1 |
IS 1364 : Part 2 (2023) |
Hexagon head bolts screws and nuts of product grades A and B Part 2 Hexagon head screws (Size range M1.6 to M64 ) (Sixth revision of IS 1364 (Part 2)) |
- |
-
|
19800 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl-4(Dimensions) |
- |
6500 |
|
For complete dimension and qualitative tests |
Cl-5, Table-5(General requirements) |
- |
6500 |
|
For complete dimension and qualitative tests |
Cl-5, Table-5(Thread-Tolerance class) |
- |
6500 |
|
For complete dimension and qualitative tests |
Cl-5, Table-5(Mechanical properties-Steel) |
- |
10800 |
|
For complete mechanical test |
Cl-5, Table-5(Mechanical properties-Stainless steel) |
- |
10800 |
|
For complete mechanical test |
Cl-5, Table-5(Tolerances- Product grade) |
- |
6500 |
|
For complete dimension and qualitative tests |
Cl-5, Table-5(Surface condition -Electroplated coatings) |
- |
2500 |
|
- |
Cl-5, Table-5(Surface condition- Non-electrolytically applied zinc flake) |
- |
2500 |
|
- |
Cl-5, Table-5(Surface condition - Hot dip galvanized coatings) |
- |
2500 |
|
- |
Cl-5, Table-5("Surface integrity
-Limits for surface discontinuities") |
- |
2500 |
|
- |
Cl-6(Marking) |
- |
6500 |
|
For complete dimension and qualitative tests |
|
Complete
|
|
- |
Included w.e.f. 18.09.2024 |
2 |
IS 4990 (2024) |
PLYWOOD FOR CONCRETE SHUTTERING WORKS SPECIFICATION (Fourth Revision) |
- |
-
|
15000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl-5.1(Timber) |
- |
15000 |
|
For Complete Testing |
Cl-5.2(Adhesives for Bonding of Veneers) |
- |
15000 |
|
For Complete Testing |
Cl-6.1(Manufacture) |
- |
15000 |
|
For Complete Testing |
Cl-6.2(Manufacture ( Thickness of veneers)) |
- |
15000 |
|
For Complete Testing |
Cl-6.3(Manufacture ( Physical and mechanical properties of veneers)) |
- |
15000 |
|
For Complete Testing |
Cl-6.4, 6.7(Manufacture (Plywood for concrete shuttering)) |
- |
15000 |
|
For Complete Testing |
Cl-6.5(Manufacture (Scarf joints)) |
- |
15000 |
|
For Complete Testing |
Cl-6.6(Manufacture ( Preservative treatment)) |
- |
15000 |
|
For Complete Testing |
Cl-7.1(Dimensions (length, width)) |
- |
15000 |
|
For Complete Testing |
Cl-7.2(Thickness) |
- |
15000 |
|
For Complete Testing |
Cl-7.3(Squareness and Edge Straightness) |
- |
15000 |
|
For Complete Testing |
Cl-8.1, 8.2(Workmanship and finish) |
- |
15000 |
|
For Complete Testing |
Cl-10.3(Moisture Content) |
- |
15000 |
|
For Complete Testing |
Cl-10.4.1(Glue Adhesion in Dry State - Glue Shear Strength) |
- |
15000 |
|
For Complete Testing |
Cl-10.4.2(Glue Adhesion in Dry State - Adhesion of Plies) |
- |
15000 |
|
For Complete Testing |
Cl-10.5, 10.5.1(Resistance to Water Test) |
- |
15000 |
|
For Complete Testing |
Cl-10.5.1.1(Water Resistance Test-Glue shear strength) |
- |
15000 |
|
For Complete Testing |
Cl-10.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
15000 |
|
For Complete Testing |
Cl-10.5.2(Water Resistance Test (Alternate method)) |
- |
15000 |
|
For Complete Testing |
Cl-10.6(Water resistance test (Concrete shuttering Plywood)) |
- |
15000 |
|
For Complete Testing |
Cl-10.7.1, Table-2(Mycological Test- Glue shear strengt) |
- |
15000 |
|
For Complete Testing |
Cl-10.7.2(Mycological Test- Adhesion of plies) |
- |
15000 |
|
For Complete Testing |
Cl-10.8(Tensile Strength) |
- |
15000 |
|
For Complete Testing |
Cl-10.9, Table-3("Static Bending Strength
-Modulus of Elasticity (MOE),") |
- |
15000 |
|
For Complete Testing |
Cl-10.9, Table-3("Static Bending Strength-
Modulus of Rupture (MOR), ") |
- |
15000 |
|
For Complete Testing |
Cl-10.10, Table-4(Wet Bending Strength -Modulus of Elasticity (MOE),) |
- |
15000 |
|
For Complete Testing |
Cl-10.10, Table-4(Wet Bending Strength - Modulus of Rupture (MOR),) |
- |
15000 |
|
For Complete Testing |
Cl-10.11(Retention of Preservative) |
- |
15000 |
|
For Complete Testing |
Cl-10.12(Formaldehyde Content Test) |
- |
15000 |
|
For Complete Testing |
Cl-10.13(Steady-State Formaldehyde Emission Test) |
- |
15000 |
|
For Complete Testing |
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-10.5.2(Water Resistance Test (Alternate method)) |
- |
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 |
|
- |
Cl-10.13(Steady-State Formaldehyde Emission Test) |
- |
0 |
|
- |
|
Complete
|
|
- |
Included w.e.f 08.10.2024
Exclusion: Cl.10.13 (Steady-State Formaldehyde Emission Test) |
3 |
IS 710 (2024) |
MARINE PLYWOOD - SPECIFICATION (Third Revision) |
- |
-
|
14000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl-4.1(Timber) |
- |
0 |
|
Rs. 14,000 for complete testing |
Cl-4.2(Adhesive) |
- |
0 |
|
Rs. 14,000 for complete testing |
Cl-5.1(Veneers) |
- |
0 |
|
Rs. 14,000 for complete testing |
Cl-5.2.1(Glueing) |
- |
0 |
|
Rs. 14,000 for complete testing |
Cl -5.2.2(Thickness of Veneers) |
- |
0 |
|
Rs. 14,000 for complete testing |
Cl - 5.2.3.1(Joint in Veneers) |
- |
0 |
|
Rs. 14,000 for complete testing |
Cl - 5.2.3.2(Edge joints) |
- |
0 |
|
Rs. 14,000 for complete testing |
Cl - 5.2.3.3(End joints) |
- |
0 |
|
Rs. 14,000 for complete testing |
Cl - 5.2.3.4(Scarf joints) |
- |
0 |
|
Rs. 14,000 for complete testing |
Cl - 5.2.4(Grain Direction) |
- |
0 |
|
Rs. 14,000 for complete testing |
Cl-5.3(Treatment) |
- |
0 |
|
Rs. 14,000 for complete testing |
Cl-5.4(Moisture Content) |
- |
0 |
|
Rs. 14,000 for complete testing |
Cl-6.1(Dimensions (length and width)) |
- |
0 |
|
Rs. 14,000 for complete testing |
Cl-6.2(Thickness) |
- |
0 |
|
Rs. 14,000 for complete testing |
Cl-6.3(Squareness and Edge Straightness) |
- |
0 |
|
Rs. 14,000 for complete testing |
Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
0 |
|
Rs. 14,000 for complete testing |
Cl-9.3(Moisture Content) |
- |
0 |
|
Rs. 14,000 for complete testing |
Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
0 |
|
Rs. 14,000 for complete testing |
Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength) |
- |
0 |
|
Rs. 14,000 for complete testing |
Cl-9.5.1.1(Water Resistance Test-Glue shear strength) |
- |
0 |
|
Rs. 14,000 for complete testing |
Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
0 |
|
Rs. 14,000 for complete testing |
Cl-9.5.2(Water Resistance Test) |
- |
0 |
|
Rs. 14,000 for complete testing |
Cl-9.6(Tensile Strength) |
- |
0 |
|
Rs. 14,000 for complete testing |
Cl-9.7(Mycological Test) |
- |
0 |
|
Rs. 14,000 for complete testing |
Cl-9.8, Table-2(Static Bending Strength- Modulus of Elasticity (MOE)) |
- |
0 |
|
Rs. 14,000 for complete testing |
Cl-9.8, Table-2(Static Bending Strength- Modulus of Rupture (MOR)) |
- |
0 |
|
Rs. 14,000 for complete testing |
Cl-9.9, Table-3(Wet Bending Strength- Modulus of Elasticity (MOE)) |
- |
0 |
|
Rs. 14,000 for complete testing |
Cl-9.9, Table-3(Wet Bending Strength- Modulus of Rupture (MOR)) |
- |
0 |
|
Rs. 14,000 for complete testing |
Cl-9.10(Retention of Preservative) |
- |
0 |
|
Rs. 14,000 for complete testing |
Cl-9.11(Formaldehyde Content Test) |
- |
0 |
|
Rs. 14,000 for complete testing |
Cl-9.12(Steady-State Formaldehyde Emission Test) |
- |
0 |
|
Rs. 14,000 for complete testing |
Cl-9.4.2(Adhesion of Plies) |
- |
0 |
|
Rs. 14,000 for complete testing |
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-9.5.2(Water Resistance Test) |
- |
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 |
|
- |
Cl-9.12(Steady-State Formaldehyde Emission Test) |
- |
0 |
|
- |
Cl-9.4.2(Adhesion of Plies) |
- |
0 |
|
- |
5.1.1(Defects in veneers) |
- |
0 |
|
- |
|
Complete
|
|
- |
Included w.e.f 08.10.2024
Exclusion: Cl.9.12 (Steady-State Formaldehyde Emission Test) |
4 |
IS 303 (2024) |
Plywood for General Purposes — Specification (Fourth Revision) |
- |
-
|
8000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl-5.1(Classification by appearance) |
- |
0 |
|
For BWR Grade - Rs. 8,000/- BWP Grade – Rs. 7000/- MR Grade – Rs. 6,500/- |
Cl-5.2, Table- 1 (i)(Blister) |
- |
0 |
|
For BWR Grade - Rs. 8,000/- BWP Grade – Rs. 7000/- MR Grade – Rs. 6,500/- |
Cl-5.2, Table- 1 (ii)(Checks) |
- |
0 |
|
For BWR Grade - Rs. 8,000/- BWP Grade – Rs. 7000/- MR Grade – Rs. 6,500/- |
Cl-5.2, Table- 1 (iii)(Discolouration) |
- |
0 |
|
For BWR Grade - Rs. 8,000/- BWP Grade – Rs. 7000/- MR Grade – Rs. 6,500/- |
Cl-5.2, Table- 1 (iv)(Dote) |
- |
0 |
|
For BWR Grade - Rs. 8,000/- BWP Grade – Rs. 7000/- MR Grade – Rs. 6,500/- |
Cl-5.2, Table- 1 (v)(Insect hole) |
- |
0 |
|
For BWR Grade - Rs. 8,000/- BWP Grade – Rs. 7000/- MR Grade – Rs. 6,500/- |
Cl-5.2, Table- 1 (vi)(Joints) |
- |
0 |
|
For BWR Grade - Rs. 8,000/- BWP Grade – Rs. 7000/- MR Grade – Rs. 6,500/- |
Cl-5.2, Table- 1 (vii)(Knots (dead)) |
- |
0 |
|
For BWR Grade - Rs. 8,000/- BWP Grade – Rs. 7000/- MR Grade – Rs. 6,500/- |
Cl-5.2, Table- 1 (viii)(Pin knots (dead)) |
- |
0 |
|
For BWR Grade - Rs. 8,000/- BWP Grade – Rs. 7000/- MR Grade – Rs. 6,500/- |
Cl-5.2, Table- 1 (ix)(Pin knots (live)) |
- |
0 |
|
For BWR Grade - Rs. 8,000/- BWP Grade – Rs. 7000/- MR Grade – Rs. 6,500/- |
Cl-5.2, Table- 1 (x)(Knots (tight)) |
- |
0 |
|
For BWR Grade - Rs. 8,000/- BWP Grade – Rs. 7000/- MR Grade – Rs. 6,500/- |
Cl-5.2, Table- 1 (xi)(Patches) |
- |
0 |
|
For BWR Grade - Rs. 8,000/- BWP Grade – Rs. 7000/- MR Grade – Rs. 6,500/- |
Cl-5.2, Table- 1 (xii)(Splits) |
- |
0 |
|
For BWR Grade - Rs. 8,000/- BWP Grade – Rs. 7000/- MR Grade – Rs. 6,500/- |
Cl-5.2, Table- 1 (xiii)(Swirl) |
- |
0 |
|
For BWR Grade - Rs. 8,000/- BWP Grade – Rs. 7000/- MR Grade – Rs. 6,500/- |
Cl-5.2, Table-2(Maximum Number of Categories of Permissible Defects, per m2) |
- |
0 |
|
For BWR Grade - Rs. 8,000/- BWP Grade – Rs. 7000/- MR Grade – Rs. 6,500/- |
Cl-6.1(Timber) |
- |
0 |
|
For BWR Grade - Rs. 8,000/- BWP Grade – Rs. 7000/- MR Grade – Rs. 6,500/- |
Cl-6.2(Adhesive) |
- |
0 |
|
For BWR Grade - Rs. 8,000/- BWP Grade – Rs. 7000/- MR Grade – Rs. 6,500/- |
Cl-7.2.1(Thickness of veneers) |
- |
0 |
|
For BWR Grade - Rs. 8,000/- BWP Grade – Rs. 7000/- MR Grade – Rs. 6,500/- |
Cl-7.2.3(Grain Direction) |
- |
0 |
|
For BWR Grade - Rs. 8,000/- BWP Grade – Rs. 7000/- MR Grade – Rs. 6,500/- |
Cl-7.2.5.1(Gaps in cores and cross-bands) |
- |
0 |
|
For BWR Grade - Rs. 8,000/- BWP Grade – Rs. 7000/- MR Grade – Rs. 6,500/- |
Cl-7.2.5.2(Splits) |
- |
0 |
|
For BWR Grade - Rs. 8,000/- BWP Grade – Rs. 7000/- MR Grade – Rs. 6,500/- |
Cl-7.2.5.3(Overlap) |
- |
0 |
|
For BWR Grade - Rs. 8,000/- BWP Grade – Rs. 7000/- MR Grade – Rs. 6,500/- |
Cl-8.1(Dimensions (length and width)) |
- |
0 |
|
For BWR Grade - Rs. 8,000/- BWP Grade – Rs. 7000/- MR Grade – Rs. 6,500/- |
Cl-8.2(Thickness of the plywood boards) |
- |
0 |
|
For BWR Grade - Rs. 8,000/- BWP Grade – Rs. 7000/- MR Grade – Rs. 6,500/- |
Cl-8.3(Squareness and Edge Straightness) |
- |
0 |
|
For BWR Grade - Rs. 8,000/- BWP Grade – Rs. 7000/- MR Grade – Rs. 6,500/- |
Cl-11.3.1, 11.3.1.1(Water Resistance Test) |
- |
0 |
|
For BWR Grade - Rs. 8,000/- BWP Grade – Rs. 7000/- MR Grade – Rs. 6,500/- |
Cl-11.3.2(Mycological Test) |
- |
0 |
|
For BWR Grade - Rs. 8,000/- BWP Grade – Rs. 7000/- MR Grade – Rs. 6,500/- |
Cl-11.4(Moisture Content) |
- |
0 |
|
For BWR Grade - Rs. 8,000/- BWP Grade – Rs. 7000/- MR Grade – Rs. 6,500/- |
