Modulus of Rupture (MOR), ") |
- |
0 |
|
- |
Cl-10.10, Table-4(Wet Bending Strength -Modulus of Elasticity (MOE),) |
- |
0 |
|
- |
Cl-10.10, Table-4(Wet Bending Strength - Modulus of Rupture (MOR),) |
- |
0 |
|
- |
Cl-10.11(Retention of Preservative) |
- |
0 |
|
- |
Cl-10.12(Formaldehyde Content Test) |
- |
0 |
|
- |
|
Complete
|
|
- |
Included w.e.f. 26.09.2024
Exclusion: Cl.10.5.2 (Water Resistance Test (Alternate method)), Cl.10.13 (Steady State Foraldehyde Emission Test) |
2 |
IS 710 (2024) |
MARINE PLYWOOD - SPECIFICATION (Third Revision) |
All |
-
|
18500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl-4.1(Timber) |
- |
0 |
|
Testing charges -18500
20% discount to BIS
GSTIN as per govt rule |
Cl-4.2(Adhesive) |
- |
0 |
|
Extra Charges as per BIS scope of testing |
Cl-5.1(Veneers) |
- |
0 |
|
Extra Charges |
Cl-5.2.1(Glueing) |
- |
0 |
|
- |
Cl -5.2.2(Thickness of Veneers) |
- |
0 |
|
Extra Charges |
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 and width)) |
- |
199.99 |
|
- |
Cl-6.2(Thickness) |
- |
200 |
|
- |
Cl-6.3(Squareness and Edge Straightness) |
- |
200 |
|
- |
Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
0 |
|
- |
Cl-9.3(Moisture Content) |
- |
600 |
|
- |
Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
400 |
|
- |
Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength) |
- |
3000 |
|
- |
Cl-9.5.1.1(Water Resistance Test-Glue shear strength) |
- |
800 |
|
- |
Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
400 |
|
- |
Cl-9.6(Tensile Strength) |
- |
1200 |
|
- |
Cl-9.7(Mycological Test) |
- |
3700 |
|
- |
Cl-9.8, Table-2(Static Bending Strength- Modulus of Elasticity (MOE)) |
- |
1000 |
|
- |
Cl-9.8, Table-2(Static Bending Strength- Modulus of Rupture (MOR)) |
- |
1000 |
|
- |
Cl-9.9, Table-3(Wet Bending Strength- Modulus of Elasticity (MOE)) |
- |
1000 |
|
- |
Cl-9.9, Table-3(Wet Bending Strength- Modulus of Rupture (MOR)) |
- |
1000 |
|
- |
Cl-9.10(Retention of Preservative) |
- |
1000 |
|
- |
Cl-9.11(Formaldehyde Content Test) |
- |
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) |
- |
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 and width)) |
- |
0 |
|
- |
Cl-6.2(Thickness) |
- |
0 |
|
- |
Cl-6.3(Squareness and Edge Straightness) |
- |
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) |
- |
0 |
|
- |
Cl-9.5.1.1(Water Resistance Test-Glue shear strength) |
- |
0 |
|
- |
Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
0 |
|
- |
Cl-9.6(Tensile Strength) |
- |
0 |
|
- |
Cl-9.7(Mycological Test) |
- |
0 |
|
- |
Cl-9.8, Table-2(Static Bending Strength- Modulus of Elasticity (MOE)) |
- |
0 |
|
- |
Cl-9.8, Table-2(Static Bending Strength- Modulus of Rupture (MOR)) |
- |
0 |
|
- |
Cl-9.9, Table-3(Wet Bending Strength- Modulus of Elasticity (MOE)) |
- |
0 |
|
- |
Cl-9.9, Table-3(Wet Bending Strength- Modulus of Rupture (MOR)) |
- |
0 |
|
- |
Cl-9.10(Retention of Preservative) |
- |
0 |
|
- |
Cl-9.11(Formaldehyde Content Test) |
- |
0 |
|
- |
5.1.1(Defects in veneers) |
- |
0 |
|
- |
Cl-9.4.2(Adhesion of Plies) |
- |
0 |
|
- |
|
Complete
|
|
- |
Included w.e.f. 25.09.2024
Exclusion: Cl-9.12 (Steady-State Formaldehyde Emission Test), Cl.9.5.2 (Alternate method for water resistance test) |
3 |
IS 303 (2024) |
Plywood for General Purposes â Specification (Fourth Revision) |
MR/BWR/BWP |
-
|
14400 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl-5.1(Classification by appearance) |
- |
0 |
|
Testing charges-8900 (MR)/10600 (BWR)/11100 (BWP)
20% discount to BIS
GSTIN as per govt rule. |
Cl-5.2, Table- 1 (i)(Blister) |
- |
400 |
|
Clause 5.2, Table 1-Testing charges-400 |
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 |
|
Separate testing charges as per BIS scope of Testing |
Cl-7.2.1(Thickness of veneers) |
- |
0 |
|
Separate testing charges-400 |
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 and width)) |
- |
200 |
|
- |
Cl-8.2(Thickness of the plywood boards) |
- |
200 |
|
- |
Cl-8.3(Squareness and Edge Straightness) |
- |
200 |
|
- |
Cl-11.3.1, 11.3.1.1(Water Resistance Test) |
- |
6300 |
|
Testing charges-800 (MR)/2500 (BWR)/3000 (BWP) |
Cl-11.3.2(Mycological Test) |
- |
2500 |
|
- |
Cl-11.4(Moisture Content) |
- |
600 |
|
- |
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity (MOE)-) |
- |
1000 |
|
- |
Cl-11.5, Table 4(Static Bending Strength - Modulus of Rupture (MOR)-) |
- |
1000 |
|
- |
Cl-11.6(Formaldehyde Content Test) |
- |
2000 |
|
- |
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) |
- |
0 |
|
- |
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 and width)) |
- |
0 |
|
- |
Cl-8.2(Thickness of the plywood boards) |
- |
0 |
|
- |
Cl-8.3(Squareness and Edge Straightness) |
- |
0 |
|
- |
Cl-11.3.1, 11.3.1.1(Water Resistance Test) |
- |
0 |
|
- |
Cl-11.3.2(Mycological Test) |
- |
0 |
|
- |
Cl-11.4(Moisture Content) |
- |
0 |
|
- |
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity (MOE)-) |
- |
0 |
|
- |
Cl-11.5, Table 4(Static Bending Strength - Modulus of Rupture (MOR)-) |
- |
0 |
|
- |
Cl-11.6(Formaldehyde Content Test) |
- |
0 |
|
- |
|
Complete
|
|
- |
Included w.e.f. 25.09.2024
Exclusion: Cl-11.7 (Steady-State Formaldehyde Emission Test) |
4 |
IS 13714 (1993) |
Dunnage pallets - Warehousing - Specification |
All |
-
|
5000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.1(DIMENSIONS) |
- |
400 |
|
Testing charges-5000
20% discount to BIS
GSTIN applicable as per govt rule |
4.1(DIMENSIONS) |
- |
0 |
|
- |
4.1(DIMENSIONS) |
- |
0 |
|
- |
5.1 Annex A(Timber) |
- |
0 |
|
- |
5.1.1(Timber) |
- |
100 |
|
- |
5.1.2(Timber) |
- |
1200 |
|
- |
5.1.2(Timber) |
- |
100 |
|
- |
5.1.2(Timber) |
- |
200 |
|
- |
5.1.2.1 (Objectionable knots) |
- |
200 |
|
- |
5.2.1(Nails) |
- |
100 |
|
- |
5.2.1(Nails) |
- |
100 |
|
- |
6.1 , Fig. 1(CONSTRUCTION) |
- |
400 |
|
- |
6.1.1(CONSTRUCTION) |
- |
400 |
|
- |
6.1.2(CONSTRUCTION) |
- |
400 |
|
- |
6.1.2(CONSTRUCTION) |
- |
400 |
|
- |
6.1.2(CONSTRUCTION) |
- |
400 |
|
- |
7(WORKMANSHIP AND FINISH) |
- |
400 |
|
- |
10.1 (a)(MARKING) |
- |
0 |
|
- |
10.1 (b)(MARKING) |
- |
0 |
|
- |
10.1 (c)(MARKING) |
- |
0 |
|
- |
5.1.2.1 (Objectionable knots) |
- |
200 |
|
- |
|
Complete
|
|
- |
Included w.e.f. 09.05.2024
Exclusion: Identification of timber species & Cl.5.2 (Nails) |
5 |
IS 15380 (2023) |
MOULDED HIGH DENSITY FIBRE HDF PANELLED DOOR SHUTTERS - SPECIFICATION ( First Revision ) |
All |
-
|
24400 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl-5.1(Sized) |
- |
0 |
|
Testing charges-24400(BWP) & 21600(MR)
20% discount to BIS
GSTIN applicable as per govt rule |
Cl-6.1.2(Moisture content in timbers) |
- |
0 |
|
Additional Testing charges- 800 |
Cl-6.2 S.No (1), i(Density, kg/m3 , Min) |
- |
0 |
|
Additional Testing charges for Clause 6.2, Table 2- 12200 |
Cl-6.2 S.No (1), ii(Moisture content, percent, Max) |
- |
0 |
|
Additional Testing charges for Clause 6.2, Table 2- 12200 |
Cl-6.2 S.No (1), iii(Water absorption, percent, Max) |
- |
0 |
|
Additional Testing charges for Clause 6.2, Table 2- 12200 |
Cl-6.2 S.No (1), iv(Swelling in water, percent, Max) |
- |
0 |
|
Additional Testing charges for Clause 6.2, Table 2- 12200 |
Cl-6.2 S.No (1), v(Modulus of rupture, N/mm2 , Min) |
- |
0 |
|
Additional Testing charges for Clause 6.2, Table 2- 12200 |
Cl-6.2 S.No (1), vi(Internal bond strength, N/mm2 , Min) |
- |
0 |
|
Additional Testing charges for Clause 6.2, Table 2- 12200 |
Cl-6.2 S.No (1), vii(Immersion in boiling water at (100 ± 3) °C for 4 h) |
- |
0 |
|
Additional Testing charges for Clause 6.2, Table 2- 12200 |
Cl-6.2 S.No (1), viii(Formaldehyde emission, mg/100 g, Max) |
- |
0 |
|
Additional Testing charges for Clause 6.2, Table 2- 12200 |
Cl- 6.3(Particle Boards as Core) |
- |
0 |
|
Additional Testing charges for Clause 6.3- 1200 |
Cl- 6.4(Adhesive) |
- |
0 |
|
Additional Testing charges for Clause 6.4 as per BIS scope |
Cl- 6.5(Laminated veneer lumber (LVL), veneer laminated lumber (VLL), Medium Density Fibre (MDF)) |
- |
0 |
|
Additional Testing charges for Clause 6.5 as per BIS scope |
Cl-11.1(Dimensions and Squareness Test) |
- |
400 |
|
- |
Cl-11.2(General Flatness Test) |
- |
600 |
|
- |
Cl-11.3(Local Planeness Test) |
- |
1250 |
|
- |
Cl-11.4(Impact Indentation Test) |
- |
1250 |
|
- |
Cl-11.5(Flexure Test) |
- |
1250 |
|
- |
Cl-11.6(Edge Loading Test) |
- |
1250 |
|
- |
Cl-11.7(Shock Resistance Test) |
- |
1250 |
|
- |
Cl-11.8(Buckling Resistance Test) |
- |
1250 |
|
- |
Cl-11.9(Slamming Test) |
- |
1250 |
|
- |
Cl-11.10(Misuse Test) |
- |
1250 |
|
- |
Cl-11.11(Varying Humidity Test) |
- |
7000 |
|
- |
Cl-11.12(End Immersion Test) |
- |
3400 |
|
2800 (BWP) & 600(MR) |
Cl-11.13(Glue Adhesion Test) |
- |
1200 |
|
- |
Cl-11.14(Screw Withdrawal Resistance Test) |
- |
1500 |
|
- |
Cl-12.2(Sample Size) |
- |
0 |
|
- |
Cl-14(Marking) |
- |
0 |
|
- |
Cl-5.1(Sized) |
- |
0 |
|
- |
Cl-6.1.2(Moisture content in timbers) |
- |
0 |
|
- |
Cl-6.2 S.No (1), i(Density, kg/m3 , Min) |
- |
0 |
|
- |
Cl-6.2 S.No (1), ii(Moisture content, percent, Max) |
- |
0 |
|
- |
Cl-6.2 S.No (1), iii(Water absorption, percent, Max) |
- |
0 |
|
- |
Cl-6.2 S.No (1), iv(Swelling in water, percent, Max) |
- |
0 |
|
- |
Cl-6.2 S.No (1), v(Modulus of rupture, N/mm2 , Min) |
- |
0 |
|
- |
Cl-6.2 S.No (1), vi(Internal bond strength, N/mm2 , Min) |
- |
0 |
|
- |
Cl-6.2 S.No (1), vii(Immersion in boiling water at (100 ± 3) °C for 4 h) |
- |
0 |
|
- |
Cl-6.2 S.No (1), viii(Formaldehyde emission, mg/100 g, Max) |
- |
0 |