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity (MOE)-) |
- |
0 |
|
For BWR Grade - Rs. 8,000/- BWP Grade – Rs. 7000/- MR Grade – Rs. 6,500/- |
Cl-11.5, Table 4(Static Bending Strength - Modulus of Rupture (MOR)-) |
- |
0 |
|
For BWR Grade - Rs. 8,000/- BWP Grade – Rs. 7000/- MR Grade – Rs. 6,500/- |
Cl-11.6(Formaldehyde Content Test) |
- |
0 |
|
For BWR Grade - Rs. 8,000/- BWP Grade – Rs. 7000/- MR Grade – Rs. 6,500/- |
Cl-11.7(Steady-State Formaldehyde Emission Test) |
- |
0 |
|
For BWR Grade - Rs. 8,000/- BWP Grade – Rs. 7000/- MR Grade – Rs. 6,500/- |
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 |
|
- |
Cl-11.7(Steady-State Formaldehyde Emission Test) |
- |
0 |
|
- |
|
Complete
|
|
- |
Included w.e.f 08.10.2024
Exclusion: Cl.11.7 (Steady-State Formaldehyde Emission Test) |
5 |
IS 2619 (2018) |
Glass beakers - Specification (Third Revision) |
- |
-
|
16500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl.5 Capacity
(a)overflow of capacity of a beaker shall exceed the nominal capacity by at least 5 %;) |
- |
16500 |
|
For Complete Testing |
Cl.5 Capacity
(b) Distance between the levels corresponding to the nominal and overflow capacities shall be at least
10 mm.) |
- |
16500 |
|
For Complete Testing |
Cl.6 Material(Beakers shall be made of borosilicate glass 3.3 in accordance with ISO 3585. The glass shall be
reasonably free from residual strain and from visible glass defects which might impair the safety and
performance of the beaker.) |
- |
16500 |
|
For Complete Testing |
Cl.7.1 Dimensions(Low-form and tall-form beakers shall observe the dimensions specified in Table 1 and thick-walled
beakers the dimensions specifed in Table 2. The tolerances on the external diameter shall be ±5 % of
the value given in the tables.) |
- |
16500 |
|
For Complete Testing |
Cl.7.2 Radius at base(Beakers having a nominal capacity of 250 ml or greater shall have an external radius at the junction
between the base and the side of 10 % to 20 % of the external diameter.) |
- |
16500 |
|
For Complete Testing |
Cl.7.2 Radius at base(Beakers having a nominal capacity less than 250 ml shall have a minimum radius at the junction
between the base and the side of 5 % of the external diameter.) |
- |
16500 |
|
For Complete Testing |
Cl.7.3 Wall thickness(Substantial local irregularities from the minimum values for wall thickness given in the tables shall
be avoided. That means, the minimum wall thickness shall fall at no place below the values given in
Table 1 and Table 2 and the beakers shall comply with the requirement for thermal shock endurance
specified in 8.5.) |
- |
16500 |
|
For Complete Testing |
Cl.8.1 Base(The design of the base shall enable the beaker to stand vertically on a plane horizontal surface without
spinning or rocking) |
- |
16500 |
|
For Complete Testing |
8.2 Upper edge(The side of the beaker shall be slightly flared near the brim in a smooth and regular curve. The diameter
of the brim shall be of the order of 5 % to 15 % greater than the diameter of the body. The edge of the
brim shall be finished in a plane parallel with that of the horizontal base.) |
- |
16500 |
|
For Complete Testing |
Cl. 8.3 Spout(The spout shall be shaped so that, when the beaker is filled with water, the water may be poured in a
regular stream clear of the side of the beaker. When the beaker is placed on a horizontal surface and
filling is continued beyond its overflow capacity, the water shall first overflow from the spout and not
from any other part of the brim.) |
- |
16500 |
|
For Complete Testing |
Cl.8.4 Scale(Beakers may be provided with a scale, which should approximately indicate the volume contained
in the beaker.) |
- |
16500 |
|
For Complete Testing |
Cl.8.5 Thermal shock resistance(Beakers shall have a thermal shock resistance of 160 °C when tested in accordance with ISO 718.) |
- |
16500 |
|
For Complete Testing |
Cl.5 Capacity
(a)overflow of capacity of a beaker shall exceed the nominal capacity by at least 5 %;) |
- |
16500 |
|
For Complete Testing |
Cl.5 Capacity
(b) Distance between the levels corresponding to the nominal and overflow capacities shall be at least
10 mm.) |
- |
16500 |
|
For Complete Testing |
Cl.6 Material(Beakers shall be made of borosilicate glass 3.3 in accordance with ISO 3585. The glass shall be
reasonably free from residual strain and from visible glass defects which might impair the safety and
performance of the beaker.) |
- |
16500 |
|
For Complete Testing |
Cl.7.1 Dimensions(Low-form and tall-form beakers shall observe the dimensions specified in Table 1 and thick-walled
beakers the dimensions specifed in Table 2. The tolerances on the external diameter shall be ±5 % of
the value given in the tables.) |
- |
16500 |
|
For Complete Testing |
Cl.7.2 Radius at base(Beakers having a nominal capacity of 250 ml or greater shall have an external radius at the junction
between the base and the side of 10 % to 20 % of the external diameter.) |
- |
16500 |
|
For Complete Testing |
Cl.7.2 Radius at base(Beakers having a nominal capacity less than 250 ml shall have a minimum radius at the junction
between the base and the side of 5 % of the external diameter.) |
- |
16500 |
|
For Complete Testing |
Cl.7.3 Wall thickness(Substantial local irregularities from the minimum values for wall thickness given in the tables shall
be avoided. That means, the minimum wall thickness shall fall at no place below the values given in
Table 1 and Table 2 and the beakers shall comply with the requirement for thermal shock endurance
specified in 8.5.) |
- |
16500 |
|
For Complete Testing |
Cl.8.1 Base(The design of the base shall enable the beaker to stand vertically on a plane horizontal surface without
spinning or rocking) |
- |
16500 |
|
For Complete Testing |
8.2 Upper edge(The side of the beaker shall be slightly flared near the brim in a smooth and regular curve. The diameter
of the brim shall be of the order of 5 % to 15 % greater than the diameter of the body. The edge of the
brim shall be finished in a plane parallel with that of the horizontal base.) |
- |
16500 |
|
For Complete Testing |
Cl. 8.3 Spout(The spout shall be shaped so that, when the beaker is filled with water, the water may be poured in a
regular stream clear of the side of the beaker. When the beaker is placed on a horizontal surface and
filling is continued beyond its overflow capacity, the water shall first overflow from the spout and not
from any other part of the brim.) |
- |
16500 |
|
For Complete Testing |
Cl.8.4 Scale(Beakers may be provided with a scale, which should approximately indicate the volume contained
in the beaker.) |
- |
16500 |
|
For Complete Testing |
Cl.8.5 Thermal shock resistance(Beakers shall have a thermal shock resistance of 160 °C when tested in accordance with ISO 718.) |
- |
16500 |
|
For Complete Testing |
Cl.5 Capacity
(a)overflow of capacity of a beaker shall exceed the nominal capacity by at least 5 %;) |
- |
16500 |
|
For Complete Testing |
Cl.5 Capacity
(b) Distance between the levels corresponding to the nominal and overflow capacities shall be at least
10 mm.) |
- |
16500 |
|
For Complete Testing |
Cl.6 Material(Beakers shall be made of borosilicate glass 3.3 in accordance with ISO 3585. The glass shall be
reasonably free from residual strain and from visible glass defects which might impair the safety and
performance of the beaker.) |
- |
16500 |
|
For Complete Testing |
Cl.7.1 Dimensions(Low-form and tall-form beakers shall observe the dimensions specified in Table 1 and thick-walled
beakers the dimensions specifed in Table 2. The tolerances on the external diameter shall be ±5 % of
the value given in the tables.) |
- |
16500 |
|
For Complete Testing |
Cl.7.2 Radius at base(Beakers having a nominal capacity of 250 ml or greater shall have an external radius at the junction
between the base and the side of 10 % to 20 % of the external diameter.) |
- |
16500 |
|
For Complete Testing |
Cl.7.2 Radius at base(Beakers having a nominal capacity less than 250 ml shall have a minimum radius at the junction
between the base and the side of 5 % of the external diameter.) |
- |
16500 |
|
For Complete Testing |
Cl.7.3 Wall thickness(Substantial local irregularities from the minimum values for wall thickness given in the tables shall
be avoided. That means, the minimum wall thickness shall fall at no place below the values given in
Table 1 and Table 2 and the beakers shall comply with the requirement for thermal shock endurance
specified in 8.5.) |
- |
16500 |
|
For Complete Testing |
Cl.8.1 Base(The design of the base shall enable the beaker to stand vertically on a plane horizontal surface without
spinning or rocking) |
- |
16500 |
|
For Complete Testing |
8.2 Upper edge(The side of the beaker shall be slightly flared near the brim in a smooth and regular curve. The diameter
of the brim shall be of the order of 5 % to 15 % greater than the diameter of the body. The edge of the
brim shall be finished in a plane parallel with that of the horizontal base.) |
- |
16500 |
|
For Complete Testing |
Cl. 8.3 Spout(The spout shall be shaped so that, when the beaker is filled with water, the water may be poured in a
regular stream clear of the side of the beaker. When the beaker is placed on a horizontal surface and
filling is continued beyond its overflow capacity, the water shall first overflow from the spout and not
from any other part of the brim.) |
- |
16500 |
|
For Complete Testing |
Cl.8.4 Scale(Beakers may be provided with a scale, which should approximately indicate the volume contained
in the beaker.) |
- |
16500 |
|
For Complete Testing |
Cl.8.5 Thermal shock resistance(Beakers shall have a thermal shock resistance of 160 °C when tested in accordance with ISO 718.) |
- |
16500 |
|
For Complete Testing |
|
Complete
|
|
- |
Included w.e.f. 05.11.2024 |
6 |
IS 1117 (2018) |
Laboratory glassware - Single - Volume pipettes (Second Revision) |
- |
-
|
18000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6.1.1&3(Marking) |
- |
18000 |
|
For Complete Testing |
3(Class of Accuracy) |
- |
18000 |
|
For Complete Testing |
4.1(Nominal capacities) |
- |
18000 |
|
For Complete Testing |
4.2(Accuracy) |
- |
18000 |
|
For Complete Testing |
5.1(Material) |
- |
18000 |
|
For Complete Testing |
5.1(Material) |
- |
18000 |
|
For Complete Testing |
5.1.1(Limit of Alkalinity) |
- |
18000 |
|
For Complete Testing |
5.2(Pattern of Pipette) |
- |
18000 |
|
For Complete Testing |
5.3(Workmanship & Finish) |
- |
18000 |
|
For Complete Testing |
5.4(i) Distance of graduation line from top of pipette.) |
- |
18000 |
|
For Complete Testing |
5.4(ii) Distance from graduation line to top of bulb(pattern 2)) |
- |
18000 |
|
For Complete Testing |
5.4(iii)Distance from graduation line to tip of jet (Pattern 1)) |
- |
18000 |
|
For Complete Testing |
5.4(iv) Wall thickness) |
- |
18000 |
|
For Complete Testing |
5.4(a) pattern 2 pipette of 1 and 2ml ) |
- |
18000 |
|
For Complete Testing |
5.4(b) Other pipettes) |
- |
18000 |
|
For Complete Testing |
5.4(v) Dia. of safety bulb (if provided )) |
- |
18000 |
|
For Complete Testing |
5.4(vi)Distance from top of pipette to bottom of safety bulb ) |
- |
18000 |
|
For Complete Testing |
5.4(vii) Overall length, L) |
- |
18000 |
|
For Complete Testing |
5.4(viii) Length of suction tube, L1 ) |
- |
18000 |
|
For Complete Testing |
5.4(ix) Length of delivery tube, L2 ) |
- |
18000 |
|
For Complete Testing |
5.4(x) Internal dia. of suction tube D1 ) |
- |
18000 |
|
For Complete Testing |
5.4(xi) External dia. of bulb D2 ) |
- |
18000 |
|
For Complete Testing |
5.4(xii) External dia. of delivery tube D3 ) |
- |
18000 |
|
For Complete Testing |
5.5(Delivery Time) |
- |
18000 |
|
For Complete Testing |
5.5(Delivery Time) |
- |
18000 |
|
For Complete Testing |
5.6&7(Graduation line & Visibility ) |
- |
18000 |
|
For Complete Testing |
6.1.2(Marking) |
- |
18000 |
|
For Complete Testing |
6.1.1&3(Marking) |
- |
18000 |
|
For Complete Testing |
3(Class of Accuracy) |
- |
18000 |
|
For Complete Testing |
4.1(Nominal capacities) |
- |
18000 |
|
For Complete Testing |
4.2(Accuracy) |
- |
18000 |
|
For Complete Testing |
5.1(Material) |
- |
18000 |
|
For Complete Testing |
5.1(Material) |
- |
18000 |
|
For Complete Testing |
5.1.1(Limit of Alkalinity) |
- |
18000 |
|
For Complete Testing |
5.2(Pattern of Pipette) |
- |
18000 |
|
For Complete Testing |
5.3(Workmanship & Finish) |
- |
18000 |
|
For Complete Testing |
5.4(i) Distance of graduation line from top of pipette.) |
- |
18000 |
|
For Complete Testing |
5.4(ii) Distance from graduation line to top of bulb(pattern 2)) |
- |
18000 |
|
For Complete Testing |
5.4(iii)Distance from graduation line to tip of jet (Pattern 1)) |
- |
18000 |
|
For Complete Testing |
5.4(iv) Wall thickness) |
- |
18000 |
|
For Complete Testing |
5.4(a) pattern 2 pipette of 1 and 2ml ) |
- |
18000 |
|
For Complete Testing |
5.4(b) Other pipettes) |
- |
18000 |
|
For Complete Testing |
5.4(v) Dia. of safety bulb (if provided )) |
- |
18000 |
|
For Complete Testing |
5.4(vi)Distance from top of pipette to bottom of safety bulb ) |
- |
18000 |
|
For Complete Testing |
5.4(vii) Overall length, L) |
- |
18000 |
|
For Complete Testing |
5.4(viii) Length of suction tube, L1 ) |
- |
18000 |
|
For Complete Testing |
5.4(ix) Length of delivery tube, L2 ) |
- |
18000 |
|
For Complete Testing |
5.4(x) Internal dia. of suction tube D1 ) |
- |
18000 |
|
For Complete Testing |
5.4(xi) External dia. of bulb D2 ) |
- |
18000 |
|
For Complete Testing |
5.4(xii) External dia. of delivery tube D3 ) |
- |
18000 |
|
For Complete Testing |
5.5(Delivery Time) |
- |
18000 |
|
For Complete Testing |
5.5(Delivery Time) |
- |
18000 |
|
For Complete Testing |
5.6&7(Graduation line & Visibility ) |
- |
18000 |
|
For Complete Testing |
6.1.2(Marking) |
- |
18000 |
|
For Complete Testing |
6.1.1&3(Marking) |
- |
18000 |
|
For Complete Testing |
3(Class of Accuracy) |
- |
18000 |
|
For Complete Testing |
4.1(Nominal capacities) |
- |
18000 |
|
For Complete Testing |
4.2(Accuracy) |
- |
18000 |
|
For Complete Testing |
5.1(Material) |
- |
18000 |
|
For Complete Testing |
5.1(Material) |
- |
18000 |
|
For Complete Testing |
5.1.1(Limit of Alkalinity) |
- |
18000 |
|
For Complete Testing |
5.2(Pattern of Pipette) |
- |
18000 |
|
For Complete Testing |
5.3(Workmanship & Finish) |
- |
18000 |
|
For Complete Testing |
5.4(i) Distance of graduation line from top of pipette.) |
- |
18000 |
|
For Complete Testing |
5.4(ii) Distance from graduation line to top of bulb(pattern 2)) |
- |
18000 |
|
For Complete Testing |
5.4(iii)Distance from graduation line to tip of jet (Pattern 1)) |
- |
18000 |
|
For Complete Testing |
5.4(iv) Wall thickness) |
- |
18000 |
|
For Complete Testing |
5.4(a) pattern 2 pipette of 1 and 2ml ) |
- |
18000 |
|
For Complete Testing |
5.4(b) Other pipettes) |
- |
18000 |
|
For Complete Testing |
5.4(v) Dia. of safety bulb (if provided )) |
- |
18000 |
|
For Complete Testing |
5.4(vi)Distance from top of pipette to bottom of safety bulb ) |
- |
18000 |
|
For Complete Testing |
5.4(vii) Overall length, L) |
- |
18000 |
|
For Complete Testing |
5.4(viii) Length of suction tube, L1 ) |
- |
18000 |
|
For Complete Testing |
5.4(ix) Length of delivery tube, L2 ) |
- |
18000 |
|
For Complete Testing |
5.4(x) Internal dia. of suction tube D1 ) |
- |
18000 |
|
For Complete Testing |
5.4(xi) External dia. of bulb D2 ) |
- |
18000 |
|
For Complete Testing |
5.4(xii) External dia. of delivery tube D3 ) |
- |
18000 |
|
For Complete Testing |
5.5(Delivery Time) |
- |
18000 |
|
For Complete Testing |
5.5(Delivery Time) |
- |
18000 |
|
For Complete Testing |
5.6&7(Graduation line & Visibility ) |
- |
18000 |
|
For Complete Testing |
6.1.2(Marking) |
- |
18000 |
|
For Complete Testing |
|
Complete
|
|
- |
Included w.e.f. 05.11.2024 |
7 |
IS 915 (2012) |
Laboratory glassware - One - Mark volumetric flasks (Third Revision) |
- |
-
|
16500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
8.1(Material) |
- |
16500 |
|
For Complete Testing |
Table 1(Internal Neck Diameter) |
- |
16500 |
|
For Complete Testing |
Table 1(Distance of graduation line) |
- |
16500 |
|
For Complete Testing |
Table 1(Overall Height) |
- |
16500 |
|
For Complete Testing |
Table 1(Bulb Diameter) |
- |
16500 |
|
For Complete Testing |
Table 1(Base Diameter) |
- |
16500 |
|
For Complete Testing |
Table 1(Wall Thickness) |
- |
16500 |
|
For Complete Testing |
Table 1(Ground joint k4) |
- |
16500 |
|
For Complete Testing |
Table 1(Ground joint k6) |
- |
16500 |
|
For Complete Testing |
8.3(Shape) |
- |
16500 |
|
For Complete Testing |
8.4(Neck) |
- |
16500 |
|
For Complete Testing |
8.5(Stopper) |
- |
16500 |
|
For Complete Testing |
8.6(Dimensions) |
- |
16500 |
|
For Complete Testing |
9.0(Graduation Line) |
- |
16500 |
|
For Complete Testing |
Table-2(Nominal capacity) |
- |
16500 |
|
For Complete Testing |
Table-2(Internal neck diameter) |
- |
16500 |
|
For Complete Testing |
Table-2(Distance of graduation line 1)) |
- |
16500 |
|
For Complete Testing |
Table-2(Overall height 2)) |
- |
16500 |
|
For Complete Testing |
Table-2(Bulb diameter) |
- |
16500 |
|
For Complete Testing |
Table-2(Base diameter) |
- |
16500 |
|
For Complete Testing |
Table-2(Wall thickness) |
- |
16500 |
|
For Complete Testing |
Table-2(Ground joint 3) k4) |
- |
16500 |
|
For Complete Testing |
Table-2(Ground joint 3) k6) |
- |
16500 |
|
For Complete Testing |
12.1(Visibility of graduation line, figures and marking) |
- |
16500 |
|
For Complete Testing |
12.2(Visibility of graduation line, figures and marking) |
- |
16500 |
|
For Complete Testing |
Table 1(Nominal Capacity) |
- |
16500 |
|
For Complete Testing |
|
Complete
|
|
- |
Included w.e.f. 05.11.2024 |
8 |
IS 878 (2008) |
Laboratory glassware - Graduated measuring cylinders (Second Revision) |
- |
-
|
15000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Table-1(Nominal capacity) |
- |
15000 |
|
For Complete Testing |
Table-1(Overall height) |
- |
15000 |
|
For Complete Testing |
Table-1(Distance from top of scale to top of cylinder) |
- |
15000 |
|
For Complete Testing |
Table-1(Internal height to highest graduation line) |
- |
15000 |
|
For Complete Testing |
Table-1(Sub-divisions) |
- |
15000 |
|
For Complete Testing |
Table-1(capacity at lowest graduation line) |
- |
15000 |
|
For Complete Testing |
Cl-9.1(Wall thickness) |
- |
15000 |
|
For Complete Testing |
Cl-9.2(Stability) |
- |
15000 |
|
For Complete Testing |
Cl-9.3(Base) |
- |
15000 |
|
For Complete Testing |
Cl-9.4(Rim and spout) |
- |
15000 |
|
For Complete Testing |
Cl-9.5(Neck and stopper) |
- |
15000 |
|
For Complete Testing |
Cl-9.6, Table-2(Nominal capacity) |
- |
15000 |
|
For Complete Testing |
Cl-9.6, Table-2(Overall height) |
- |
15000 |
|
For Complete Testing |
Cl-9.6, Table-2(Distance from top of scale to top of cylinder) |
- |
15000 |
|
For Complete Testing |
Cl-9.6, Table-2(Internal height to highest graduation line) |
- |
15000 |
|
For Complete Testing |
Cl-9.6, Table-2(Sub divisions) |
- |
15000 |
|
For Complete Testing |
Cl-9.6, Table-2(capacity at lowest graduation line) |
- |
15000 |
|
For Complete Testing |
Cl-10.1(Graduation) |
- |
15000 |
|
For Complete Testing |
Cl-10.2(Figuring) |
- |
15000 |
|
For Complete Testing |
Cl-11(Accuracy testing) |
- |
15000 |
|
For Complete Testing |
Cl-13(Visibility of graduation lines, figures and marking) |
- |
15000 |
|
For Complete Testing |
|
Complete
|
|
- |
Included w.e.f. 05.11.2024 |
9 |
IS 280 (2006) |
Mild steel wire for general engineering purposes (Fourth Revision) |
Light,Medium and Heavy Coated (3.15 mm to 12.5 mm) |
-
|
8000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 7 & Table 1(Diameter & Difference Between Two Reading On Any Two Diameters) |
- |
2000 |
|
For complete Cl 7 and 8 |
Cl 9(Tensile Test On UTM) |
- |
1500 |
|
For Complete Cl 9 |
Cl 11(Workmanship) |
- |
500 |
|
For complete Cl 11 |
Cl 13(Workmanship) |
- |
500 |
|
For complete Cl 13 |
7 & 8(Ovality) |
- |
2000 |
|
For complete Cl 7 and Cl 8 |
7 & 8(Diameter) |
- |
2000 |
|
For complete Cl 7 and Cl 8 |
9.2(Wrapping Test) |
- |
1500 |
|
For complete Cl 9 |
9.3(Bend test) |
- |
1500 |
|
For complete Cl 9 |
10(Finish) |
- |
500 |
|
For complete Cl 10 |
11(Coating test) |
- |
500 |
|
For complete Cl 11 |
13(Freedom from defects) |
- |
500 |
|
For complete Cl 11 |
6 AND AS PER IS 7887(MICRO ALLOY) |
- |
1000 |
|
For complete Chemical testing, if required |
6 AND AS PER IS 7887(ALUMINIUM) |
- |
1000 |
|
For complete Chemical testing, if required |
6 AND AS PER IS 7887(PHOSPHORUS) |
- |
1000 |
|
For complete Chemical testing, if required |
6 AND AS PER IS 7887(SULPHUR) |
- |
1000 |
|
For complete Chemical testing, if required |
6 AND AS PER IS 7887(MANGANESE) |
- |
1000 |
|
For complete Chemical testing, if required |
6 AND AS PER IS 7887(SILICON) |
- |
1000 |
|
For complete Chemical testing, if required |
6 AND AS PER IS 7887(CARBON) |
- |
1000 |
|
For complete Chemical testing, if required |
|
Complete
|
|
- |
- |
10 |
IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
M-30, M35, M40, M50, M55 |
-
|
15800 View breakup
Rs.18600/- for without optional requirements, Rs.21000/- for complete testing
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
7800 |
|
For complete dimension and qualitative tests |
Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
7800 |
|
For complete dimension and qualitative tests |
Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
7800 |
|
For complete dimension and qualitative tests |
Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
7800 |
|
For complete dimension and qualitative tests |
Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
7800 |
|
For complete dimension and qualitative tests |
Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
7800 |
|
For complete dimension and qualitative tests |
Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
7800 |
|
For complete dimension and qualitative tests |
Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
7800 |
|
For complete dimension and qualitative tests |
Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
7800 |
|
For complete dimension and qualitative tests |