|
- |
Cl- 6.3(Particle Boards as Core) |
- |
0 |
|
- |
Cl- 6.4(Adhesive) |
- |
0 |
|
- |
Cl- 6.5(Laminated veneer lumber (LVL), veneer laminated lumber (VLL), Medium Density Fibre (MDF)) |
- |
0 |
|
- |
Cl-11.1(Dimensions and Squareness Test) |
- |
0 |
|
- |
Cl-11.2(General Flatness Test) |
- |
0 |
|
- |
Cl-11.3(Local Planeness Test) |
- |
0 |
|
- |
Cl-11.4(Impact Indentation Test) |
- |
0 |
|
- |
Cl-11.5(Flexure Test) |
- |
0 |
|
- |
Cl-11.6(Edge Loading Test) |
- |
0 |
|
- |
Cl-11.7(Shock Resistance Test) |
- |
0 |
|
- |
Cl-11.8(Buckling Resistance Test) |
- |
0 |
|
- |
Cl-11.9(Slamming Test) |
- |
0 |
|
- |
Cl-11.10(Misuse Test) |
- |
0 |
|
- |
Cl-11.11(Varying Humidity Test) |
- |
0 |
|
- |
Cl-11.12(End Immersion Test) |
- |
0 |
|
- |
Cl-11.13(Glue Adhesion Test) |
- |
0 |
|
- |
Cl-11.14(Screw Withdrawal Resistance Test) |
- |
0 |
|
- |
Cl-12.2(Sample Size) |
- |
0 |
|
- |
Cl-14(Marking) |
- |
0 |
|
- |
Cl-5.1(Sized) |
- |
0 |
|
- |
Cl-6.1.2(Moisture content in timbers) |
- |
0 |
|
- |
Cl-6.2 S.No (1), i(Density, kg/m3 , Min) |
- |
0 |
|
- |
Cl-6.2 S.No (1), ii(Moisture content, percent, Max) |
- |
0 |
|
- |
Cl-6.2 S.No (1), iii(Water absorption, percent, Max) |
- |
0 |
|
- |
Cl-6.2 S.No (1), iv(Swelling in water, percent, Max) |
- |
0 |
|
- |
Cl-6.2 S.No (1), v(Modulus of rupture, N/mm2 , Min) |
- |
0.01 |
|
- |
Cl-6.2 S.No (1), vi(Internal bond strength, N/mm2 , Min) |
- |
0 |
|
- |
Cl-6.2 S.No (1), vii(Immersion in boiling water at (100 ± 3) °C for 4 h) |
- |
0 |
|
- |
Cl-6.2 S.No (1), viii(Formaldehyde emission, mg/100 g, Max) |
- |
0 |
|
- |
Cl- 6.3(Particle Boards as Core) |
- |
0 |
|
- |
Cl- 6.4(Adhesive) |
- |
0 |
|
- |
Cl- 6.5(Laminated veneer lumber (LVL), veneer laminated lumber (VLL), Medium Density Fibre (MDF)) |
- |
0 |
|
- |
Cl-11.1(Dimensions and Squareness Test) |
- |
0 |
|
- |
Cl-11.2(General Flatness Test) |
- |
0 |
|
- |
Cl-11.3(Local Planeness Test) |
- |
0 |
|
- |
Cl-11.4(Impact Indentation Test) |
- |
0 |
|
- |
Cl-11.5(Flexure Test) |
- |
0 |
|
- |
Cl-11.6(Edge Loading Test) |
- |
0 |
|
- |
Cl-11.7(Shock Resistance Test) |
- |
0 |
|
- |
Cl-11.8(Buckling Resistance Test) |
- |
0 |
|
- |
Cl-11.9(Slamming Test) |
- |
0 |
|
- |
Cl-11.10(Misuse Test) |
- |
0 |
|
- |
Cl-11.11(Varying Humidity Test) |
- |
0.01 |
|
- |
Cl-11.12(End Immersion Test) |
- |
0 |
|
- |
Cl-11.13(Glue Adhesion Test) |
- |
0 |
|
- |
Cl-11.14(Screw Withdrawal Resistance Test) |
- |
0 |
|
- |
Cl-12.2(Sample Size) |
- |
0 |
|
- |
Cl-14(Marking) |
- |
0 |
|
- |
Cl-6.1.1(Bulk density of timber) |
- |
0 |
|
Additional Testing charges for Clause 6.1.1, Table 2- 1200 |
Cl-9(Workmanship and finish) |
- |
0 |
|
- |
Cl-5.1(Sized) |
- |
0 |
|
- |
Cl-6.1.2(Moisture content in timbers) |
- |
0 |
|
- |
Cl-6.2 S.No (1), i(Density, kg/m3 , Min) |
- |
0 |
|
- |
Cl-6.2 S.No (1), ii(Moisture content, percent, Max) |
- |
0 |
|
- |
Cl-6.2 S.No (1), iii(Water absorption, percent, Max) |
- |
0 |
|
- |
Cl-6.2 S.No (1), iv(Swelling in water, percent, Max) |
- |
0 |
|
- |
Cl-6.2 S.No (1), v(Modulus of rupture, N/mm2 , Min) |
- |
0 |
|
- |
Cl-6.2 S.No (1), vi(Internal bond strength, N/mm2 , Min) |
- |
0 |
|
- |
Cl-6.2 S.No (1), vii(Immersion in boiling water at (100 ± 3) °C for 4 h) |
- |
0 |
|
- |
Cl-6.2 S.No (1), viii(Formaldehyde emission, mg/100 g, Max) |
- |
0 |
|
- |
Cl- 6.3(Particle Boards as Core) |
- |
0 |
|
- |
Cl- 6.4(Adhesive) |
- |
0 |
|
- |
Cl- 6.5(Laminated veneer lumber (LVL), veneer laminated lumber (VLL), Medium Density Fibre (MDF)) |
- |
0 |
|
- |
Cl-11.1(Dimensions and Squareness Test) |
- |
0 |
|
- |
Cl-11.2(General Flatness Test) |
- |
0 |
|
- |
Cl-11.3(Local Planeness Test) |
- |
0 |
|
- |
Cl-11.4(Impact Indentation Test) |
- |
0 |
|
- |
Cl-11.5(Flexure Test) |
- |
0 |
|
- |
Cl-11.6(Edge Loading Test) |
- |
0 |
|
- |
Cl-11.7(Shock Resistance Test) |
- |
0 |
|
- |
Cl-11.8(Buckling Resistance Test) |
- |
0 |
|
- |
Cl-11.9(Slamming Test) |
- |
0 |
|
- |
Cl-11.10(Misuse Test) |
- |
0 |
|
- |
Cl-11.11(Varying Humidity Test) |
- |
0 |
|
- |
Cl-11.12(End Immersion Test) |
- |
0 |
|
- |
Cl-11.13(Glue Adhesion Test) |
- |
0 |
|
- |
Cl-11.14(Screw Withdrawal Resistance Test) |
- |
0 |
|
- |
Cl-12.2(Sample Size) |
- |
0 |
|
- |
Cl-14(Marking) |
- |
0 |
|
- |
Cl-6.1.1(Bulk density of timber) |
- |
0 |
|
- |
Cl-9(Workmanship and finish) |
- |
0 |
|
- |
|
Complete
|
|
- |
Included w.e.f. 06.09.2024 |
6 |
IS 14587 (2023) |
Prelaminated Medium Density Fibre Board - Specification |
All |
-
|
16700 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl-5.1(Medium Density Fibre (MDF) Board) |
- |
0 |
|
Additional charges for testing MDF board (IS 12406) as BIS scope |
Cl-7(Finish) |
- |
0 |
|
- |
Cl-8.1(Dimensions of prelaminated MDF) |
- |
300 |
|
- |
Cl-8.2(Tolerances) |
- |
0 |
|
- |
Cl-8.2.1(Edge straightness) |
- |
300 |
|
- |
Cl-9.1 S.No-(1), i(Density, kg/m3) |
- |
600 |
|
- |
Cl-9.1 S.No-(1), ii(Variation from mean density, percent) |
- |
0 |
|
- |
Cl-9.1 S.No-(1), iii(Moisture content, percent) |
- |
600 |
|
- |
Cl-9.1 S.No-(1), iv(Variation from mean moisture content, percent (absolute)) |
- |
0 |
|
- |
Cl-9.1 S.No-(1), v(Linear expansion (thickness swelling in water), due to general absorption after 24 h soaking, percent, Max) |
- |
2000 |
|
- |
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) |
- |
3000 |
|
- |
Cl-9.1 S.No-(1), vii,b(After accelerated water resistance test) |
- |
3000 |
|
- |
Cl-9.1 S.No-(1), viii(Modulus of rupture, N/mm2 , Min) |
- |
500 |
|
- |
Cl-9.1 S.No-(1), ix(Modulus of elasticity, N/mm2 , Min) |
- |
500 |
|
- |
Cl-9.1 S.No-(1), x,(Screw withdrawal strength, ????????, Min) |
- |
2000 |
|
- |
Cl-9.1 S.No-(1), xi(Formaldehyde content (Fc), mg/100 g for oven dry board) |
- |
2000 |
|
- |
Cl-9.1 S.No-(1), xiii(Abrasion resistance in number of revolutions, Min, (Type 1 to 4)) |
- |
1500 |
|
- |
Cl-9.1 S.No-(1), xiv(Resistance to steam/water vapours) |
- |
600 |
|
- |
Cl-9.1 S.No-(1), xv(Resistance to crack) |
- |
600 |
|
- |
Cl-9.1 S.No-(1), xvi(Resistance to a cigarette burn) |
- |
600 |
|
- |
Cl-9.1 S.No-(1), xvii(Resistance to stain) |
- |
600 |
|
Testing charges-16700 (grade1) & 13700 (Grade 2)
20% discount to BIS
GSTIN applicable as per govt rule |
Cl-12(Marking) |
- |
0 |
|
- |
Cl-11.2(Specific Requirement) |
- |
0 |
|
Additional Testing charges as per BIS scope for IS 12406 product |
Cl-5.1(Medium Density Fibre (MDF) Board) |
- |
0 |
|
- |
Cl-7(Finish) |
- |
0 |
|
- |
Cl-8.1(Dimensions of prelaminated MDF) |
- |
0 |
|
- |
Cl-8.2(Tolerances) |
- |
0 |
|
- |
Cl-8.2.1(Edge straightness) |
- |
0 |
|
- |
Cl-9.1 S.No-(1), i(Density, kg/m3) |
- |
0 |
|
- |
Cl-9.1 S.No-(1), ii(Variation from mean density, percent) |
- |
0 |
|
- |
Cl-9.1 S.No-(1), iii(Moisture content, percent) |
- |
0 |
|
- |
Cl-9.1 S.No-(1), iv(Variation from mean moisture content, percent (absolute)) |
- |
0 |
|
- |
Cl-9.1 S.No-(1), v(Linear expansion (thickness swelling in water), due to general absorption after 24 h soaking, percent, Max) |
- |
0 |
|
- |
Cl-9.1 S.No-(1), vi(Internal bond strength, N/mm2, Min) |
- |
0 |
|
- |
Cl-9.1 S.No-(1), vii,a(After cyclic test) |
- |
0 |
|
- |
Cl-9.1 S.No-(1), vii,b(After accelerated water resistance test) |
- |
0 |
|
- |
Cl-9.1 S.No-(1), viii(Modulus of rupture, N/mm2 , Min) |
- |
0 |
|
- |
Cl-9.1 S.No-(1), ix(Modulus of elasticity, N/mm2 , Min) |
- |
0 |
|
- |
Cl-9.1 S.No-(1), x,(Screw withdrawal strength, ????????, Min) |
- |
0 |
|
- |
Cl-9.1 S.No-(1), xi(Formaldehyde content (Fc), mg/100 g for oven dry board) |
- |
0 |
|
- |
Cl-9.1 S.No-(1), xiii(Abrasion resistance in number of revolutions, Min, (Type 1 to 4)) |
- |
0 |
|
- |
Cl-9.1 S.No-(1), xiv(Resistance to steam/water vapours) |
- |
0 |
|
- |
Cl-9.1 S.No-(1), xv(Resistance to crack) |
- |
0 |
|
- |
Cl-9.1 S.No-(1), xvi(Resistance to a cigarette burn) |
- |
0 |
|
- |
Cl-9.1 S.No-(1), xvii(Resistance to stain) |
- |
0 |
|
- |
Cl-12(Marking) |
- |
0 |
|
- |
Cl-11.2(Specific Requirement) |
- |
0 |
|
- |
Cl-5.1(Medium Density Fibre (MDF) Board) |
- |
0 |
|
- |
Cl-7(Finish) |
- |
0 |
|
- |
Cl-8.1(Dimensions of prelaminated MDF) |
- |
0 |
|
- |
Cl-8.2(Tolerances) |
- |
0 |
|
- |
Cl-8.2.1(Edge straightness) |
- |
0 |
|
- |
Cl-9.1 S.No-(1), i(Density, kg/m3) |
- |
0 |
|
- |
Cl-9.1 S.No-(1), ii(Variation from mean density, percent) |
- |
0 |
|
- |
Cl-9.1 S.No-(1), iii(Moisture content, percent) |
- |
0 |
|
- |
Cl-9.1 S.No-(1), iv(Variation from mean moisture content, percent (absolute)) |
- |
0 |
|
- |
Cl-9.1 S.No-(1), v(Linear expansion (thickness swelling in water), due to general absorption after 24 h soaking, percent, Max) |
- |
0 |
|
- |
Cl-9.1 S.No-(1), vi(Internal bond strength, N/mm2, Min) |
- |
0 |
|
- |
Cl-9.1 S.No-(1), vii,a(After cyclic test) |
- |
0 |
|
- |
Cl-9.1 S.No-(1), vii,b(After accelerated water resistance test) |
- |
0 |
|
- |
Cl-9.1 S.No-(1), viii(Modulus of rupture, N/mm2 , Min) |
- |
0 |
|
- |
Cl-9.1 S.No-(1), ix(Modulus of elasticity, N/mm2 , Min) |
- |
0 |
|
- |
Cl-9.1 S.No-(1), x,(Screw withdrawal strength, ????????, Min) |
- |
0 |
|
- |
Cl-9.1 S.No-(1), xi(Formaldehyde content (Fc), mg/100 g for oven dry board) |
- |
0 |
|
- |
Cl-9.1 S.No-(1), xiii(Abrasion resistance in number of revolutions, Min, (Type 1 to 4)) |
- |
0 |
|
- |
Cl-9.1 S.No-(1), xiv(Resistance to steam/water vapours) |
- |
0 |
|
- |
Cl-9.1 S.No-(1), xv(Resistance to crack) |
- |
0 |
|
- |
Cl-9.1 S.No-(1), xvi(Resistance to a cigarette burn) |
- |
0 |
|
- |
Cl-9.1 S.No-(1), xvii(Resistance to stain) |