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
7800 |
|
For complete dimension and qualitative tests |
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
7800 |
|
For complete dimension and qualitative tests |
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
7800 |
|
For complete dimension and qualitative tests |
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
7800 |
|
For complete dimension and qualitative tests |
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
7800 |
|
For complete dimension and qualitative tests |
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
7800 |
|
For complete dimension and qualitative tests |
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
7800 |
|
For complete dimension and qualitative tests |
Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
2500 |
|
For Complete Water absorption |
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
1000 |
|
For Complete Compressive strength |
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)( Indivdual Compressive strength) |
- |
1000 |
|
For Complete Compressive strength |
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
2000 |
|
For dry abrassion -2000 extra (if required, not included in complete testing charges) |
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
2000 |
|
For dry abrassion -2000 extra (if required, not included in complete testing charges) |
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
2000 |
|
For dry abrassion -2000 extra (if required, not included in complete testing charges) |
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
2000 |
|
For dry abrassion -2000 extra (if required, not included in complete testing charges) |
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength ) |
- |
2500 |
|
For Complete Tensile and Flexural |
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
2500 |
|
For Complete Tensile and Flexural |
Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
2500 |
|
For Complete Tensile and Flexural |
Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength ) |
- |
2500 |
|
For Complete Tensile and Flexural |
Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
2500 |
|
For Complete Tensile and Flexural |
Clause 7.3, Annex G(Individual Breaking Load) |
- |
2500 |
|
For Complete Tensile and Flexural |
Clause 7.3, Annex G(Average Breaking Load) |
- |
2500 |
|
For Complete Tensile and Flexural |
Clause 7.1.1
(General Quality) |
- |
7800 |
|
For complete dimension and qualitative tests |
Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
2500 |
|
For Complete Tensile and Flexural |
Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
7800 |
|
For complete dimension and qualitative tests |
Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
2500 |
|
For Complete Water absorption |
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
7800 |
|
For complete dimension and qualitative tests |
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
7800 |
|
For complete dimension and qualitative tests |
|
Complete
|
|
- |
Included w.e.f. 28-07-2021. Amendment 1 included w.e.f. 11-10-2022. |
11 |
IS 710 (2010) |
Marine plywood - Specification (Second Revision) |
BWP 1800mmX900mm to 2400X1200mm, Thickness 3 to 25 mm |
-
|
13000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6.1(DIMENSIONS) |
- |
2500 |
|
- |
9.1.2 , 9.1.2.1(Glue Adhesion in Dry State) |
- |
2500 |
|
- |
9.1.2 , 9.1.2.2(Glue Adhesion in Dry State) |
- |
2500 |
|
- |
9.1.3 , 9.1.3.1.1(Water resistance test) |
- |
2500 |
|
- |
9.1.3 , 9.1.3.1.2(Water resistance test) |
- |
2500 |
|
- |
9.1.4(Tensile strength) |
- |
2500 |
|
- |
9.1.1(MOISTURE CONTENT) |
- |
2500 |
|
- |
9.1.5(Mycological test) |
- |
1000 |
|
- |
11.1(MARKING) |
- |
2500 |
|
For complete dimension and qualitative tests |
11.2(MARKING) |
- |
2500 |
|
For complete dimension and qualitative tests |
7.2(WORKMANSHIP AND FINISH ) |
- |
2500 |
|
For complete dimension and qualitative tests |
7.1(WORKMANSHIP AND FINISH ) |
- |
2500 |
|
For complete dimension and qualitative tests |
7.3(WORKMANSHIP AND FINISH ) |
- |
2500 |
|
For complete dimension and qualitative tests |
7.5(WORKMANSHIP AND FINISH ) |
- |
2500 |
|
For complete dimension and qualitative tests |
9.1.6 (Table 3)(Static bending strength) |
- |
2500 |
|
For Tensile strength and Static Bending strength and Wet Bending Strength |
9.1.7 (Table 4)(Wet bending strength) |
- |
2500 |
|
For Tensile strength and Static Bending strength and Wet Bending Strength |
|
Complete
|
|
- |
Included w.e.f. 21-09-2022. |
12 |
IS 1659 (2004) |
Block boards - Specification (Fourth Revision) |
Grade BWP & MR |
-
|
6850 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7.3(Dimensional Requirements - Variation in thickness - Annexure E) |
- |
2500 |
|
For complete dimension and qualitative tests |
7.3(Dimensional Requirements - Squareness - Annexure D) |
- |
2500 |
|
- |
7.3(Dimensional Requirements - Edge Straightness - Annexure D) |
- |
2500 |
|
- |
7.3(Dimensional Requirements - Thickness - Annexure E) |
- |
2500 |
|
- |
7.3(Dimensional Requirements - Width - 8.1.4) |
- |
2500 |
|
For complete dimension and qualitative tests |
7.3(Dimensional Requirements - Length - 8.1.4) |
- |
2500 |
|
- |
9.2.1(Dimensional Changes caused by humidity Change in local planeness - Annexure F) |
- |
2350 |
|
- |
9.2.1(Dimensional Changes caused by humidity - Delamination - Annexure F) |
- |
2350 |
|
- |
9.2.1(Dimensional Changes caused by humidity - Change in thickness - at 40% RH - Annexure F) |
- |
2350 |
|
For complete dimension and qualitative tests |
9.2.1(Dimensional Changes caused by humidity - Change in Thickness - at 90% RH - Annexure F) |
- |
2350 |
|
For complete dimension and qualitative tests |
9.2.1(Dimensional Changes caused by humidity - Change in Length - at 40% RH - Annexure F) |
- |
2350 |
|
For complete dimension and qualitative tests |
9.2.1(Dimensional Changes caused by humidity - Change in Length - at 90% RH - Annexure F) |
- |
2350 |
|
For complete dimension and qualitative tests |
9.2.2 (Resistance to water - Annexure G, Annexure H [For MR Grade]) |
- |
1500 |
|
- |
9.2.2 (Resistance to water - Annexure G, Annexure H [For BWP grade]) |
- |
1500 |
|
- |
9.2.3(Adhesion of Plies - Annexure H) |
- |
1000 |
|
- |
9.2.4(Mycological Test [for MR grade only] - Annexure J) |
- |
500 |
|
- |
9.2.5(Modulus of elasticity - MINIMUM INDIVIDUAL - Annexure K) |
- |
2500 |
|
- |
9.2.5(Modulus of elasticity - AVERAGE - Annexure K) |
- |
2500 |
|
- |
9.2.6(Spot test - Annexure L) |
- |
500 |
|
- |
cl. 11(marking) |
- |
500 |
|
Marking and spot testing including. |
cl. 11.1(marking - BIS certification marking) |
- |
500 |
|
Marking and spot testing including. |
|
Complete
|
|
- |
Included w.e.f. 21-09-2022. |
13 |
IS 2202 : Part 1 (2023) |
WOODEN FLUSH DOOR SHUTTERS SOLID CORE TYPE SPECIFICATION PART 1 PLYWOOD FACE PANELS Seventh Revision |
- |
-
|
20500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
9.1(Workmanship & Finish) |
- |
0 |
|
- |
9.2(Workmanship & Finish) |
- |
0 |
|
- |
9.3(Workmanship & Finish) |
- |
0 |
|
- |
11.1(Dimensions - Height) |
- |
2500 |
|
For Cl 11.1 |
11.1(Dimensions - Width) |
- |
2500 |
|
For Cl 11.1 |
11.1(Dimensions - Thickness) |
- |
2500 |
|
For Cl 11.1 |
11.1(Dimensions - Variation in thickness) |
- |
2500 |
|
For Cl 11.1 |
11.1(Dimensions - Squareness) |
- |
2500 |
|
For Cl 11.1 |
11.12(End immersion test) |
- |
1000 |
|
For Cl 11.12 |
11.13(Knife Test) |
- |
500 |
|
For Cl 11.13 |
11.14(Glue Adhesion Test) |
- |
750 |
|
For Cl 11.14 |
4(GRADE) |
- |
2500 |
|
For Cl 4 |
4(TYPE) |
- |
2500 |
|
For Cl 4 |
5(SIZES) |
- |
2500 |
|
For Cl 7 |
7.1.1(CONSTRUCTION-Blockboard Core) |
- |
2500 |
|
For Cl 7 |
7.1.1(CONSTRUCTION-Blockboard Core) |
- |
2500 |
|
For Cl 7 |
7.1.2(CONSTRUCTION-Blockboard Core) |
- |
2500 |
|
For Cl 7 |
7.3.2(CONSTRUCTION-Stiles and Rails) |
- |
2500 |
|
For Cl 7 |
7.3.2(a)(CONSTRUCTION-Stiles and Rails-Joints) |
- |
2500 |
|
For Cl 7 |
7.3.2(b)(CONSTRUCTION-Stiles and Rails-Joints) |
- |
2500 |
|
For Cl 7 |
7.3.2(c)(CONSTRUCTION-Stiles and Rails-Joints) |
- |
2500 |
|
For Cl 7 |
7.3.3(CONSTRUCTION-Stiles and Rails) |
- |
2500 |
|
For Cl 7 |
9.1(WORKMANSHIP AND FINISH) |
- |
250 |
|
For Cl 9.1 |
9.2(WORKMANSHIP AND FINISH) |
- |
250 |
|
For Cl 9.2 |
9.3(WORKMANSHIP AND FINISH) |
- |
250 |
|
For Cl 9.3 |
11.1(Dimensions and Squareness Test) |
- |
2500 |
|
For Cl 11.1 |
11.1(Dimensions and Squareness Test) |
- |
2500 |
|
For Cl 11.1 |
11.1(Dimensions and Squareness Test) |
- |
2500 |
|
For Cl 11.1 |
11.1(Dimensions and Squareness Test) |
- |
2500 |
|
For Cl 11.1 |
11.1(Dimensions and Squareness Test) |
- |
2500 |
|
For Cl 11.1 |
11.2(General Flatness Test) |
- |
1000 |
|
For Cl 11.2 |
11.2(General Flatness Test) |
- |
1000 |
|
For Cl 11.2 |
11.2(General Flatness Test) |
- |
1000 |
|
For Cl 11.2 |
11.3(Local Planeness Test) |
- |
1000 |
|
For Cl 11.3 |
11.4(Impact Indentation Test) |
- |
1000 |
|
For Cl 11.4 |
11.4(Impact Indentation Test) |
- |
1000 |
|
For Cl 11.4 |
11.5(Flexure Test) |
- |
2000 |
|
For Cl 11.5 |
11.5(Flexure Test) |
- |
2000 |
|
For Cl 11.5 |
11.6(Edge Loading Test) |
- |
2000 |
|
For Cl 11.6 |
11.6(Edge Loading Test) |
- |
2000 |
|
For Cl 11.6 |
11.6(Edge Loading Test) |
- |
2000 |
|
For Cl 11.6 |
11.6(Edge Loading Test) |
- |
2000 |
|
For Cl 11.6 |
11.7.1(Shock Resistance Test) |
- |
2000 |
|
For Cl 11.7 |
11.7.2(Shock Resistance Test) |
- |
2000 |
|
For Cl 11.7 |
11.8(Buckling Test) |
- |
2000 |
|
For Cl 11.8 |
11.8(Buckling Test) |
- |
2000 |
|
For Cl 11.8 |
11.8(Buckling Test) |
- |
2000 |
|
For Cl 11.8 |
11.9.2(Slamming Test) |
- |
750 |
|
For Cl 11.9.2 |
11.9.3(Slamming Test) |
- |
750 |
|
For Cl 11.9.3 |
11.10(Misuse Test) |
- |
750 |
|
For Cl 11.10 |
11.11(Varying Humidity Test) |
- |
7250 |
|
For Cl 11.11 |
11.11(Varying Humidity Test) |
- |
7250 |
|
For Cl 11.11 |
11.12(End Immersion Test) |
- |
7250 |
|
For Cl 11.12 |
11.13(Knife Test) |
- |
500 |
|
For Cl 11.13 |
11.14(Glue Adhesion Test) |
- |
750 |
|
For Cl 11.14 |
11.15(Screw Withdrawal Resistance Test) |
- |
750 |
|
For Cl 11.15 |
11.15(Screw Withdrawal Resistance Test) |
- |
750 |
|
For Cl 11.15 |
Clause 4.2(grades specified) |
- |
2500 |
|
For Cl 4 |
Clause 5(SIZES) |
- |
2500 |
|
For Cl 5 |
Clause 6.1.1(species of timber) |
- |
2500 |
|
For Cl 6 |
Clause 6.1.2(list of species) |
- |
2500 |
|
For Cl 6 |
Clause 6.1.3(moisture content) |
- |
2500 |
|
For Cl 6 |
Clause 6.2.1(Plywood) |
- |
2500 |
|
For Cl 6 |
Clause 6.2.2(Decorative plywood) |
- |
2500 |
|
For Cl 6 |
Clause 6.3(Cross-Bands) |
- |
2500 |
|
For Cl 6 |
Clause 6.4.1(Commercial Face
Veneers) |
- |
2500 |
|
For Cl 6 |
Clause 6.4.2(Decorative Face
Veneers) |
- |
2500 |
|
For Cl 6 |
Clause 6.6.1(Adhesives) |
- |
2500 |
|
For Cl 6 |
Clause 6.7(Particle Board) |
- |
2500 |
|
For Cl 6 |
Clause 6.8(Medium density
fibre board) |
- |
2500 |
|
For Cl 6 |
Clause 6.9(Alternative Materials) |
- |
2500 |
|
For Cl 6 |
Clause 7.1(Blockboard Core) |
- |
2500 |
|
For Cl 7 |
Clause 7.2(Particle Board or
Medium Density Fibre) |
- |
2500 |
|
For Cl 7 |
Clause 7.3(Stiles and Rails) |