- |
0 |
|
- |
Cl-12(Marking) |
- |
0 |
|
- |
Cl-11.2(Specific Requirement) |
- |
0 |
|
- |
|
Complete
|
|
- |
Included w.e.f 04.06.2024
Cl.8.2.1 (Edge straightness length restricted upto 5200mm
Exclusion : Cl.9.1 (xii) (Steady state formaldehyde emission (optional) |
7 |
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 |
-
|
24400 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl-5(Sizes and Tolerances) |
- |
0 |
|
Testing charges-23800 (BWP) & 21600 (MR), Additional charges as per clause |
Cl-6.1.(Timber) |
- |
0 |
|
- |
Cl-6.2(Laminated veneer lumber (LVL), veneer laminated lumber (VLL), medium density fibre board (MDF), high density fibre board (HDF)) |
- |
0 |
|
Additional testing charges for clause 6.2 as per BIS scope |
Cl-6.3.1(Particle board) |
- |
0 |
|
Additional testing charges clause 6.3.1 as per BIS scope |
Cl-6.3.2(MDF board and HDF board) |
- |
0 |
|
Additional testing charges clause 6.3.2 as per BIS scope |
Cl-6.3.5(shutters with fibre hardboard face) |
- |
0 |
|
Additional testing charges as per test |
Cl-8.1(Locks) |
- |
0 |
|
- |
Cl-10.1(various test) |
- |
19800 |
|
- |
Cl-10.2(End Immersion Test) |
- |
3400 |
|
2800 (BWP) & 600 (MR) |
Cl-10.3(Glue Adhesion Test) |
- |
1200 |
|
- |
Cl-13(Marking) |
- |
0 |
|
- |
Cl-5(Sizes and Tolerances) |
- |
0 |
|
- |
Cl-6.1.(Timber) |
- |
0 |
|
- |
Cl-6.2(Laminated veneer lumber (LVL), veneer laminated lumber (VLL), medium density fibre board (MDF), high density fibre board (HDF)) |
- |
0 |
|
- |
Cl-6.3.1(Particle board) |
- |
0 |
|
- |
Cl-6.3.2(MDF board and HDF board) |
- |
0 |
|
- |
Cl-6.3.5(shutters with fibre hardboard face) |
- |
0 |
|
- |
Cl-8.1(Locks) |
- |
0 |
|
- |
Cl-10.1(various test) |
- |
0 |
|
- |
Cl-10.2(End Immersion Test) |
- |
0 |
|
- |
Cl-10.3(Glue Adhesion Test) |
- |
0 |
|
- |
Cl-13(Marking) |
- |
0 |
|
- |
|
Complete
|
|
- |
Included w.e.f. 27.06.2024
Full sheet upto thickness 45mm |
8 |
IS 2191 : Part 1 (2022) |
WOODEN FLUSH DOOR SHUTTERS CELLULAR TUBULAR AND HOLLOW CORE TYPE SPECIFICATION PART 1 PLYWOOD FACE PANELS Fifth Revision |
All |
-
|
24800 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl-5(Sizes) |
- |
0 |
|
Testing charges-24800 (BWP) & 22400 (MR), Additional charges as mention
20% discount to BIS
GSTIN applicable as per govt rule |
Cl-6.1.1(Species of timber) |
- |
0 |
|
- |
Cl-6.3(Cross-Bands) |
- |
0 |
|
Additional testing charges for Cross Bands-2000 |
Cl-6.4.1(Commercial face veneers) |
- |
0 |
|
Additional testing charges for Commercial face veneer-2000 |
Cl-6.4.2(Decorative face veneers) |
- |
0 |
|
Additional testing charges for Decorative face veneer-2000 |
Cl-6.7(Particle Board) |
- |
0 |
|
Additional testing charges for Cl. 6.3 Particle Board-1200 |
Cl-6.8(Laminated veneer lumber (LVL), veneer laminated lumber (VLL), Medium Density Fibre (MDF)) |
- |
0 |
|
Additional testing charges for Cl. 6.8 as per BIS scope |
Cl-11.1(Dimensions and Squareness Test) |
- |
400 |
|
- |
Cl-11.2(General Flatness Test) |
- |
600 |
|
- |
Cl-11.3(Local Planeness Test) |
- |
1250 |
|
- |
Cl-11.4(Impact Indentation Test) |
- |
1250 |
|
- |
Cl-11.5(Flexure Test) |
- |
1250 |
|
- |
Cl-11.6(Edge Loading Test) |
- |
1250 |
|
- |
Cl-11.7(Shock Resistance Test) |
- |
1250 |
|
- |
Cl-11.8(Buckling Resistance Test) |
- |
1250 |
|
- |
Cl-11.9(Slamming Test) |
- |
1250 |
|
- |
Cl-11.10(Misuse Test) |
- |
1250 |
|
- |
Cl-11.11(Varying Humidity Test) |
- |
7000 |
|
- |
Cl-11.12(End Immersion Test) |
- |
3400 |
|
For MR-600, BWP-2800 |
Cl-11.13(Knife Test) |
- |
400 |
|
- |
Cl-11.14(Glue Adhesion Test) |
- |
1200 |
|
- |
Cl-11.15(Screw Withdrawal Resistance Test) |
- |
1500 |
|
- |
Cl-12.2(Sample Size) |
- |
0 |
|
- |
Cl-14(Marking) |
- |
0 |
|
- |
Cl-5(Sizes) |
- |
0 |
|
- |
Cl-6.1.1(Species of timber) |
- |
0 |
|
- |
Cl-6.3(Cross-Bands) |
- |
0 |
|
- |
Cl-6.4.1(Commercial face veneers) |
- |
0 |
|
- |
Cl-6.4.2(Decorative face veneers) |
- |
0 |
|
- |
Cl-6.7(Particle Board) |
- |
0 |
|
- |
Cl-6.8(Laminated veneer lumber (LVL), veneer laminated lumber (VLL), Medium Density Fibre (MDF)) |
- |
0 |
|
- |
Cl-11.1(Dimensions and Squareness Test) |
- |
0 |
|
- |
Cl-11.2(General Flatness Test) |
- |
0 |
|
- |
Cl-11.3(Local Planeness Test) |
- |
0 |
|
- |
Cl-11.4(Impact Indentation Test) |
- |
0 |
|
- |
Cl-11.5(Flexure Test) |
- |
0 |
|
- |
Cl-11.6(Edge Loading Test) |
- |
0 |
|
- |
Cl-11.7(Shock Resistance Test) |
- |
0 |
|
- |
Cl-11.8(Buckling Resistance Test) |
- |
0 |
|
- |
Cl-11.9(Slamming Test) |
- |
0 |
|
- |
Cl-11.10(Misuse Test) |
- |
0 |
|
- |
Cl-11.11(Varying Humidity Test) |
- |
0 |
|
- |
Cl-11.12(End Immersion Test) |
- |
0 |
|
- |
Cl-11.13(Knife Test) |
- |
0 |
|
- |
Cl-11.14(Glue Adhesion Test) |
- |
0 |
|
- |
Cl-11.15(Screw Withdrawal Resistance Test) |
- |
0 |
|
- |
Cl-12.2(Sample Size) |
- |
0 |
|
- |
Cl-14(Marking) |
- |
0 |
|
- |
Cl-6.1.2(Moisture content of timber) |
- |
0 |
|
Extra Charges 800 for Clause 6.1.2 |
|
Complete
|
|
- |
Included w.e.f. 27.06.2024
Full sheet upto thickness 45mm |
9 |
IS 14315 (1995) |
Commercial Veneers -specification |
Type A & B |
-
|
3000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4 (i)(Discolouration) |
- |
100 |
|
- |
4 (ii)(Dote) |
- |
50 |
|
- |
4 (iii)(Insect Hole) |
- |
50 |
|
- |
4 (iv)(Joints) |
- |
50 |
|
- |
4 (v)(Knots (dead)) |
- |
50 |
|
- |
4 (vi)(Pin Knots (dead)) |
- |
50 |
|
- |
4 (vii)(Pin Knots (live)) |
- |
50 |
|
- |
4 (viii)(Knots (tight)) |
- |
50 |
|
- |
4 (ix)(Patches) |
- |
50 |
|
- |
4 (x)(Splits) |
- |
100 |
|
- |
4 (xi)(Swirl) |
- |
100 |
|
- |
5(Manufacture) |
- |
0 |
|
- |
6(Face Veneer) |
- |
50 |
|
- |
7(Core and Crossband veneer) |
- |
50 |
|
- |
8(Joints in veneers) |
- |
50 |
|
- |
9.2(Dimension) |
- |
200 |
|
- |
9.3(Thickness) |
- |
150 |
|
- |
9.4.1 (Tolerances) |
- |
100 |
|
- |
9.4.2(Squarenes) |
- |
100 |
|
- |
9.4.3(Edge Straightness) |
- |
100 |
|
Face Veneer-1500, Core/Cross band-1500
GSTIN as per govt rule
20% discount to BIS |
11(Marking) |
- |
0 |
|
- |
4 (i)(Discolouration) |
- |
0 |
|
- |
4 (ii)(Dote) |
- |
0 |
|
- |
4 (iii)(Insect Hole) |
- |
0 |
|
- |
4 (iv)(Joints) |
- |
0 |
|
- |
4 (v)(Knots (dead)) |
- |
0 |
|
- |
4 (vi)(Pin Knots (dead)) |
- |
0 |
|
- |
4 (vii)(Pin Knots (live)) |
- |
0 |
|
- |
4 (viii)(Knots (tight)) |
- |
0 |
|
- |
4 (ix)(Patches) |
- |
0 |
|
- |
4 (x)(Splits) |
- |
0 |
|
- |
4 (xi)(Swirl) |
- |
0 |
|
- |
5(Manufacture) |
- |
0 |
|
- |
6(Face Veneer) |
- |
0 |
|
- |
7(Core and Crossband veneer) |
- |
0 |
|
- |
8(Joints in veneers) |
- |
0 |
|
- |
9.2(Dimension) |
- |
0 |
|
- |
9.3(Thickness) |
- |
0 |
|
- |
9.4.1 (Tolerances) |
- |
0 |
|
- |
9.4.2(Squarenes) |
- |
0 |
|
- |
9.4.3(Edge Straightness) |
- |
0 |
|
- |
11(Marking) |
- |
0 |
|
- |
|
Complete
|
|
- |
Included w.e.f. 16.01.2024 |
10 |
IS 3097 (2006) |
Veneered Particle Boards -Specification |
All |
-
|
38500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Clause No - 3(TERMINOLOGY) |
- |
0 |
|
- |
Clause No - 4(GRADES AND TYPES) |
- |
0 |
|
- |
Clause No - 5.1(Particle Board) |
- |
14700 |
|
Grade 1-14700, Grade 2-11700 |
Clause No - 5.2.1.1("Timbers for face veneers of decorative type
veneered particle boards") |
- |
0 |
|
- |
Clause No - 5.2.1.1(a)("particle boards, shall be of Type A or Type B
surface ") |
- |
0 |
|
- |
Clause No - 5.3(Adhesive) |
- |
8000 |
|
MR grade-7200 & BWR & BWP-8000 |
Clause No - 6.1(Preservative Treatment of Veneers) |
- |
0 |
|
- |
Clause No - 6.2.7(Lipping) |
- |
0 |
|
- |
Clause No - 7(Dimensional Tolerance) |
- |
800 |
|
- |
Clause No - 9.1 (1(cutting the test specimens) |
- |
0 |
|
- |
Clause No - 9.1 (2(" method of preparation and
conditioning oftest specimens") |
- |
0 |
|
- |
Clause No - 9.1 (a(Determination of density) |
- |
800 |
|
- |
Clause No - 9.1 (b(Determination of moisture content) |
- |
800 |
|
- |
Clause No - 9.1 (c(Water absorption) |
- |
1500 |
|
- |
Clause No - 9.1 (e) (1(Determination of swelling in water - Swelling due to general absorption) |
- |
2000 |
|
- |
Clause No - 9.1 (e) (2(Determination of swelling in water -Swelling due to surface absorption) |
- |
2000 |
|
- |
Clause No - 9.1 (g)("Modulus of rupture (MOR) and modulus of
elasticity (MOE) ") |
- |
1500 |
|
- |
Clause No - 9.1 (h)("Determination of deflection under sustained
load (long time loading test)") |
- |
1000 |
|
- |
Clause No - 11(MARKING) |
- |
0 |
|
- |
Clause No - 3(TERMINOLOGY) |
- |
0 |
|
- |
Clause No - 4(GRADES AND TYPES) |
- |
0 |
|
- |
Clause No - 5.1(Particle Board) |
- |
0 |
|
- |
Clause No - 5.2.1.1("Timbers for face veneers of decorative type
veneered particle boards") |
- |
0 |
|
- |
Clause No - 5.2.1.1(a)("particle boards, shall be of Type A or Type B
surface ") |
- |
0 |
|
- |
Clause No - 5.3(Adhesive) |
- |
0 |
|
- |
Clause No - 6.1(Preservative Treatment of Veneers) |
- |
0 |
|
- |
Clause No - 6.2.7(Lipping) |
- |
0 |
|
- |
Clause No - 7(Dimensional Tolerance) |
- |
0 |
|
- |
Clause No - 9.1 (1(cutting the test specimens) |
- |
0 |
|
- |
Clause No - 9.1 (2(" method of preparation and
conditioning oftest specimens") |
- |
0 |
|
- |
Clause No - 9.1 (a(Determination of density) |
- |
0 |
|
- |
Clause No - 9.1 (b(Determination of moisture content) |
- |
0 |
|
- |
Clause No - 9.1 (c(Water absorption) |
- |
0 |
|
- |
Clause No - 9.1 (e) (1(Determination of swelling in water - Swelling due to general absorption) |
- |
0 |
|
- |
Clause No - 9.1 (e) (2(Determination of swelling in water -Swelling due to surface absorption) |
- |
0 |
|
- |
Clause No - 9.1 (g)("Modulus of rupture (MOR) and modulus of
elasticity (MOE) ") |
- |
0 |
|
- |
Clause No - 9.1 (h)("Determination of deflection under sustained
load (long time loading test)") |
- |
0 |
|
- |
Clause No - 11(MARKING) |
- |
0 |
|
- |
Clause 9.1 d) Water Resistance test(Clause 9.1 d) Water Resistance test) |
- |
1500 |
|
- |
9.1 f)Adhesion of plies(9.1 f)Adhesion of plies) |
- |
500 |
|
Testing charges-38500 (Separate testing charges- IS 3097-15800, Particle board-Grade 14700 & Grade 2-11700, Adhesive-MR-7200 & BWR & BWP-8000)
20% Discount to BIS
GSTIN as per govt rule |
|
Complete
|
|
- |
Included w.e.f. 16.01.2024 |
11 |
IS 15786 (2008) |
Prelaminated cement bonded particle board - Specification |
All |
-
|
32900 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Clause 10.3 (Moisture content) |
- |
600 |
|
- |
Clause 10.3 (Moisture content) |
- |
0 |
|
- |
Clause 10.3 (Moisture content) |
- |
0 |
|
- |
5.1(Cement Bonded Particle Board) |
- |
14400 |
|
- |
5.2(Impregnated Base Paper) |
- |
1000 |
|
- |
5.3(Impregnated OverlaylUnderIay) |
- |
1000 |
|
- |
5.4(Finished Foil) |
- |
1000 |
|
- |
6(Manufacture) |
- |
0 |
|
- |
7(Finish) |
- |
0 |
|
- |
8(DIMENSIONS AND TOLERANCES) |
- |
600 |
|
- |
10.2(Test for Density) |
- |
600 |
|
- |
10.4(Test for Water Absorption) |
- |
1200 |
|
- |
10.5(Test for Swelling in Water) |
- |
1200 |
|
- |
10.6(Test for Modulus of Elasticity and Modulus of Rupture) |
- |
1000 |
|
- |
10.7(Test for Tensile Strength Perpendicular to Surface) |
- |
1000 |
|
- |
10.8(Test for Tensile Strength Perpendicular to Surface After Ageing) |
- |
3000 |
|
- |
10.9(Test for Screw Withdrawal Strength) |
- |
2000 |
|
Face-1000
Edge-1000 |
10.10(Test for Abrasion Resistance) |
- |
1500 |
|
- |
10.11(Test for Resistance to Steam) |
- |
600 |
|
- |
10.12(Test for Resistance to Crack) |
- |
600 |
|
- |
10.13(Test for Resistance to Cigarette Bum) |
- |
600 |
|
- |
10.14(Test for Resistance to Stain) |
- |
600 |
|
Complete Testing Charges IS-32900 (For IS 15786 physical tests-15500, Raw material cl. 5.2, 5.3, 5.4-3000, IS 14276 as per clause 5.1-14400 )
20% discount to BIS
GSTIN as per govt. rule |
11(Marking) |
- |
0 |
|
- |
|
Complete
|
|
- |
Included w.e.f. 16.01.2024 |
12 |
IS 14276 (2016) |
Cement bonded particle boards - Specification (First Revision) |
All |
-
|
14400 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6(Finish) |
- |
400 |
|
- |
7(Dimensions and Tolerances) |
- |
600 |
|
- |
8.5(Workability) |
- |
500 |
|
- |
10.3, Table-1(Test for Density) |
- |
600 |
|
- |
10.5, Table-1(Test for Water Absorption) |
- |
1200 |
|
- |
10.6, Table-1(Test for swelling in water) |
- |
2000 |
|
- |
10.7, Table-1(Test for modulus of Rupture) |
- |
1500 |
|
Dry & Wet |
10.8, Table-1(Test for modulus of Elasticity) |
- |
1500 |
|
Dry & Wet |
10.9, Table-1(Test for tensile strength perpendicular to Surface) |
- |
3500 |
|
Dry-1000 & Cyclic-2500 |
10.1, Table-1(Test for Screw Withdrawal Strength) |
- |
2000 |
|
- |
Clause 8.2 Table 1(Moisture content) |
- |
600 |
|
20% discount to BIS
GSTIN as per govt. rule |
|
Complete
|
|
- |
Included w.e.f. 05.01.2024 |
13 |
IS 14616 (1999) |
Laminated veneer lumber specification |
All (upto 50 mm) |
-
|
17500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6.1(Dimensions) |
- |
200 |
|
Total testing charges-17700(upto 50mm testing only)
20% discount to BIS
GSTIN as per govt rule |
6.2(Dimensions) |
- |
200 |
|
- |
7(workmanship and finish) |
- |
600 |
|
- |
8.2.2(adhesion of plies) |
- |
4900 |
|
Dry State-400, After Cyclic test-2000, After Mycological test-2500 |
8.2.3, 8.2.4, Table-1(modulus of rupture) |
- |
1500 |
|
- |
8.2.3, 8.2.4, Table-1(modulus of elasticity) |
- |
1500 |
|
- |
8.2.3, 8.2.4, Table-1(compressive strength parallel to grain) |
- |
1500 |
|
- |
8.2.3, 8.2.4, Table-1(horizontal shear a)-parallel to grain ,b)-perpendicular to grain) |
- |
3000 |
|
- |
8.2.3, 8.2.4, Table-1(tensile strength parallel to grain ) |
- |
2000 |
|
- |
8.2.3, 8.2.4, Table-1(screw holding power a)-parallel to grain ,b)-perpendicular to grain) |
- |
2000 |
|
- |
8.2.3, 8.2.4, Table-1(thickness swelling in 2 hrs. water soaking) |
- |
0 |
|
- |
8.2.4(swelling in wear) |
- |
800 |
|
- |
Clause 8.2.1(Moisture content) |
- |
800 |
|
- |
8.2.1(moisture content) |
- |
800 |
|
- |
6.1(Dimensions) |
- |
0 |
|
- |
6.2(Dimensions) |
- |
0 |
|
- |
7(workmanship and finish) |
- |
0 |
|
- |
8.2.2(adhesion of plies) |
- |
0 |
|
- |
8.2.3, 8.2.4, Table-1(modulus of rupture) |
- |
0 |
|
- |
8.2.3, 8.2.4, Table-1(modulus of elasticity) |
- |
0 |
|
- |
8.2.3, 8.2.4, Table-1(compressive strength parallel to grain) |
- |
0 |
|
- |
8.2.3, 8.2.4, Table-1(horizontal shear a)-parallel to grain ,b)-perpendicular to grain) |
- |
0 |
|
- |
8.2.3, 8.2.4, Table-1(tensile strength parallel to grain ) |
- |
0 |
|
- |
8.2.3, 8.2.4, Table-1(screw holding power a)-parallel to grain ,b)-perpendicular to grain) |
- |
0 |
|
- |
8.2.3, 8.2.4, Table-1(thickness swelling in 2 hrs. water soaking) |
- |
0 |
|
- |
8.2.4(swelling in wear) |
- |
0 |
|
- |
Clause 8.2.1(Moisture content) |
- |
0 |
|
- |
8.2.1(moisture content) |
- |
0 |
|
- |
|
Complete
|
|
- |
Included w.e.f. 16.01.2024 |
14 |
IS 2202 : Part 2 (2022) |
WOODEN FLUSH DOOR SHUTTERS SOLID CORE TYPE SPECIFICATION PART 2 PARTICLE BOARD HIGH DENSITY FIBRE BOARD MEDIUM DENSITY FIBRE BOARD AND HARDBOARD FACE PANELS Fourth Revision |
All |
-
|
24800 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Clause No - 6.1(Timber) |
- |
2000 |
|
Extra charges for Clause 6.1-2000 |
Clause No -6.2(Alternative Materials (LVL) |
- |
17500 |
|
Extra charges for Clause 6.2-17500 |
Clause No -6.2(Alternative Materials veneer laminated lumber (VLL)) |
- |
11700 |
|
Extra charges for Clause 6.2-11700 |
Clause No -6.2(Alternative Materials medium density fibre board (MDF)) |
- |
13800 |
|
Extra charges for Clause 6.2-13800 |
Clause No -6.2(Alternative Materials -plywood) |
- |
17500 |
|
Extra charges for Clause 6.2-for IS 710-12600 & IS 303-4900 |
Clause No -6.2(BWP grade flush door shutter) |
- |
0 |
|
- |
Clause No -6.3.1("Face Panels:
Particle Board
MDF/ HDF
Fibre Hardboard") |
- |
14700 |
|
Extra charges for Clause 6.3.1for IS 3087-14700 |
Clause No -6.4(Adhesive) |
- |
8000 |
|
Extra Charges for Clause 6.4 for MR-7200 & BWP-8000 |
Clause No -7.1(Construction) |
- |
0 |
|
- |
Clause No - 7.3(" MDF board or
HDF board ") |
- |
0 |
|
- |
Clause No -9.2("Workmanship and
finish") |
- |
200 |
|
- |
Clause No -10.1(tests for flush door shutters) |
- |
20000 |
|
- |
Clause No -10.2(End Immersion Test) |
- |
3400 |
|
BWP-2800, MR-600 |
Clause No -10.3(Glue Adhesion Test) |
- |
1200 |
|
Testing Charges for -24200-BWP & 22000-MR
Extra charges for Clause 6.1, 6.2, 6.3, 6.4, 6.5, 7.2 raw material as mention in remarks
20% discount to BIS
GSTIN applicable as per govt rule |
Clause No -11(SAMPLING AND CRITERIA FOR CONFORMITY) |
- |
0 |
|
- |
Clause No -12("ADDITIONAL REQUIREMENTS FOR ECO
MARK") |
- |
0 |
|
- |
Clause No - 6.1(Timber) |
- |
0 |
|
- |
Clause No -6.2(Alternative Materials (LVL) |
- |
0 |
|
- |
Clause No -6.2(Alternative Materials veneer laminated lumber (VLL)) |
- |
0 |
|
- |
Clause No -6.2(Alternative Materials medium density fibre board (MDF)) |
- |
0 |
|
- |
Clause No -6.2(Alternative Materials -plywood) |
- |
0 |
|
- |
Clause No -6.2(BWP grade flush door shutter) |
- |
0 |
|
- |
Clause No -6.3.1("Face Panels:
Particle Board
MDF/ HDF
Fibre Hardboard") |
- |
0 |
|
- |
Clause No -6.4(Adhesive) |
- |
0 |
|
- |
Clause No -7.1(Construction) |
- |
0 |
|
- |
Clause No - 7.3(" MDF board or
HDF board ") |
- |
0 |
|
- |
Clause No -9.2("Workmanship and
finish") |
- |
0 |
|
- |
Clause No -10.1(tests for flush door shutters) |
- |
0 |
|
- |
Clause No -10.2(End Immersion Test) |
- |
0 |
|
- |
Clause No -10.3(Glue Adhesion Test) |
- |
0 |
|
- |
Clause No -11(SAMPLING AND CRITERIA FOR CONFORMITY) |
- |
0 |
|
- |
Clause No -12("ADDITIONAL REQUIREMENTS FOR ECO
MARK") |
- |
0 |
|
- |
5(SIZES AND TOLERANCES) |
- |
0 |
|
- |
6.5(The swelling in thickness of the particle board, MDF
and HDF board for core) |
- |
800 |
|
Testing Charges for -24200-BWP & 22000-MR
Extra charges for Clause 6.1, 6.2, 6.3, 6.4, 6.5, 7.2 raw material as mention in remarks
20% discount to BIS
GSTIN applicable as per govt rule |
|
Complete
|
|
- |
Included w.e.f. 16.01.2024 |
15 |
IS 2202 : Part 1 (2023) |
WOODEN FLUSH DOOR SHUTTERS SOLID CORE TYPE SPECIFICATION PART 1 PLYWOOD FACE PANELS Seventh Revision |
BWP/MR/All type Designation |
-
|
24800 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
9.1(Workmanship & Finish) |
- |
100 |
|
Testing charges-22600 (MR) & 24800 (BWP)
20% discount to BIS
GSTIN applicable as per govt rule |
9.2(Workmanship & Finish) |
- |
100 |
|
- |
9.3(Workmanship & Finish) |
- |
100 |
|
- |
11.1(Dimensions - Height) |
- |
50 |
|
- |
11.1(Dimensions - Width) |
- |
50 |
|
- |
11.1(Dimensions - Thickness) |
- |
150 |
|
- |
11.1(Dimensions - Variation in thickness) |
- |
0 |
|
- |
11.1(Dimensions - Squareness) |
- |
150 |
|
- |
11.12(End immersion test) |
- |
3400 |
|
BWP-2800, MR-600 |
11.13(Knife Test) |
- |
400 |
|
- |
11.14(Glue Adhesion Test) |
- |
1200 |
|
- |
9.1(Workmanship & Finish) |
- |
0 |
|
- |
9.2(Workmanship & Finish) |
- |
0 |
|
- |
9.3(Workmanship & Finish) |
- |
0 |
|
- |
11.1(Dimensions - Height) |
- |
0 |
|
- |
11.1(Dimensions - Width) |
- |
0 |
|
- |
11.1(Dimensions - Thickness) |
- |
0 |