- |
2500 |
|
For Cl 7 |
Clause 7.4(Levelling) |
- |
2500 |
|
For Cl 7 |
Clause 7.5(Face Panel) |
- |
2500 |
|
For Cl 7 |
Clause 7.6(Lipping) |
- |
2500 |
|
For Cl 7 |
Clause 7.7(Rebating) |
- |
2500 |
|
For Cl 7 |
Clause 7.8(Opening for Glazing) |
- |
2500 |
|
For Cl 7 |
Clause 7.9(Venetian) |
- |
2500 |
|
For Cl 7 |
Clause 8.1(Locks) |
- |
2500 |
|
For Cl 8 |
Clause 9(WORKMANSHIP AND
FINISH) |
- |
250 |
|
For Cl 9 |
Clause 10.1(Classification of Tests) |
- |
2500 |
|
For Cl 10.1 |
Clause 11.1(Dimensions and
Squareness Test) |
- |
2500 |
|
For Cl 11.1 |
Clause 11.2(General Flatness Test) |
- |
1000 |
|
For Cl 11.2 |
Clause 11.3(Local Planeness Test) |
- |
1000 |
|
For Cl 11.3 |
Clause 11.4(Impact Indentation Test) |
- |
1000 |
|
For Cl 11.4 |
Clause 11.5(Flexure Test) |
- |
2000 |
|
For Cl 11.5 |
Clause 11.6(Edge Loading Test) |
- |
2000 |
|
For Cl 11.6 |
Clause 11.7(Shock Resistance Test) |
- |
2000 |
|
For Cl 11.7 |
Clause 11.8(Buckling Resistance Test) |
- |
2000 |
|
For Cl 11.8 |
Clause 11.9(Slamming Test) |
- |
750 |
|
For Cl 11.9 |
Clause 11.10(Misuse Test) |
- |
750 |
|
For Cl 11.10 |
Clause 11.11(Varying Humidity Test) |
- |
7250 |
|
For Cl 11.11 |
Clause 11.12(End Immersion Test) |
- |
7250 |
|
For Cl 11.12 |
Clause 11.13(Knife Test) |
- |
500 |
|
For Cl 11.13 |
Clause 11.14(Glue Adhesion Test) |
- |
750 |
|
For Cl 11.14 |
Clause 11.15(Screw Withdrawal
Resistance Test) |
- |
2500 |
|
For Cl 11.15 |
Clause 12(SAMPLING AND CRITERIA
FOR CONFORMITY) |
- |
2500 |
|
For Cl 12 |
Clause 13(ADDITIONAL REQUIREMENTS
FOR ECO MARK) |
- |
2500 |
|
For Cl 13 |
Clause 14(Marking) |
- |
2500 |
|
For Cl 14 |
4(Grade, Type and Construction) |
- |
2500 |
|
For Cl 4 |
5(Sizes and Thickness) |
- |
2500 |
|
For Cl 5 |
6.1(Timber) |
- |
2500 |
|
For Cl 6 |
6.2(Plywood for flush door shutter) |
- |
2500 |
|
For Cl 6 |
6.3(Cross-Bands ) |
- |
2500 |
|
For Cl 6 |
6.4.1(Commercial Face Veneers) |
- |
2500 |
|
For Cl 6 |
6.4.2(Decorative face veneers) |
- |
2500 |
|
For Cl 6 |
6.6(Adhesives) |
- |
2500 |
|
For Cl 6 |
6.7(Particle Board) |
- |
2500 |
|
For Cl 6 |
6.8(Medium Density Fibre) |
- |
2500 |
|
For Cl 6 |
6.9(Alternative Materials) |
- |
2500 |
|
For Cl 6 |
7(Construction) |
- |
2500 |
|
For Cl 7 |
8.1(Locks) |
- |
2500 |
|
For Cl 8 |
8.2(Other Fittings) |
- |
2500 |
|
For Cl 8 |
9(Workmanship and Finish) |
- |
250 |
|
For Cl 9 |
10(Tests) |
- |
2500 |
|
For Cl 10 |
11.1(Dimensions and Squareness Test) |
- |
2500 |
|
For Cl 11.1 |
11.2(General Flatness Test) |
- |
2000 |
|
For Cl 11.2 |
11.3(Local Planeness Test) |
- |
1000 |
|
For Cl 11.3 |
11.4(Impact Indentation Test) |
- |
1000 |
|
For Cl 11.4 |
11.5(Flexure Test) |
- |
2000 |
|
For Cl 11.5 |
11.6(Edge Loading Test) |
- |
2000 |
|
For Cl 11.6 |
11.7(Shock Resistance Test) |
- |
2000 |
|
For Cl 11.7 |
11.8(Buckling Resistance Test) |
- |
750 |
|
For Cl 11.8 |
11.9(Slamming Test) |
- |
750 |
|
For Cl 11.9 |
11.1(Misuse Test) |
- |
750 |
|
For Cl 11.1 |
11.11(Varying Humidity Test) |
- |
7250 |
|
For Cl 11.11 |
11.12(End Immersion Test) |
- |
7250 |
|
For Cl 11.12 |
11.13(Knife Test) |
- |
500 |
|
For Cl 11.13 |
11.14(Glue Adhesion Test) |
- |
750 |
|
For Cl 11.4 |
11.15(Screw Withdrawal Resistance Test) |
- |
750 |
|
For Cl 11.15 |
14(Marking ) |
- |
2500 |
|
For Cl 14 |
|
Complete
|
|
- |
Included w.e.f. 09-04-2024. |
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 |
- |
-
|
24500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Clause No - 6.1(Timber) |
- |
250 |
|
For Complete Cl 6.1 |
Clause No -6.2(Alternative Materials (LVL) |
- |
2000 |
|
For Complete Cl 6.2 |
Clause No -6.2(Alternative Materials veneer laminated lumber (VLL)) |
- |
2000 |
|
For Complete Cl 6.2 |
Clause No -6.2(Alternative Materials medium density fibre board (MDF)) |
- |
2000 |
|
For Complete Cl 6.2 |
Clause No -6.2(Alternative Materials -plywood) |
- |
250 |
|
For Complete Cl 6.2 |
Clause No -6.2(BWP grade flush door shutter) |
- |
2000 |
|
For Complete Cl 6.2 |
Clause No -6.3.1("Face Panels:
Particle Board
MDF/ HDF
Fibre Hardboard") |
- |
2000 |
|
For Complete Cl 6.3.1 |
Clause No -6.4(Adhesive) |
- |
9750 |
|
For Complete Cl 6.4 |
Clause No -7.1(Construction) |
- |
1000 |
|
For Complete Cl 7.1 |
Clause No - 7.3(" MDF board or
HDF board ") |
- |
2000 |
|
For Complete Cl 7.3 |
Clause No -9.2("Workmanship and
finish") |
- |
250 |
|
For complete cl 9.2 |
Clause No -10.1(tests for flush door shutters) |
- |
500 |
|
For complete Cl 10.1 |
Clause No -10.2(End Immersion Test) |
- |
1000 |
|
For Complete Cl 10.2 |
Clause No -10.3(Glue Adhesion Test) |
- |
750 |
|
For complete Cl 10.3 |
Clause No -11(SAMPLING AND CRITERIA FOR CONFORMITY) |
- |
250 |
|
For Complete Cl 11 |
Clause No -12("ADDITIONAL REQUIREMENTS FOR ECO
MARK") |
- |
250 |
|
For Complete Cl 12 |
5(SIZES AND TOLERANCES) |
- |
5000 |
|
For complete cl 5 |
6.5(The swelling in thickness of the particle board, MDF
and HDF board for core) |
- |
5000 |
|
For Complete Cl 6.5 |
Clause No - 6.1(Timber) |
- |
250 |
|
For Complete Cl 6.1 |
Clause No -6.2(Alternative Materials (LVL) |
- |
2000 |
|
For Complete Cl 6.2 |
Clause No -6.2(Alternative Materials veneer laminated lumber (VLL)) |
- |
2000 |
|
For Complete Cl 6.2 |
Clause No -6.2(Alternative Materials medium density fibre board (MDF)) |
- |
2000 |
|
For Complete Cl 6.2 |
Clause No -6.2(Alternative Materials -plywood) |
- |
250 |
|
For Complete Cl 6.2 |
Clause No -6.2(BWP grade flush door shutter) |
- |
2000 |
|
For Complete Cl 6.2 |
Clause No -6.3.1("Face Panels:
Particle Board
MDF/ HDF
Fibre Hardboard") |
- |
2000 |
|
For Complete Cl 6.3.1 |
Clause No -6.4(Adhesive) |
- |
9750 |
|
For Complete Cl 6.4 |
Clause No -7.1(Construction) |
- |
1000 |
|
For Complete Cl 7.1 |
Clause No - 7.3(" MDF board or
HDF board ") |
- |
2000 |
|
For Complete Cl 7.3 |
Clause No -9.2("Workmanship and
finish") |
- |
250 |
|
For complete cl 9.2 |
Clause No -10.1(tests for flush door shutters) |
- |
500 |
|
For complete Cl 10.1 |
Clause No -10.2(End Immersion Test) |
- |
1000 |
|
For Complete Cl 10.2 |
Clause No -10.3(Glue Adhesion Test) |
- |
750 |
|
For complete Cl 10.3 |
Clause No -11(SAMPLING AND CRITERIA FOR CONFORMITY) |
- |
250 |
|
For Complete Cl 11 |
Clause No -12("ADDITIONAL REQUIREMENTS FOR ECO
MARK") |
- |
250 |
|
For Complete Cl 12 |
5(SIZES AND TOLERANCES) |
- |
5000 |
|
For complete cl 5 |
6.5(The swelling in thickness of the particle board, MDF
and HDF board for core) |
- |
5000 |
|
For Complete Cl 6.5 |
|
Complete
|
|
- |
Included W.E.F. 05-04-2024. |
15 |
IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
For all sizes and Grades as per IS 1786 |
-
|
10800 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 6.1(Length, Width & Thickness) |
- |
3000 |
|
For Cl 6 & 7 testing charges |
Cl 7.2(Weight) |
- |
3000 |
|
For Cl 6 & 7 testing charges |
Cl 5(Deformations and Surface Characteristics) |
- |
2000 |
|
For Complete Cl 5 |
Cl 8.1(UTM) |
- |
3000 |
|
For Cl 8 & 9 testing charges, , For Pull out - 8500 |
Cl 9.3(Load In One Direction) |
- |
3000 |
|
For Cl 8 & 9 testing charges |
Cl 9.4(Load In Other Direction From Bend) |
- |
3000 |
|
For Cl 8 & 9 testing charges |
Cl. 8.1 Table 3(Elongation, percentage) |
- |
3000 |
|
For Cl 8 & 9 testing charges |
Cl. 8.1 Table 3(TS/YS ratio) |
- |
3000 |
|
For Cl 8 & 9 testing charges |
Cl. 8.1 Table 3(Tensile Strength (TS)) |
- |
3000 |
|
For Cl 8 & 9 testing charges |
Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
3000 |
|
For Cl 8 & 9 testing charges |
Cl. 7.2 Table -2 (Nominal Mass) |
- |
3000 |
|
For Cl 6 & 7 testing charges |
Cl. 6.1(Nominal Size) |
- |
3000 |
|
For Cl 6 & 7 testing charges |
Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar)) |
- |
2000 |
|
For Complete Cl 5 |
4.1(Sulphur and phosphorous) |
- |
2800 |
|
For Complete Chemical Testing, if required |
4.1(CE) |
- |
2800 |
|
For Complete Chemical Testing, if required |
4.1( Nitrogen%) |
- |
2800 |
|
For Complete Chemical Testing, if required |
4.1(Ni) |
- |
2800 |
|
For Complete Chemical Testing, if required |
4.1(Mo) |
- |
2800 |
|
For Complete Chemical Testing, if required |
4.1(Cr) |
- |
2800 |
|
For Complete Chemical Testing, if required |
4.1( Ti) |
- |
2800 |
|
For Complete Chemical Testing, if required |
4.1(V) |
- |
2800 |
|
For Complete Chemical Testing, if required |
4.1( Nb) |
- |
2800 |
|
For Complete Chemical Testing, if required |
4.1( Aluminium %) |
- |
2800 |
|
For Complete Chemical Testing, if required |
4.1( Copper %) |
- |
2800 |
|
For Complete Chemical Testing, if required |
4.1(Silicon %) |
- |
2800 |
|
For Complete Chemical Testing, if required |
4.1(Sulphur %) |
- |
2800 |
|
For Complete Chemical Testing, if required |
4.1(Manganese %) |
- |
2800 |
|
For Complete Chemical Testing, if required |
4.1(Carbon %) |
- |
2800 |
|
For Complete Chemical Testing, if required |
Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), ) |
- |
2000 |
|
For Complete Cl 5 |
Cl. 8.1 Table 3(Total Elongation at Maximum Force) |
- |
3000 |
|
For Complete Cl 8 and Cl 9 |
|
Complete
|
|
- |
Except pull out test (Cl.5.7) |
16 |
IS 2692 (1989) |
Ferrules for water services ? specification |
Size: upto and including 50 mm |
-
|
7500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.1(Nominal Size ) |
- |
4000 |
|
For complete Cl 4 and Cl 6 |
4.1.1(Nominal Size ) |
- |
4000 |
|
For complete Cl 4 and Cl 6 |
8.6(Plug) |
- |
1200 |
|
For complete cl 8 |
10(Testing) |
- |
1500 |
|
For complete Cl 10 |
8.8(Srew Threads) |
- |
4000 |
|
For complete Cl 8 |
8.8(Srew Threads) |
- |
4000 |
|
For complete Cl 8 |
8.8(Srew Threads) |
- |
4000 |
|
For complete Cl 8 |
6.1 Table 2(Dimensions Dimension of body & cap ) |
- |
4000 |
|
For complete Cl 4 and Cl 6 |
6.1 Table 2(Dimensions Dimension of body & cap ) |
- |
4000 |
|
For complete Cl 4 and Cl 6 |
6.1 Table 2(Dimensions Dimension of body & cap ) |
- |
4000 |
|
For complete Cl 4 and Cl 6 |
6.1 Table 2(Dimensions Dimension of body & cap ) |
- |
4000 |
|
For complete Cl 4 and Cl 6 |
6.1 Table 2(Dimensions Dimension of body & cap ) |
- |
4000 |
|
For complete Cl 4 and Cl 6 |
6.1 Table 2(Dimensions Dimension of body & cap ) |
- |
4000 |
|
For complete Cl 4 and Cl 6 |
6.1 Table 2(Dimensions Dimension of body & cap ) |
- |
4000 |
|
For complete Cl 4 and Cl 6 |
6.1 Table 2(Dimensions Dimension of body & cap ) |
- |
4000 |
|
For complete Cl 4 and Cl 6 |
6.1 Table 2(Dimensions Dimension of body & cap ) |
- |
4000 |
|
For complete Cl 4 and Cl 6 |
6.1 Table 2(Dimensions Dimension of body & cap ) |
- |
4000 |
|
For complete Cl 4 and Cl 6 |
6.1 Table 2(Dimensions Dimension of body & cap ) |
- |
4000 |
|
For complete Cl 4 and Cl 6 |
6.1 Table 2(Dimensions Dimension of body & cap ) |
- |
4000 |
|
For complete Cl 4 and Cl 6 |
6.1 Table 2(Dimensions Dimension of body & cap ) |
- |
4000 |
|
For complete Cl 4 and Cl 6 |
6.1 Table 2(Dimensions Dimension of body & cap ) |
- |
4000 |
|
For complete Cl 4 and Cl 6 |
6.1 Table 3(Dimensions of Plug, Washer Plate and Washer) |
- |
4000 |
|
For complete Cl 4 and Cl 6 |
6.1 Table 3(Dimensions of Plug, Washer Plate and Washer) |
- |
4000 |
|
For complete Cl 4 and Cl 6 |
6.1 Table 3(Dimensions of Plug, Washer Plate and Washer) |
- |
4000 |
|
For complete Cl 4 and Cl 6 |
6.1 Table 3(Dimensions of Plug, Washer Plate and Washer) |
- |
4000 |
|
For complete Cl 4 and Cl 6 |
6.1 Table 3(Dimensions of Plug, Washer Plate and Washer) |
- |
4000 |
|
For complete Cl 4 and Cl 6 |
6.1 Table 3(Dimensions of Plug, Washer Plate and Washer) |
- |
4000 |
|
For complete Cl 4 and Cl 6 |
6.1 Table 3(Dimensions of Plug, Washer Plate and Washer) |
- |
4000 |
|
For complete Cl 4 and Cl 6 |
6.1 Table 3(Dimensions of Plug, Washer Plate and Washer) |
- |
4000 |
|
For complete Cl 4 and Cl 6 |
6.1 Table 3(Dimensions of Plug, Washer Plate and Washer) |
- |
4000 |
|
For complete Cl 4 and Cl 6 |
6.1 Table 3(Dimensions of Plug, Washer Plate and Washer) |
- |
4000 |
|
For complete Cl 4 and Cl 6 |
6.1 Table 3(Dimensions of Plug, Washer Plate and Washer) |
- |
4000 |
|
For complete Cl 4 and Cl 6 |
6.1 Table 3(Dimensions of Plug, Washer Plate and Washer) |
- |
4000 |
|
For complete Cl 4 and Cl 6 |
6.1 Table 3(Dimensions of Plug, Washer Plate and Washer) |
- |
4000 |
|
For complete Cl 4 and Cl 6 |
7.1(MANUFACTURE AND WORKMANSHIP) |
- |
4000 |
|
For complete Cl 4 and Cl 6 |
7.2(MANUFACTURE AND WORKMANSHIP) |
- |
4000 |
|
For complete Cl 8 |
8.1(Construction) |
- |
4000 |
|
For complete Cl 8 |
8.2(Water way) |
- |
4000 |
|
For complete Cl 8 |
8.3(Body) |
- |
4000 |
|
For complete Cl 8 |
8.4(Seating) |
- |
4000 |
|
For complete Cl 8 |
8.7(Washer plate) |
- |
4000 |
|
For complete Cl 8 |
11(Marking) |
- |
4000 |
|
For complete Cl 11 |
11(Marking) |
- |
4000 |
|
For complete Cl 11 |
|
Complete
|
|
- |
Except 8mm, 10mm |
17 |
IS 2062 (2011) |
Hot rolled medium and high tensile structural steel - Specification (Seventh Revision) |
For all sizes |
-
|
15000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 15(Length, Width & Thickness) |
- |
5500 |
|
For Dimension and Tolerance and Mechanical properties parameters |
Cl 10.3(UTM) |
- |
5500 |
|
For Dimension and Tolerance and Mechanical properties parameters |
Cl 11.3(Press) |
- |
5500 |
|
For Dimension and Tolerance and Mechanical properties parameters |
Cl 12(Sudden Load Applied) |
- |
4000 |
|
For Complete Cl 12, Cl 13 and Cl 7 |
Cl 18(Weight) |
- |
5500 |
|
For Dimension and Tolerance and Mechanical properties parameters |
Cl 13(Y Groove Cracking Test) |
- |
4000 |
|
For Complete Cl 12, Cl 13 and Cl 7 |
Cl 7(Workmanship) |
- |
4000 |
|
For Complete Cl 12, Cl 13 and Cl 7 |
Clause - 5, 8.1 & 8.2(E650, ALUMINIUM) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E650, SILICON) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E650, NITROGEN) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E650 ,MANGANESE) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E650, PHOSPHURS) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E650, SULPHUR) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E650, CARBON) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E600, CARBON +EQUIVELENT ) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E600, ALUMINIUM) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E600, SILICON) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E600, NITROGEN) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E600 ,MANGANESE) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E600, PHOSPHURS) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E600, SULPHUR) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E600, CARBON) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E550, CARBON +EQUIVELENT ) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E550, ALUMINIUM) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E550, SILICON) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E550, NITROGEN) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E550 ,MANGANESE) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E550, PHOSPHURS) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E550, SULPHUR) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E550, CARBON) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E450, CARBON +EQUIVELENT ) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E450, ALUMINIUM) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E450, SILICON) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E450, NITROGEN) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E450 ,MANGANESE) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E450, PHOSPHURS) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E450, SULPHUR) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E450, CARBON) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E410, CARBON +EQUIVELENT ) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E410, ALUMINIUM) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E410, SILICON) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E410, NITROGEN) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E410 ,MANGANESE) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E410, PHOSPHURS) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E410, SULPHUR) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E410, CARBON) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E350, CARBON +EQUIVELENT ) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E350, ALUMINIUM) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E350, SILICON) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E350, NITROGEN) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E350 ,MANGANESE) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E350, PHOSPHURS) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E350, SULPHUR) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E350, CARBON) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E300, CARBON +EQUIVELENT ) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E300, ALUMINIUM) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E300, SILICON) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E300, NITROGEN) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E300 ,MANGANESE) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E300, PHOSPHURS) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E300, SULPHUR) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E300, CARBON) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E275, CARBON +EQUIVELENT ) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E275, ALUMINIUM) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E275, SILICON) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E275, NITROGEN) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E275 ,MANGANESE) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E275, PHOSPHURS) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E275, SULPHUR) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E275, CARBON) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E250, CARBON +EQUIVELENT ) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E250, ALUMINIUM) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E250, SILICON) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E250, NITROGEN) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E250 ,MANGANESE) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E250, PHOSPHURS) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E250, SULPHUR) |
- |
5500 |
|
For Complete Chemical Testing, if required |
Clause - 5, 8.1 & 8.2(E250, CARBON) |
- |
5500 |
|
For Complete Chemical Testing, if required |
|
Complete
|
|
- |
INCLUDED W.E.F. 28-10-2020. Excluding cl.13 Y-Groove crack ability test |
18 |
IS 513_1 (2016) |
Cold reduced low carbon steel sheets and strips |
- |
-
|
7000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 8.5(Workmanship) |
- |
1000 |
|
For complete Cl 5,8.5,10,11,12,13.1 |
11(Dimensions & tolerances) |
- |
5000 |
|
For complete Mechanical Test |
13.1(Marking) |
- |
0 |
|
For complete Cl 5,8.5,10,11,12,13.1 |
7.0 & table 3(Chromium as Cr) |
- |
2000 |
|
For complete Chemical Test |
7.0 & table 3(Nickel as Ni) |
- |
2000 |
|
For complete Chemical Test |
7.0 & table 3(Niobium as Nb) |
- |
2000 |
|
For complete Chemical Test |
7.0 & table 3(Vanadium as V) |
- |
2000 |
|
For complete Chemical Test |
7.0 & table 3(Titanium as Ti) |
- |
2000 |
|
For complete Chemical Test |
7.0 & table 3(Molybdenum as Mp) |
- |
2000 |
|
For complete Chemical Test |
7.0 & table 3(Boron as B) |
- |
2000 |
|
For complete Chemical Test |
7.0 & table 3(Calcium as Ca) |
- |
2000 |
|
For complete Chemical Test |
8.2(Erichson cupping test - IS 10175 for CR2, CR3, CR4 Grades from 0.5 - 2.0 mm Thickness) |
- |
5000 |
|
For complete Mechanical tests |
8.3(Rockwell Hardness test -HRB - IS:1586) |
- |
5000 |
|
For complete Mechanical Test |
8.5(Plastic strain ratio - IS: 11999) |
- |
5000 |
|
For complete Mechanical Test |
8.6(Tensile strain hardening component - IS 15756) |
- |
5000 |
|
For complete Mechanical Test |
9.5.3(Surface Roughness) |
- |
5000 |
|
For complete Mechanical Test |
9.6(Oiling) |
- |
2000 |
|
For complete Mechanical tests |
10(FREEDOM FROM DEFECTS) |
- |
0 |
|
For complete Cl 5,8.5,10,11,12,13.1 |
11(Width - SOP MT-23) |
- |
5000 |
|
For complete Mechanical tests |
11(Thickness - SOP MT-23) |
- |
5000 |
|
For complete Mechanical tests |
5(Non-ageing Characteritics) |
- |
5000 |
|
For complete Mechanical tests |
12(Marking and Packing) |
- |
0 |
|
For complete Cl 5,8.5,10,11,12,13.1 |
|
Complete
|
|
- |
Included w.e.f. 06-07-2023. |
19 |
IS 513 : Part 2 (2016) |
Cold reduced carbon steel sheet and strip: Part 2 high tensile and multi - Phase steel (Sixth Revision) |
- |
-
|
7000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 7(UTM) |
- |
5000 |
|
For complete Mechanical tests |
Cl 8.5(Workmanship) |
- |
5000 |
|
For complete Mechanical tests |
Cl 8.6(Workmanship) |
- |
5000 |
|
For complete Mechanical tests |
Cl 9(Workmanship) |
- |
5000 |
|
For complete Mechanical tests |
Cl 10(Length, Width & Thickness) |
- |
5000 |
|
For complete Mechanical tests |
6.0(ALUMINIUM) |
- |
2000 |
|
For complete Mechanical tests |
6.0(MICRO ALLOYS) |
- |
2000 |
|
For complete Mechanical tests |
6.0(NITROGEN) |
- |
2000 |
|
For complete Mechanical tests |
6.0(SILICON) |
- |
2000 |
|
For complete Mechanical tests |
6.0(MANGANESE) |
- |
2000 |
|
For complete Mechanical tests |
6.0(PHOSPHORUS) |
- |
2000 |
|
For complete Mechanical tests |
6.0(SULPHUR) |
- |
2000 |
|
For Complete Chemical Test |
6.0(CARBON) |
- |
2000 |
|
For Complete Chemical Test |
Cl. 10(Out of square) |
- |
5000 |
|
For complete mechanical test |
Cl. 10(Flatness) |
- |
5000 |
|
For complete mechanical test |
Cl. 10(Camber) |
- |
5000 |
|
For complete mechanical test |
Cl. 10(Width) |
- |
5000 |
|
For complete mechanical test |
Cl. 10(Thickness) |
- |
5000 |
|
For complete mechanical test |
Cl. 8.5.3 Table 6(Surface Roughness) |
- |
5000 |
|
For complete mechanical test |
Cl. 7.3 Table 4A & 4B(Tensile Strain Hardening) |
- |
5000 |
|
For complete mechanical test |
Cl. 7.2 Table 7(Bend Test) |
- |
5000 |
|
For complete mechanical test |
7.0 & table 3(Chromium as Cr) |
- |
2000 |
|
For Complete Chemical Test |
7.0 & table 3(Nickel as Ni) |
- |
2000 |
|