|
- |
11.1(Dimensions - Variation in thickness) |
- |
0 |
|
- |
11.1(Dimensions - Squareness) |
- |
0 |
|
- |
11.12(End immersion test) |
- |
0 |
|
- |
11.13(Knife Test) |
- |
0 |
|
- |
11.14(Glue Adhesion Test) |
- |
0 |
|
- |
4(GRADE) |
- |
0 |
|
- |
4(TYPE) |
- |
0 |
|
- |
5(SIZES) |
- |
0 |
|
- |
7.1.1(CONSTRUCTION-Blockboard Core) |
- |
0 |
|
Extra charges-1500 for Cl. 7.1.1 |
7.1.1(CONSTRUCTION-Blockboard Core) |
- |
0 |
|
Extra charges-1500 for Cl. 7.1.1 |
7.1.2(CONSTRUCTION-Blockboard Core) |
- |
0 |
|
Extra charges-1500 for Cl. 7.1.1 |
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) |
- |
0 |
|
- |
11.1(Dimensions and Squareness Test) |
- |
0 |
|
- |
11.1(Dimensions and Squareness Test) |
- |
0 |
|
- |
11.1(Dimensions and Squareness Test) |
- |
0 |
|
- |
11.1(Dimensions and Squareness Test) |
- |
0 |
|
- |
11.2(General Flatness Test) |
- |
600 |
|
- |
11.2(General Flatness Test) |
- |
0 |
|
- |
11.2(General Flatness Test) |
- |
0 |
|
- |
11.3(Local Planeness Test) |
- |
1250 |
|
- |
11.4(Impact Indentation Test) |
- |
1250 |
|
- |
11.4(Impact Indentation Test) |
- |
1250 |
|
- |
11.5(Flexure Test) |
- |
1250 |
|
- |
11.5(Flexure Test) |
- |
0 |
|
- |
11.6(Edge Loading Test) |
- |
1250 |
|
- |
11.6(Edge Loading Test) |
- |
0 |
|
- |
11.6(Edge Loading Test) |
- |
0 |
|
- |
11.6(Edge Loading Test) |
- |
0 |
|
- |
11.7.1(Shock Resistance Test) |
- |
1250 |
|
- |
11.7.2(Shock Resistance Test) |
- |
0 |
|
- |
11.8(Buckling Test) |
- |
1250 |
|
- |
11.8(Buckling Test) |
- |
0 |
|
- |
11.8(Buckling Test) |
- |
0 |
|
- |
11.9.2(Slamming Test) |
- |
1250 |
|
- |
11.9.3(Slamming Test) |
- |
0 |
|
- |
11.10(Misuse Test) |
- |
1250 |
|
- |
11.11(Varying Humidity Test) |
- |
7000 |
|
- |
11.11(Varying Humidity Test) |
- |
0 |
|
- |
11.12(End Immersion Test) |
- |
0 |
|
- |
11.13(Knife Test) |
- |
0 |
|
- |
11.14(Glue Adhesion Test) |
- |
0 |
|
- |
11.15(Screw Withdrawal Resistance Test) |
- |
1500 |
|
- |
11.15(Screw Withdrawal Resistance Test) |
- |
0 |
|
- |
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) |
- |
0 |
|
Extra charges for Cl. 6.1.3-800 |
Clause 6.2.1(Plywood) |
- |
0 |
|
Extra charges for Cl. 6.2.1-IS 303-4900 & IS 710-12600 |
Clause 6.2.2(Decorative plywood) |
- |
0 |
|
Extra charges for Cl. 6.2.2-4700 |
Clause 6.3(Cross-Bands) |
- |
0 |
|
Extra charges for Cl. 6.3-1500 |
Clause 6.4.1(Commercial Face
Veneers) |
- |
0 |
|
Extra charges for Cl. 6.4.1-1500 |
Clause 6.4.2(Decorative Face
Veneers) |
- |
0 |
|
Extra charges for Cl. 6.4.2-1500 |
Clause 6.6.1(Adhesives) |
- |
8000 |
|
Extra charges for Cl. 6.6.1-BWP-8000 & MR-7200 |
Clause 6.7(Particle Board) |
- |
0 |
|
Extra charges for Cl. 6.7-1200(swelling in thickness due to general absorption) |
Clause 6.8(Medium density
fibre board) |
- |
0 |
|
Extra charges for Cl. 6.8-1200(swelling in thickness due to general absorption) |
Clause 6.9(Alternative Materials) |
- |
0 |
|
Extra charges for Cl. 6.9-For IS 14616-17700, IS 16171-11700, IS 12406-13800, IS 710-12600, IS 303-4900 |
Clause 7.1(Blockboard Core) |
- |
0 |
|
Extra charges for Cl. 7.1-1500 |
Clause 7.2(Particle Board or
Medium Density Fibre) |
- |
0 |
|
- |
Clause 7.3(Stiles and Rails) |
- |
0 |
|
- |
Clause 7.4(Levelling) |
- |
100 |
|
- |
Clause 7.5(Face Panel) |
- |
0 |
|
Extra charges for Cl. 7.5-1500 |
Clause 7.6(Lipping) |
- |
100 |
|
- |
Clause 7.7(Rebating) |
- |
100 |
|
- |
Clause 7.8(Opening for Glazing) |
- |
100 |
|
- |
Clause 7.9(Venetian) |
- |
100 |
|
- |
Clause 8.1(Locks) |
- |
100 |
|
- |
Clause 9(WORKMANSHIP AND
FINISH) |
- |
0 |
|
- |
Clause 10.1(Classification of Tests) |
- |
0 |
|
- |
Clause 11.1(Dimensions and
Squareness Test) |
- |
0 |
|
- |
Clause 11.2(General Flatness Test) |
- |
0 |
|
- |
Clause 11.3(Local Planeness Test) |
- |
0 |
|
- |
Clause 11.4(Impact Indentation Test) |
- |
0 |
|
- |
Clause 11.5(Flexure Test) |
- |
0 |
|
- |
Clause 11.6(Edge Loading Test) |
- |
0 |
|
- |
Clause 11.7(Shock Resistance Test) |
- |
0 |
|
- |
Clause 11.8(Buckling Resistance Test) |
- |
0 |
|
- |
Clause 11.9(Slamming Test) |
- |
0 |
|
- |
Clause 11.10(Misuse Test) |
- |
0 |
|
- |
Clause 11.11(Varying Humidity Test) |
- |
0 |
|
- |
Clause 11.12(End Immersion Test) |
- |
0 |
|
- |
Clause 11.13(Knife Test) |
- |
0 |
|
- |
Clause 11.14(Glue Adhesion Test) |
- |
0 |
|
- |
Clause 11.15(Screw Withdrawal
Resistance Test) |
- |
0 |
|
- |
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 |
|
- |
6.3(Cross-Bands ) |
- |
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) |
- |
0 |
|
- |
11.2(General Flatness Test) |
- |
0 |
|
- |
11.3(Local Planeness Test) |
- |
0 |
|
- |
11.4(Impact Indentation Test) |
- |
0 |
|
- |
11.5(Flexure Test) |
- |
0 |
|
- |
11.6(Edge Loading Test) |
- |
0 |
|
- |
11.7(Shock Resistance Test) |
- |
0 |
|
- |
11.8(Buckling Resistance Test) |
- |
0 |
|
- |
11.9(Slamming Test) |
- |
0 |
|
- |
11.1(Misuse Test) |
- |
0 |
|
- |
11.11(Varying Humidity Test) |
- |
0 |
|
- |
11.12(End Immersion Test) |
- |
0 |
|
- |
11.13(Knife Test) |
- |
0 |
|
- |
11.14(Glue Adhesion Test) |
- |
0 |
|
- |
11.15(Screw Withdrawal Resistance Test) |
- |
0 |
|
- |
14(Marking ) |
- |
0 |
|
- |
9.1(Workmanship & Finish) |
- |
0 |
|
- |
9.2(Workmanship & Finish) |
- |
0 |
|
- |
9.3(Workmanship & Finish) |
- |
0 |
|
- |
11.1(Dimensions - Height) |
- |
0 |
|
- |
11.1(Dimensions - Width) |
- |
0 |
|
- |
11.1(Dimensions - Thickness) |
- |
0 |
|
- |
11.1(Dimensions - Variation in thickness) |
- |
0 |
|
- |
11.1(Dimensions - Squareness) |
- |
0 |
|
- |
11.12(End immersion test) |
- |
0 |
|
- |
11.13(Knife Test) |
- |
0 |
|
- |
11.14(Glue Adhesion Test) |
- |
0 |
|
- |
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) |
- |
0 |
|
- |
11.1(Dimensions and Squareness Test) |
- |
0 |
|
- |
11.1(Dimensions and Squareness Test) |
- |
0 |
|
- |
11.1(Dimensions and Squareness Test) |
- |
0 |
|
- |
11.1(Dimensions and Squareness Test) |
- |
0 |
|
- |
11.2(General Flatness Test) |
- |
0 |
|
- |
11.2(General Flatness Test) |
- |
0 |
|
- |
11.2(General Flatness Test) |
- |
0 |
|
- |
11.3(Local Planeness Test) |
- |
0 |
|
- |
11.4(Impact Indentation Test) |
- |
0 |
|
- |
11.4(Impact Indentation Test) |
- |
0 |
|
- |
11.5(Flexure Test) |
- |
0 |
|
- |
11.5(Flexure Test) |
- |
0 |
|
- |
11.6(Edge Loading Test) |
- |
0 |
|
- |
11.6(Edge Loading Test) |
- |
0 |
|
- |
11.6(Edge Loading Test) |
- |
0 |
|
- |
11.6(Edge Loading Test) |
- |
0 |
|
- |
11.7.1(Shock Resistance Test) |
- |
0 |
|
- |
11.7.2(Shock Resistance Test) |
- |
0 |
|
- |
11.8(Buckling Test) |
- |
0 |
|
- |
11.8(Buckling Test) |
- |
0 |
|
- |
11.8(Buckling Test) |
- |
0 |
|
- |
11.9.2(Slamming Test) |
- |
0 |
|
- |
11.9.3(Slamming Test) |
- |
0 |
|
- |
11.10(Misuse Test) |
- |
0 |
|
- |
11.11(Varying Humidity Test) |
- |
0 |
|
- |
11.11(Varying Humidity Test) |
- |
0 |
|
- |
11.12(End Immersion Test) |
- |
0 |
|
- |
11.13(Knife Test) |
- |
0 |
|
- |
11.14(Glue Adhesion Test) |
- |
0 |
|
- |
11.15(Screw Withdrawal Resistance Test) |
- |
0 |
|
- |
11.15(Screw Withdrawal Resistance Test) |
- |
0 |
|
- |
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) |
- |
0 |
|
- |
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) |
- |
0 |
|
- |
Clause 11.2(General Flatness Test) |
- |
0 |
|
- |
Clause 11.3(Local Planeness Test) |
- |
0 |
|
- |
Clause 11.4(Impact Indentation Test) |
- |
0 |
|
- |
Clause 11.5(Flexure Test) |
- |
0 |
|
- |
Clause 11.6(Edge Loading Test) |
- |
0 |
|
- |
Clause 11.7(Shock Resistance Test) |
- |
0 |
|
- |
Clause 11.8(Buckling Resistance Test) |
- |
0 |
|
- |
Clause 11.9(Slamming Test) |
- |
0 |
|
- |
Clause 11.10(Misuse Test) |
- |
0 |
|
- |
Clause 11.11(Varying Humidity Test) |
- |
0 |
|
- |
Clause 11.12(End Immersion Test) |
- |
0 |
|
- |
Clause 11.13(Knife Test) |
- |
0 |
|
- |
Clause 11.14(Glue Adhesion Test) |
- |
0 |
|
- |
Clause 11.15(Screw Withdrawal
Resistance Test) |
- |
0 |
|
- |
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 |
|
- |
6.3(Cross-Bands ) |
- |
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) |
- |
0 |
|
- |
11.2(General Flatness Test) |
- |
0 |
|
- |
11.3(Local Planeness Test) |
- |
0 |
|
- |
11.4(Impact Indentation Test) |
- |
0 |
|
- |
11.5(Flexure Test) |
- |
0 |
|
- |
11.6(Edge Loading Test) |
- |
0 |
|
- |
11.7(Shock Resistance Test) |
- |
0 |
|
- |
11.8(Buckling Resistance Test) |
- |
0 |
|
- |
11.9(Slamming Test) |
- |
0 |
|
- |
11.1(Misuse Test) |
- |
0 |
|
- |
11.11(Varying Humidity Test) |
- |
0 |
|
- |
11.12(End Immersion Test) |
- |
0 |
|
- |
11.13(Knife Test) |
- |
0 |
|
- |
11.14(Glue Adhesion Test) |
- |
0 |
|
- |
11.15(Screw Withdrawal Resistance Test) |
- |
0 |
|
- |
14(Marking ) |
- |
0 |
|
- |
|
Complete
|
|
- |
Included w.e.f. 16.01.2024 |
16 |
IS 13801 (2013) |
Chequered Cement Concrete Tiles - |
All |
-
|
7350 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
(Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.) |
- |
600 |
|
Complete Testing Charges-7350
20% discount to BIS
GSTIN Applicable as per govt rule |
Cl 12.1(Concavity & Convexity ) |
- |
750 |
|
- |
Cl 12.2(Longest gap between the arms of the square and the edge of the title shall not exceed 2 percent of the length.) |
- |
750 |
|
- |
Cl 12.3(Shall not exceed 1 percent of the length of the edge.) |
- |
750 |
|
- |
Cl 12.4(Water absorption) |
- |
1000 |
|
- |
Cl 12.5(Wet transverse strength) |
- |
1000 |
|
- |
Cl 12.6(Resistance to wear) |
- |
2000 |
|
- |
Cl 11(Finish) |
- |
500 |
|
GSTIN applicable as per govt rule