For Complete Chemical Test |
7.0 & table 3(Niobium as Nb) |
- |
2000 |
|
For Complete Chemical Test |
7.0 & table 3(Vanadium as V) |
- |
2000 |
|
For Complete Chemical Test |
7.0 & table 3(Titanium as Ti) |
- |
2000 |
|
For Complete Chemical Test |
7.0 & table 3(Molybdenum as Mp) |
- |
2000 |
|
For Complete Chemical Test |
7.0 & table 3(Boron as B) |
- |
2000 |
|
For Complete Chemical Test |
7.0 & table 3(Calcium as Ca) |
- |
2000 |
|
For Complete Chemical Test |
7.2(Bend test - IS 1599) |
- |
5000 |
|
For complete mechanical test |
8.2(Erichson cupping test - IS 10175 for CR2, CR3, CR4 Grades from 0.5 - 2.0 mm Thickness) |
- |
5000 |
|
For complete mechanical test |
8.3(Rockwell Hardness test -HRB - IS:1586) |
- |
50000 |
|
For complete mechanical test |
7.3(Tensile strain hardening component - IS 15756) |
- |
5000 |
|
For complete mechanical test |
8.0(Surface Roughness) |
- |
5000 |
|
For complete mechanical test |
8.6(Oiling) |
- |
0 |
|
- |
9(Freedom from defects) |
- |
0 |
|
- |
12(Marking and Packing) |
- |
0 |
|
- |
|
Complete
|
|
- |
Included w.e.f. 06-07-2023. |
20 |
IS 14587 (2023) |
Prelaminated Medium Density Fibre Board - Specification |
- |
-
|
16400 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl-5.1(Medium Density Fibre (MDF) Board) |
- |
2500 |
|
For complete dimension test |
Cl-7(Finish) |
- |
2500 |
|
For complete dimension test |
Cl-8.1(Dimensions of prelaminated MDF) |
- |
2500 |
|
For complete dimension test |
Cl-8.2(Tolerances) |
- |
2500 |
|
For complete dimension test |
Cl-8.2.1(Edge straightness) |
- |
2500 |
|
For complete dimension test |
Cl-9.1 S.No-(1), i(Density, kg/m3) |
- |
650 |
|
For density test |
Cl-9.1 S.No-(1), ii(Variation from mean density, percent) |
- |
650 |
|
For density test |
Cl-9.1 S.No-(1), iii(Moisture content, percent) |
- |
2500 |
|
For complete dimension test |
Cl-9.1 S.No-(1), iv(Variation from mean moisture content, percent (absolute)) |
- |
2500 |
|
For complete dimension test |
Cl-9.1 S.No-(1), v(Linear expansion (thickness swelling in water), due to general absorption after 24 h soaking, percent, Max) |
- |
1000 |
|
For swelling in water test |
Cl-9.1 S.No-(1), vi(Internal bond strength, N/mm2, Min) |
- |
2500 |
|
For complete dimension test |
Cl-9.1 S.No-(1), vii,a(After cyclic test) |
- |
2500 |
|
For complete dimension test |
Cl-9.1 S.No-(1), vii,b(After accelerated water resistance test) |
- |
2500 |
|
For complete dimension test |
Cl-9.1 S.No-(1), viii(Modulus of rupture, N/mm2 , Min) |
- |
2500 |
|
For rupture test |
Cl-9.1 S.No-(1), ix(Modulus of elasticity, N/mm2 , Min) |
- |
2500 |
|
For elasticity test |
Cl-9.1 S.No-(1), x,(Screw withdrawal strength, ????????, Min) |
- |
1000 |
|
For screw withdrwal test |
Cl-9.1 S.No-(1), xi(Formaldehyde content (Fc), mg/100 g for oven dry board) |
- |
1000 |
|
For formaldehyde test |
Cl-9.1 S.No-(1), xii(Steady-state formaldehyde emission (Fc), mg/m3) |
- |
1000 |
|
For formaldehyde test |
Cl-9.1 S.No-(1), xiii(Abrasion resistance in number of revolutions, Min, (Type 1 to 4)) |
- |
1000 |
|
for abrasson resistance test |
Cl-9.1 S.No-(1), xiv(Resistance to steam/water vapours) |
- |
1000 |
|
For resistance to stem vapours test |
Cl-9.1 S.No-(1), xv(Resistance to crack) |
- |
1000 |
|
For resistance to crack test |
Cl-9.1 S.No-(1), xvi(Resistance to a cigarette burn) |
- |
1500 |
|
For resistance test |
Cl-9.1 S.No-(1), xvii(Resistance to stain) |
- |
1500 |
|
For resistance test |
Cl-11.2(Specific Requirement) |
- |
2500 |
|
For complete dimensional test |
Cl-12(Marking) |
- |
2500 |
|
For complete dimensional test |
|
Complete
|
|
- |
Included w.e.f. 26.11.2024 |
21 |
IS 3087 (2005) |
Practicle boards of wood and other lingnocellulosic materials (medium density) for general purposes -Specification |
- |
-
|
16400 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
1 (i) Table 1(Density Variation (Flat Pressed Single Layer)) |
- |
500 |
|
- |
1 (i) Table 1(Density Variation (Flat Pressed Three Layer grade 1)) |
- |
500 |
|
- |
1 (i) Table 1(Density Variation (Flat Pressed Three Layer grade 2)) |
- |
500 |
|
- |
1 (i) Table 1(Density Variation (Extrusion Pressed Solids) XPS) |
- |
500 |
|
- |
1 (i) Table 1(Density Variation (Extrusion Pressed Tubular) XPS) |
- |
500 |
|
- |
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Single Layer)) |
- |
400 |
|
- |
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Three Layer grade 1)) |
- |
400 |
|
- |
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Three Layer grade 2)) |
- |
400 |
|
- |
1 (ii) (a) Table 1(Water absorption, 2h soacking (Extrusion Pressed Solids) XPS) |
- |
400 |
|
- |
1 (ii) (a) Table 1(Water absorption, 2h soacking (Extrusion Pressed Tubular) XPS) |
- |
400 |
|
- |
1 (ii) Table 1 (b)(Water absorption, 24h soacking (Flat Pressed Single Layer)) |
- |
400 |
|
- |
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Flat Pressed Three Layer grade 1)) |
- |
400 |
|
- |
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Flat Pressed Three Layer grade 2)) |
- |
400 |
|
- |
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Extrusion Pressed Solids) XPS) |
- |
400 |
|
- |
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Extrusion Pressed Tubular) XPS) |
- |
400 |
|
- |
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Single Layer)) |
- |
500 |
|
- |
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Three Layer grade 1)) |
- |
500 |
|
- |
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Three Layer grade 2)) |
- |
500 |
|
- |
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Extrusion Pressed Solids) XPS) |
- |
500 |
|
- |
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Extrusion Pressed Tubular) XPS) |
- |
500 |
|
- |
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Single Layer)) |
- |
500 |
|
- |
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Three Layer grade 1)) |
- |
500 |
|
- |
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Three Layer grade 2)) |
- |
500 |
|
- |
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Extrusion Pressed Solids) XPS) |
- |
500 |
|
- |
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Extrusion Pressed Tubular) XPS) |
- |
500 |
|
- |
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Single Layer)) |
- |
500 |
|
- |
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Three Layer grade 1)) |
- |
500 |
|
- |
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Three Layer grade 2)) |
- |
500 |
|
- |
1 (iv) Table 1(Thickness swelling, Width (Extrusion Pressed Solids) XPS) |
- |
500 |
|
- |
1 (iv) Table 1(Thickness swelling, Width (Extrusion Pressed Tubular) XPS) |
- |
500 |
|
- |
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Single Layer)) |
- |
1000 |
|
- |
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Three Layer grade 1)) |
- |
1000 |
|
- |
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Three Layer grade 2)) |
- |
1000 |
|
- |
1 (v) Table 1(Swelling in thickness due to surface absorption, (Extrusion Pressed Solids) XPS) |
- |
1000 |
|
- |
1 (v) Table 1(Swelling in thickness due to surface absorption, (Extrusion Pressed Tubular) XPS) |
- |
1000 |
|
- |
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Single Layer)) |
- |
600 |
|
- |
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Three Layer grade 1)) |
- |
600 |
|
- |
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Three Layer grade 2)) |
- |
600 |
|
- |
1 (vi) (a), Table 1(Modulus of rupture, Average (Extrusion Pressed Solids) XPS) |
- |
600 |
|
- |
1 (vi) (a), Table 1(Modulus of rupture, Average (Extrusion Pressed Tubular) XPS) |
- |
600 |
|
- |
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Single Layer)) |
- |
600 |
|
- |
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Three Layer grade 1)) |
- |
600 |
|
- |
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Three Layer grade 2)) |
- |
600 |
|
- |
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Extrusion Pressed Solids) XPS) |
- |
600 |
|
- |
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Extrusion Pressed Tubular) XPT) |
- |
600 |
|
- |
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Single Layer)) |
- |
600 |
|
- |
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Three Layer grade 1)) |
- |
600 |
|
- |
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Three Layer grade 2)) |
- |
600 |
|
- |
1 (vii) (a), Table 1(Modulus of elasticity, Average (Extrusion Pressed Solids) XPS) |
- |
600 |
|
- |
1 (vii) (a), Table 1(Modulus of elasticity, Average (Extrusion Pressed Tubular) XPT) |
- |
600 |
|
- |
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Single Layer)) |
- |
600 |
|
- |
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Three Layer grade 1)) |
- |
600 |
|
- |
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Three Layer grade 2)) |
- |
600 |
|
- |
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Extrusion Pressed Solids) XPS) |
- |
600 |
|
- |
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Extrusion Pressed Tubular) XPT) |
- |
600 |
|
- |
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Flat Pressed Single Layer)) |
- |
750 |
|
- |
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface,Upto 20mm thickness (Flat Pressed Three Layer grade 1)) |
- |
750 |
|
- |
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Flat Pressed Three Layer grade 2)) |
- |
750 |
|
- |
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Extrusion Pressed Solids) XPS) |
- |
750 |
|
- |
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Extrusion Pressed Tubular) XPT) |
- |
750 |
|
- |
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Flat Pressed Single Layer)) |
- |
750 |
|
- |
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface,Above 20mm thickness (Flat Pressed Three Layer grade 1)) |
- |
750 |
|
- |
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Flat Pressed Three Layer grade 2)) |
- |
750 |
|
- |
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Extrusion Pressed Solids) XPS) |
- |
750 |
|
- |
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Extrusion Pressed Tubular) XPT) |
- |
750 |
|
- |
1 (i) Table 1(Density Variation (Flat Pressed Single Layer)) |
- |
500 |
|
- |
1 (i) Table 1(Density Variation (Flat Pressed Three Layer grade 1)) |
- |
500 |
|
- |
1 (i) Table 1(Density Variation (Flat Pressed Three Layer grade 2)) |
- |
500 |
|
- |
1 (i) Table 1(Density Variation (Extrusion Pressed Solids) XPS) |
- |
500 |
|
- |
1 (i) Table 1(Density Variation (Extrusion Pressed Tubular) XPS) |
- |
500 |
|
- |
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Single Layer)) |
- |
400 |
|
- |
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Three Layer grade 1)) |
- |
400 |
|
- |
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Three Layer grade 2)) |
- |
400 |
|
- |
1 (ii) (a) Table 1(Water absorption, 2h soacking (Extrusion Pressed Solids) XPS) |
- |
400 |
|
- |
1 (ii) (a) Table 1(Water absorption, 2h soacking (Extrusion Pressed Tubular) XPS) |
- |
400 |
|
- |
1 (ii) Table 1 (b)(Water absorption, 24h soacking (Flat Pressed Single Layer)) |