20% discount to BIS |
(Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.) |
- |
0 |
|
- |
Cl 12.1(Concavity & Convexity ) |
- |
0 |
|
- |
Cl 12.2(Longest gap between the arms of the square and the edge of the title shall not exceed 2 percent of the length.) |
- |
0 |
|
- |
Cl 12.3(Shall not exceed 1 percent of the length of the edge.) |
- |
0 |
|
- |
Cl 12.4(Water absorption) |
- |
0 |
|
- |
Cl 12.5(Wet transverse strength) |
- |
0 |
|
- |
Cl 12.6(Resistance to wear) |
- |
0 |
|
- |
Cl 11(Finish) |
- |
0 |
|
- |
8.3(Thickness of wearing layer) |
- |
0 |
|
- |
|
Complete
|
|
- |
- |
17 |
IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
All |
-
|
21700 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Clause 3.20(Spacer nibs) |
- |
0 |
|
(19700 without optional test, 21700 with optional test)
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.1.1
(General Quality) |
- |
400 |
|
Spacer nibs charges included
20% discount to BIS
GSTIN extra as per govt rule |
Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
400 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.1.3
(Colour and Texture) |
- |
0 |
|
Charges Included in Visual inspection
20% discount to BIS
GSTIN extra as per govt rule |
Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
0 |
|
Charges Included in Visual inspection
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
500 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
500 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher) |
- |
250 |
|
20% discount to BIS
GSTIN extra as per govt rule |
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower) |
- |
250 |
|
20% discount to BIS
GSTIN extra as per govt rule |
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
400 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
200 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
500 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
500 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
500 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
400 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
500 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
2000 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)( Indivdual Compressive strength) |
- |
3200 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
2000 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
2300 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength ) |
- |
2400 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength ) |
- |
2400 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.3, Annex G(Individual Breaking Load) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.3, Annex G(Average Breaking Load) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
500 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
500 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
500 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles) |
- |
500 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
|
Complete
|
|
- |
Amendment No. 1 included w.e.f. 10-04-2023 |
18 |
IS 12406 (2021) |
Medium density fibre boards for general purpose - Specification |
Grade 1 & Grade 2 |
-
|
13800 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Clauses 5.2, 9 and 10.2.2(Density) |
- |
600 |
|
(For Exterior Grade, Grade-1-13800 & Interior Grade, Grade-2-10800)
20% discount to BIS
GSTIN extra applicable as per govt. rule |
Clauses 5.2, 9 and 10.2.2(Variation from mean density) |
- |
0 |
|
20% discount to BIS
GSTIN extra applicable as per govt. rule |
Clauses 5.2, 9 and 10.2.2(Moisture Content) |
- |
600 |
|
20% discount to BIS
GSTIN extra applicable as per govt. rule |
Clauses 5.2, 9 and 10.2.2(Variation from mean moisture content) |
- |
0 |
|
20% discount to BIS
GSTIN extra applicable as per govt. rule |
Clauses 5.2, 9 and 10.2.2(Linear expansion
(Thickness Swelling in Water)
Due to general Absorption after 24h soaking) |
- |
3000 |
|
20% discount to BIS
GSTIN extra applicable as per govt. rule |
Clauses 5.2, 9 and 10.2.2(Internal Bond Strength) |
- |
1000 |
|
20% discount to BIS
GSTIN extra applicable as per govt. rule |
Clauses 5.2, 9 and 10.2.2(Internal Bond strength
(i) (After Cyclic test)
(ii) (After accelerated water resistance test)) |
- |
3000 |
|
20% discount to BIS
GSTIN extra applicable as per govt. rule |
Clauses 5.2, 9 and 10.2.2(Modulus of Rupture
a) Avg. Value
b) Min. Individual) |
- |
500 |
|
20% discount to BIS
GSTIN extra applicable as per govt. rule |
Clauses 5.2, 9 and 10.2.2(Modulus of Elasticity
a) Avg. Value
b) Min. Individual) |
- |
500 |
|
20% discount to BIS
GSTIN extra applicable as per govt. rule |
Clauses 5.2, 9 and 10.2.2(Screw withdrawl strength
(i) Face
(ii) Edge (For thickness >12mm)) |
- |
2000 |
|
20% discount to BIS
GSTIN extra applicable as per govt. rule |
Clauses 5.2, 9 and 10.2.2(Formaldehyde Content
(i) For Formaldehyde Class, E1
(ii) For Formaldehyde Class, E2) |
- |
2000 |
|
20% discount to BIS
GSTIN extra applicable as per govt. rule |
5 Table 1(DIMENSIONS) |
- |
600 |
|
20% discount to BIS
GSTIN extra applicable as per govt. rule |
|
Complete
|
|
- |
Excluding Table-3 (xii) Steady-State Formaldehyde Emission |
19 |
IS 10701 (2012) |
Structural plywood - Specification (First Revision) |
- |
-
|
17650 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Clause 11.2(Moisture content) |
- |
400 |
|
20% discount for BIS
GSTIN extra as per govt rule |
11.3(Glue Shear strength in dry state) |
- |
1000 |
|
20% discount for BIS
GSTIN extra as per govt rule |
11.4.1(Resistance to Water) |
- |
2500 |
|
20% discount for BIS
GSTIN extra as per govt rule |
11.5(Resistance to Micro-organisms) |
- |
2800 |
|
20% discount for BIS
GSTIN extra as per govt rule |
11.6(Tensile Strength) |
- |
1000 |
|
20% discount for BIS
GSTIN extra as per govt rule |
11.7.1(Compressive Strength, Bending Strength, Panel Shear Strength, Plate Shear Strength and Rolling Shear Strngth) |
- |
6150 |
|
20% discount for BIS
GSTIN extra as per govt rule |
11.8(Wet Bending Strength) |
- |
2000 |
|
20% discount for BIS
(Retention of preservative-1000) |
|
Complete
|
|
- |
- |
20 |
IS 12894 (2002) |
Pulverized fuel ash - Lime bricks - Specification |
All |
-
|
7250 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
3.1(General Requirements) |
- |
100 |
|
20% discount for BIS
GSTIN extra as per govt rule |
3.2(General Requirements) |
- |
200 |
|
20% discount for BIS
GSTIN extra as per govt rule |
3.3(General Requirements) |
- |
0 |
|
20% discount for BIS
GSTIN extra as per govt rule |
3.4(General Requirements) |
- |
100 |
|
20% discount for BIS
GSTIN extra as per govt rule |
3.5(General Requirements) |
- |
100 |
|
20% discount for BIS
GSTIN extra as per govt rule |
5.1(Dimensions) |
- |
1000 |
|
20% discount for BIS
GSTIN extra as per govt rule |
7.1, Table -1(Average Wet Compressive Strength) |
- |
1500 |
|
20% discount for BIS
GSTIN extra as per govt rule |
7.2(Drying Shrinkage) |
- |
1500 |
|
20% discount for BIS
GSTIN extra as per govt rule |
7.3(Efflorescence Test) |
- |
2000 |
|
20% discount for BIS
GSTIN extra as per govt rule |
7.4(Water Absorption) |
- |
750 |
|
20% discount for BIS
GSTIN extra as per govt rule |
|
Complete
|
|
- |
- |
21 |
IS 13757 (1993) |
Burnt Clay Fly Ash Building Bricks-specification |
All |
-
|
5750 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.0(GENERAL QUALITY) |
- |
500 |
|
20% discount for BIS
GSTIN extra as per govt rule |
6.1(Dimensions) |
- |
1000 |
|
20% discount for BIS
GSTIN extra as per govt rule |
6.2(Tolerances) |
- |
0 |
|
20% discount for BIS
GSTIN extra as per govt rule |
7.1(Compressive Strength) |
- |
1500 |
|
20% discount for BIS
GSTIN extra as per govt rule |
7.2(Water Absorption) |
- |
750 |
|
20% discount for BIS
GSTIN extra as per govt rule |
7.3(Efforescence) |
- |
2000 |
|
20% discount for BIS
GSTIN extra as per govt rule |
|
Complete
|
|
- |
- |
22 |
IS 16720 (2018) |
Pulverized Fuel Ash-Cement Bricks- Specification |
All |
-
|
5750 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.1 and fig.1A &1B(Dimensions- Length (L) ) |
- |
300 |
|
20% discount for BIS
GSTIN extra as per govt rule |
4.1 and fig.1A &1B(Dimensions- Width (B) ) |
- |
300 |
|
20% discount for BIS
GSTIN extra as per govt rule |
4.1 and fig.1A &1B(Dimensions- Height (H)) |
- |
300 |
|
20% discount for BIS
GSTIN extra as per govt rule |
4.1 & 4.3 and fig.1A &1B(Dimensions - Depth) |
- |
100 |
|
20% discount for BIS
GSTIN extra as per govt rule |
4.1 and fig.1A &1B(Dimensions) |
- |
0 |
|
20% discount for BIS
GSTIN extra as per govt rule |
5 and Tanle 1 (CLASSIFICATION) |
- |
0 |
|
20% discount for BIS
GSTIN extra as per govt rule |
8.1(GENERAL) |
- |
500 |
|
20% discount for BIS
GSTIN extra as per govt rule |
8.3(Density
Annex C of IS 2185 (Part 1)) |
- |
500 |
|
20% discount for BIS
GSTIN extra as per govt rule |
8.4 and Table 1(Compressive Strength - Individual
IS 3495 (Part 1)) |
- |
1500 |
|
20% discount for BIS
GSTIN extra as per govt rule |
8.5(Drying Shrinkage
IS 4139) |
- |
1500 |
|
20% discount for BIS
GSTIN extra as per govt rule |
8.6(Water Absorption
IS 3495 (Part 2)) |
- |
750 |
|
20% discount for BIS
GSTIN extra as per govt rule |
|
Complete
|
|
- |
- |
23 |
IS 1237 (2012) |
Cement Concrete Flooring Tiles - Specification |
- |
-
|
7350 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer) |
- |
600 |
|
20% discount for BIS
GSTIN extra as per govt rule |
Cl 11(Suface Finish) |
- |
500 |
|
20% discount for BIS
GSTIN extra as per govt rule |
Cl 12.2(Concavity & Convexity ) |
- |
750 |
|
20% discount for BIS
GSTIN extra as per govt rule |
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.) |
- |
750 |
|
20% discount for BIS
GSTIN extra as per govt rule |
Cl 12.4(Shall not exceed 1 percent of the length of the edge.) |
- |
750 |
|
20% discount for BIS
GSTIN extra as per govt rule |
Cl 12.5(Water absorption) |
- |
1000 |
|
20% discount for BIS
GSTIN extra as per govt rule |
Cl 12.6(Wet transverse strength ) |
- |
1000 |
|
20% discount for BIS
GSTIN extra as per govt rule |
Cl 12.7(Resistance to wear) |
- |
2000 |
|
20% discount for BIS
GSTIN extra as per govt rule |
|
Complete
|
|
- |
- |
24 |
IS 15558 (2005) |
Mini domestic water heater for use with LPG - Specification |
All |
-
|
11000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.1.1(Construction) |
- |
50 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
4.1.2(Construction) |
- |
50 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
4.1.3(Construction) |
- |
50 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
4.1.4(Construction) |
- |
50 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
4.1.5(Construction) |
- |
50 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
4.1.6(Construction) |
- |
50 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
4.1.7(Construction) |
- |
50 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
4.1.8(Construction) |
- |
50 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
4.1.9(Construction) |
- |
50 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
4.1.10(Construction) |
- |
50 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
4.1.11(Construction) |
- |
50 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
4.1.12(Construction) |
- |
50 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
5.1(Materials) |
- |
0 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
5.2(Materials) |
- |
200 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
5.3(Materials) |
- |
100 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
5.4(Materials) |
- |
200 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
5.5(Materials) |
- |
0 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
6.1(Connections) |
- |
100 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
6.2(Connections) |
- |
200 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
6.3(Connections) |
- |
100 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
6.4(Connections) |
- |
200 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
6.5(Connections) |
- |
200 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
6.6(Gas Inlet Connections) |
- |
200 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
7(Flame Visibility) |
- |
100 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
8(Gas Taps) |
- |
200 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
9(Flame Failure Device) |
- |
200 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
10(Ignition Device) |
- |
100 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
11(Protection Against Accidental Overheating) |
- |
500 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
12(Water Rate Adjuster) |
- |
500 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
14(Gas Soundness) |
- |
200 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
15(Water Soundness) |
- |
300 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
16(Thermal Efficiency) |
- |
1500 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
17(Combustion) |
- |
500 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
18(Gas Consumption) |
- |
2000 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
19.1(Ignition and flame travel) |
- |
100 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
19.2(Ignition and flame travel) |
- |
150 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
19.3(Ignition and flame travel) |
- |
150 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
20(Flame Stability) |
- |
200 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
21(Noise Control) |
- |
200 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
22(Flash Back) |
- |
300 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
23(Resistance to Draught) |
- |
300 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
24(Fire Hazard And Limiting Temperature ) |
- |
400 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
25(Time For Temperature Rise) |
- |
500 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
26(Hot Water Output Test) |
- |
500 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
27(Marking) |
- |
0 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
|
Complete
|
|
- |
- |
25 |
IS 4246 (2002) |
Domestic gas stoves for use with liquefied petroleum gases - Specification (Fifth Revision) |
All |
-
|
21450 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
24 (Annex - E)(Combustion (CO and CO2 ratio)) |
- |
900 |
|
20% discount for BIS
GSTIN extra as per Govt rule |
|
Complete
|
|
- |
- |
26 |
IS 15658 (2006) |
Precast concrete blocks for paving - Specification |
- |
-
|
19700 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6.1.2(Physical requirement) |
- |
100 |
|
20% discount for BIS |
6.1.3(Physical requirement) |
- |
100 |
|
20% discount for BIS |
6.1.4(Physical requirement) |
- |
100 |
|
20% discount for BIS |
6.2.1 & 7.1(VISUAL INSPECTION) |
- |
100 |
|
20% discount for BIS |
B-1.3.1(MEAN INDIVIDUAL WIDTH (of all eight test specimens), W) |
- |
400 |
|
20% discount for BIS |
B-5(AVERAGE WIDTH (Average for eight test specimens), W) |
- |
100 |
|
20% discount for BIS |
B-1.3.1(MEAN INDIVIDUAL WIDTH (of all eight test specimens), W) |
- |
400 |
|
20% discount for BIS |
B-5(AVERAGE WIDTH (Average for eight test specimens), W) |
- |
100 |
|
20% discount for BIS |
B-1.3.1(MEAN INDIVIDUAL LENGTH (of all eight test specimens), L) |
- |
400 |
|
20% discount for BIS |
B-5(AVERAGE LENGTH (Average for eight test specimens), L) |
- |
100 |
|
20% discount for BIS |
Table 1(MINIMUM PAVER BLOCK THICKNESS) |
- |
200 |
|
20% discount for BIS |
B-1.3.2(MEAN INDIVIDUAL THICKNESS (of all eight test specimens), T) |
- |
200 |
|
20% discount for BIS |
B-5(AVERAGE THICKNESS (Average for eight test specimens), T) |
- |
100 |
|
20% discount for BIS |
B-1.3.3(INDIVIDUAL ASPECT RATIO (L/T) (of all eight test specimens)) |
- |
400 |
|
20% discount for BIS |
B-5(AVERAGE ASPECT RATIO (L/T) (for eight test specimens)) |
- |
100 |
|
20% discount for BIS |
B-2.3(INDIVIDUAL ARRIS/CHAMFER (of all eight test specimens)) |
- |
500 |
|
20% discount for BIS |
B-5(AVERAGE ARRIS/CHAMFER (for eight test specimens)) |
- |
100 |
|
20% discount for BIS |
B-2.3(INDIVIDUAL ARRIS/CHAMFER (of all eight test specimens)) |
- |
500 |
|
20% discount for BIS |
B-5(AVERAGE ARRIS/CHAMFER (for eight test specimens)) |
- |
100 |
|
20% discount for BIS |
B-5(INDIVIDUAL PLAN AREA, ASP (of all eight test specimens) ) |
- |
600 |
|
20% discount for BIS |
B-5(AVERAGE PLAN AREA, ASP (for eight test specimens)) |
- |
100 |
|
20% discount for BIS |
B-5(INDIVIDUAL WEARING FACE AREA, Asw (of all eight test specimens)) |
- |
600 |
|
20% discount for BIS |
B-5(AVERAGE WEARING FACE AREA, Asw (for eight test specimens)) |
- |
100 |
|
20% discount for BIS |
B- 4.3(MEAN INDIVIDUAL SQUARENESS (of all eight test specimens) ) |
- |
600 |
|
20% discount for BIS |
B-5(AVERAGE SQUARENESS (for eight test specimens)) |
- |
100 |
|
20% discount for BIS |
6.2.3(THICKNESS OF WEARING LAYER, if the sample is Double Layered (for eight test specimens)) |
- |
0 |
|
20% discount for BIS |
6.2.4(WATER ABSORPTION TEST (Average for three test specimens)) |
- |
1400 |
|
20% discount for BIS |
6.2.4(WATER ABSORPTION TEST (Average for three test specimens)) |
- |
100 |
|
20% discount for BIS |
6.2.5(AVERAGE COMPRESSIVE STRENGTH (Average for eight test specimens) ) |
- |
100 |
|
20% discount for BIS |
6.2.5(AVERAGE COMPRESSIVE STRENGTH (Average for eight test specimens)) |
- |
100 |
|
20% discount for BIS |
6.2.5.1(INDIVIDUAL COMPRESSIVE STRENGTH (Individual strength of eight test specimen)) |
- |
3000 |
|
20% discount for BIS |
6.2.6(ABRASION RESISTANCE, Dry Condition (For all eight test specimens)) |
- |
1800 |
|
20% discount for BIS |
6.2.6(ABRASION RESISTANCE, Dry Condition (For all eight test specimens)) |
- |
200 |
|
20% discount for BIS |
6.2.6(ABRASION RESISTANCE, Wet Condition (For all eight test specimens)) |
- |
1800 |
|
20% discount for BIS |
6.2.6(ABRASION RESISTANCE, Wet Condition (For all eight test specimens)) |
- |
200 |
|
20% discount for BIS |
6.2.7(INDIVIDUAL TENSILE SPLITTING STRENGTH (Individual strength of eight test specimen )) |
- |
2000 |
|
20% discount for BIS |
6.2.7(AVERAGE TENSILE SPLITTING STRENGTH (for eight test specimen )) |
- |
200 |
|
20% discount for BIS |
Annex G-7(INDIVIDUAL FAILURE LOAD/UNIT LENGTH (Individual Failure Load of eight test specimen )) |
- |
200 |
|
20% discount for BIS |
6.2.8(INDIVIDUAL FLEXURAL STRENGTH (Individual strength of eight test specimen )) |
- |
2000 |
|
20% discount for BIS |
6.2.8(AVERAGE FLEXURAL STRENGTH (Average strength of eight test specimen )) |
- |
100 |
|
20% discount for BIS |
Annex-G-7(INDIVIDUAL BREAKING LOAD (Individual Load of eight test specimen )) |
- |
200 |
|
20% discount for BIS |
Annex-G-7(AVERAGE BREAKING LOAD) |
- |
100 |
|
20% discount for BIS
GSTIN extra as per govt rule |
|
Complete
|
|
- |
Amendment 3 & 4 included w.e.f. 21-07-2020. |
27 |
IS 5509 (2021) |
Fire Retardant Plywood - Specification ( Third Revision ) |
- |
-
|
10100 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
8.3 (Table 1)(b) 6 mm and above) |
- |
400 |
|
20% discount for BIS |
|
Complete
|
|
- |
- |
28 |
IS 456 (2000) |
Plain and reinforced concrete - Code of practice (Fourth Revision) |
Water for Costruction Purpose |
-
|
6000 View breakup
Rs.4000/- for water for construction purpose
Rs. 2000/- for concrete cube testing
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.4-(a)-IS: 3025 (P-22)(Volume of 0.02 N NaOH to neutralized 100 ml of water using phenolphthalein indicator) |
- |
500 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Cl 5.4 (b)(Alkalinity) |
- |
500 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Cl 5.4 (a)(Acidity) |
- |
500 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Cl 5.4 Table 1 (i)(Organic Solids) |
- |
500 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Cl 5.4 Table 1 (ii)(Inorganic Solids) |
- |
500 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Cl 5.4 Table 1 (iii)(Sulphate) |
- |
500 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Cl 5.4 Table 1 (iv)(Chloride) |
- |
500 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Cl 5.4 Table 1 (v)(Suspended Matter) |
- |
500 |
|
20% discount to BIS
GSTIN extra as per govt rule |
Cl 5.4 .2(pH) |
- |
500 |
|
20% discount to BIS
GSTIN extra as per govt rule |
16.1(Average Compressive Strength) |
- |
200 |
|
20% discount to BIS
GSTIN extra as per govt rule |
16.1(Compressive Strength of Individual Samples ) |
- |
600 |
|
20% discount to BIS
GSTIN extra as per govt rule |
16.1(Compressive Strength of Individual Samples ) |
- |
600 |
|
20% discount to BIS
GSTIN extra as per govt rule |
16.1(Compressive Strength of Individual Samples ) |
- |
600 |
|
(Construction Water-4000 & Compressive Strength-2000)
20% discount to BIS
GSTIN extra as per govt rule |
|
Complete
|
|
- |
Only for water for construction purpose as per cl.5.4 |
29 |
IS 4990 (2011) |
Plywood for concrete shuttering works - Specification (Third Revision) |
BWP/CS,CSC,CSFF |
-
|
13100 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.0(Types) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per govt rule |
7.2(DIMENSIONS &
TOLERANCES
) |
- |
50 |
|
20 % discount to BIS |
7.2(DIMENSIONS &
TOLERANCES
) |
- |
50 |
|
20 % discount to BIS |
7.3(DIMENSIONS &
TOLERANCES
) |
- |
80 |
|
20 % discount to BIS |
7.4(DIMENSIONS &
TOLERANCES
) |
- |
80 |
|
20 % discount to BIS |
7.4(DIMENSIONS &
TOLERANCES
) |
- |
80 |
|
20 % discount to BIS |
8.1(WORKMANSHIP AND FINISH ) |
- |
30 |
|
20 % discount to BIS |
8.3(WORKMANSHIP AND FINISH ) |
- |
30 |
|
20 % discount to BIS |
10.1.1(MOISTURE CONTENT) |
- |
400 |
|
20 % discount to BIS |
10.1.2, 10.1.2.1 (Table-1)(GLUE ADHESION IN DRY STATE) |
- |
600 |
|
20 % discount to BIS |
10.1.2, 10.1.2.2(GLUE ADHESION IN DRY STATE) |
- |
400 |
|
20 % discount to BIS |
10.1.3, 10.1.3.1.1 (Table-1)(RESISTANCE TO WATER TEST) |
- |
1500 |
|
20 % discount to BIS |
10.1.3, 10.1.3.1.2(RESISTANCE TO WATER TEST) |
- |
900 |
|
20 % discount to BIS |
10.1.4(RESISTANCE TO WATER TEST) |
- |
600 |
|
20 % discount to BIS |
10.1.5(MYCOLOGICAL TEST ) |
- |
1800 |
|
20 % discount to BIS |
10.1.5, 10.1.5.1 (Table-1)(MYCOLOGICAL TEST ) |
- |
600 |
|
20 % discount to BIS |
10.1.5.2(MYCOLOGICAL TEST ) |
- |
400 |
|
20 % discount to BIS |
10.1.6(TENSILE STRENGTH) |
- |
1000 |
|
20 % discount to BIS |
10.1.7 (Table-2)(STATIC BENDING STRENGTH) |
- |
750 |
|
20 % discount to BIS |
10.1.7 (Table-2)(STATIC BENDING STRENGTH) |
- |
750 |
|
20 % discount to BIS |
10.1.8 (Table-3)(WET BENDING STRENGTH) |
- |
1000 |
|
20 % discount to BIS |
10.1.8 (Table-3)(WET BENDING STRENGTH) |
- |
1000 |
|
20 % discount to BIS |
10.1.9(RETENTION OF PRESERVATIVE) |
- |
1000 |
|
20 % discount to BIS |
12, 12.1(MARKING) |
- |
0 |
|
20 % discount to BIS |
12, 12.2(MARKING) |
- |
0 |
|
20 % discount to BIS |
|
Complete
|
|
- |
- |
30 |
IS 383 (2016) |
Coarse and Fine Aggregate for Concrete - Specification (Third Revision) |
Coarse & Fine |
-
|
12750 View breakup
Coarse -Rs.12750/-, Fine-Rs.9750/-. (Additional test Rs.3600/- for manufactured aggregates)
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value) |
- |
1000 |
|
(For Coarse Aggregate-12750, Fine Aggregate-9750)
20 % discount to BIS
GSTIN extra as per Government Rule |
5.4.2(a)( Aggregates Impact Value) |
- |
500 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
5.4.3(a)( Aggregate Abrasion Value) |
- |
500 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
6.1-Table 7(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Nominal Size of aggregate) |
- |
800 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
6.3-Table 9(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Grading Zone) |
- |
800 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
6.4-Table 10(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Nominal Size ) |
- |
800 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
5.4.2(b)( Aggregates Impact Value) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve ) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve ) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve ) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve ) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve ) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve ) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve ) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve ) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve ) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
6.2-Table 7(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Nominal Size of aggregate) |
- |
800 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
6.2-Table 7(vi)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 12.5 mm sieve) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
6.2-Table 7(vii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 10 mm sieve) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve ) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve ) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve ) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve ) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve ) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve ) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve ) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
6.4-Table 10(i)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 80mm Sieve ) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
6.4-Table 10(ii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 40mm Sieve ) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
6.4-Table 10(iii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 20mm Sieve ) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
6.4-Table 10(iv)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 4.75mm Sieve ) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
6.4-Table 10(v)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 600µm Sieve ) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
6.4-Table 10(vi)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 150µm Sieve ) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate)) |
- |
600 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate)) |
- |
750 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate)) |
- |
750 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate)) |
- |
750 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate)) |
- |
1800 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
5.5-IS: 2386 (P-5)(Soundness (fine aggregate)) |
- |
1500 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
5.2- TABLE-2- (Note-3) IS-2386 (P-2)(Mica content (fine aggregate)) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate)) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate)) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate)) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate)) |
- |
1800 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate)) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate )) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate )) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate)) |
- |
600 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate)) |
- |
750 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
5.7-Table-3-(III) BN EN: 1744(Water soluble chloride content (coarse aggregate)) |
- |
750 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate)) |
- |
750 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate)) |
- |
1500 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate)) |
- |
1000 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate)) |
- |
1800 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate)) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate)) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate )) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate )) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate)) |
- |
1800 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
Clause 5.7- Table 3 (i) (TotalAlkali content as Na2O equivalent ) |
- |
1000 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
Clause 5.1(General) |
- |
0 |
|
20 % discount to BIS
GSTIN extra as per Government Rule |
|
Complete
|
|
- |
- |