- |
400 |
|
- |
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Flat Pressed Three Layer grade 1)) |
- |
400 |
|
- |
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Flat Pressed Three Layer grade 2)) |
- |
400 |
|
- |
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Extrusion Pressed Solids) XPS) |
- |
400 |
|
- |
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Extrusion Pressed Tubular) XPS) |
- |
400 |
|
- |
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Single Layer)) |
- |
500 |
|
- |
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Three Layer grade 1)) |
- |
500 |
|
- |
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Three Layer grade 2)) |
- |
500 |
|
- |
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Extrusion Pressed Solids) XPS) |
- |
500 |
|
- |
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Extrusion Pressed Tubular) XPS) |
- |
500 |
|
- |
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Single Layer)) |
- |
500 |
|
- |
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Three Layer grade 1)) |
- |
500 |
|
- |
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Three Layer grade 2)) |
- |
500 |
|
- |
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Extrusion Pressed Solids) XPS) |
- |
500 |
|
- |
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Extrusion Pressed Tubular) XPS) |
- |
500 |
|
- |
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Single Layer)) |
- |
500 |
|
- |
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Three Layer grade 1)) |
- |
500 |
|
- |
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Three Layer grade 2)) |
- |
500 |
|
- |
1 (iv) Table 1(Thickness swelling, Width (Extrusion Pressed Solids) XPS) |
- |
500 |
|
- |
1 (iv) Table 1(Thickness swelling, Width (Extrusion Pressed Tubular) XPS) |
- |
500 |
|
- |
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Single Layer)) |
- |
1000 |
|
- |
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Three Layer grade 1)) |
- |
1000 |
|
- |
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Three Layer grade 2)) |
- |
1000 |
|
- |
1 (v) Table 1(Swelling in thickness due to surface absorption, (Extrusion Pressed Solids) XPS) |
- |
1000 |
|
- |
1 (v) Table 1(Swelling in thickness due to surface absorption, (Extrusion Pressed Tubular) XPS) |
- |
1000 |
|
- |
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Single Layer)) |
- |
600 |
|
- |
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Three Layer grade 1)) |
- |
600 |
|
- |
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Three Layer grade 2)) |
- |
600 |
|
- |
1 (vi) (a), Table 1(Modulus of rupture, Average (Extrusion Pressed Solids) XPS) |
- |
600 |
|
- |
1 (vi) (a), Table 1(Modulus of rupture, Average (Extrusion Pressed Tubular) XPS) |
- |
600 |
|
- |
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Single Layer)) |
- |
600 |
|
- |
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Three Layer grade 1)) |
- |
600 |
|
- |
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Three Layer grade 2)) |
- |
600 |
|
- |
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Extrusion Pressed Solids) XPS) |
- |
600 |
|
- |
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Extrusion Pressed Tubular) XPT) |
- |
600 |
|
- |
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Single Layer)) |
- |
600 |
|
- |
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Three Layer grade 1)) |
- |
600 |
|
- |
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Three Layer grade 2)) |
- |
600 |
|
- |
1 (vii) (a), Table 1(Modulus of elasticity, Average (Extrusion Pressed Solids) XPS) |
- |
600 |
|
- |
1 (vii) (a), Table 1(Modulus of elasticity, Average (Extrusion Pressed Tubular) XPT) |
- |
600 |
|
- |
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Single Layer)) |
- |
600 |
|
- |
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Three Layer grade 1)) |
- |
600 |
|
- |
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Three Layer grade 2)) |
- |
600 |
|
- |
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Extrusion Pressed Solids) XPS) |
- |
600 |
|
- |
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Extrusion Pressed Tubular) XPT) |
- |
600 |
|
- |
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Flat Pressed Single Layer)) |
- |
750 |
|
- |
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface,Upto 20mm thickness (Flat Pressed Three Layer grade 1)) |
- |
750 |
|
- |
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Flat Pressed Three Layer grade 2)) |
- |
750 |
|
- |
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Extrusion Pressed Solids) XPS) |
- |
750 |
|
- |
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Extrusion Pressed Tubular) XPT) |
- |
750 |
|
- |
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Flat Pressed Single Layer)) |
- |
750 |
|
- |
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface,Above 20mm thickness (Flat Pressed Three Layer grade 1)) |
- |
750 |
|
- |
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Flat Pressed Three Layer grade 2)) |
- |
750 |
|
- |
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Extrusion Pressed Solids) XPS) |
- |
750 |
|
- |
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Extrusion Pressed Tubular) XPT) |
- |
750 |
|
- |
7(Finish) |
- |
400 |
|
- |
8.3(Dimensional Tolerances) |
- |
1350 |
|
- |
9.2, 11.4(Moisture content) |
- |
400 |
|
- |
11.10(screw withdrawal strength) |
- |
500 |
|
- |
1 (i) Table 1(Density Variation (Flat Pressed Single Layer)) |
- |
- |
|
- |
1 (i) Table 1(Density Variation (Flat Pressed Three Layer grade 1)) |
- |
- |
|
- |
1 (i) Table 1(Density Variation (Flat Pressed Three Layer grade 2)) |
- |
- |
|
- |
1 (i) Table 1(Density Variation (Extrusion Pressed Solids) XPS) |
- |
- |
|
- |
1 (i) Table 1(Density Variation (Extrusion Pressed Tubular) XPS) |
- |
- |
|
- |
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Single Layer)) |
- |
- |
|
- |
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Three Layer grade 1)) |
- |
- |
|
- |
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Three Layer grade 2)) |
- |
- |
|
- |
1 (ii) (a) Table 1(Water absorption, 2h soacking (Extrusion Pressed Solids) XPS) |
- |
- |
|
- |
1 (ii) (a) Table 1(Water absorption, 2h soacking (Extrusion Pressed Tubular) XPS) |
- |
- |
|
- |
1 (ii) Table 1 (b)(Water absorption, 24h soacking (Flat Pressed Single Layer)) |
- |
- |
|
- |
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Flat Pressed Three Layer grade 1)) |
- |
- |
|
- |
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Flat Pressed Three Layer grade 2)) |
- |
- |
|
- |
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Extrusion Pressed Solids) XPS) |
- |
- |
|
- |
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Extrusion Pressed Tubular) XPS) |
- |
- |
|
- |
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Single Layer)) |
- |
- |
|
- |
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Three Layer grade 1)) |
- |
- |
|
- |
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Three Layer grade 2)) |
- |
- |
|
- |
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Extrusion Pressed Solids) XPS) |
- |
- |
|
- |
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Extrusion Pressed Tubular) XPS) |
- |
- |
|
- |
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Single Layer)) |
- |
- |
|
- |
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Three Layer grade 1)) |
- |
- |
|
- |
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Three Layer grade 2)) |
- |
- |
|
- |
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Extrusion Pressed Solids) XPS) |
- |
- |
|
- |
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Extrusion Pressed Tubular) XPS) |
- |
- |
|
- |
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Single Layer)) |
- |
- |
|
- |
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Three Layer grade 1)) |
- |
- |
|
- |
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Three Layer grade 2)) |
- |
- |
|
- |
1 (iv) Table 1(Thickness swelling, Width (Extrusion Pressed Solids) XPS) |
- |
- |
|
- |
1 (iv) Table 1(Thickness swelling, Width (Extrusion Pressed Tubular) XPS) |
- |
- |
|
- |
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Single Layer)) |
- |
- |
|
- |
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Three Layer grade 1)) |
- |
- |
|
- |
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Three Layer grade 2)) |
- |
- |
|
- |
1 (v) Table 1(Swelling in thickness due to surface absorption, (Extrusion Pressed Solids) XPS) |
- |
- |
|
- |
1 (v) Table 1(Swelling in thickness due to surface absorption, (Extrusion Pressed Tubular) XPS) |
- |
- |
|
- |
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Single Layer)) |
- |
- |
|
- |
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Three Layer grade 1)) |
- |
- |
|
- |
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Three Layer grade 2)) |
- |
- |
|
- |
1 (vi) (a), Table 1(Modulus of rupture, Average (Extrusion Pressed Solids) XPS) |
- |
- |
|
- |
1 (vi) (a), Table 1(Modulus of rupture, Average (Extrusion Pressed Tubular) XPS) |
- |
- |
|
- |
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Single Layer)) |
- |
- |
|
- |
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Three Layer grade 1)) |
- |
- |
|
- |
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Three Layer grade 2)) |
- |
- |
|
- |
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Extrusion Pressed Solids) XPS) |
- |
- |
|
- |
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Extrusion Pressed Tubular) XPT) |
- |
- |
|
- |
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Single Layer)) |
- |
- |
|
- |
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Three Layer grade 1)) |
- |
- |
|
- |
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Three Layer grade 2)) |
- |
- |
|
- |
1 (vii) (a), Table 1(Modulus of elasticity, Average (Extrusion Pressed Solids) XPS) |
- |
- |
|
- |
1 (vii) (a), Table 1(Modulus of elasticity, Average (Extrusion Pressed Tubular) XPT) |
- |
- |
|
- |
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Single Layer)) |
- |
- |
|
- |
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Three Layer grade 1)) |
- |
- |
|
- |
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Three Layer grade 2)) |
- |
- |
|
- |
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Extrusion Pressed Solids) XPS) |
- |
- |
|
- |
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Extrusion Pressed Tubular) XPT) |
- |
- |
|
- |
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Flat Pressed Single Layer)) |
- |
- |
|
- |
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface,Upto 20mm thickness (Flat Pressed Three Layer grade 1)) |
- |
- |
|
- |
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Flat Pressed Three Layer grade 2)) |
- |
- |
|
- |
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Extrusion Pressed Solids) XPS) |
- |
- |
|
- |
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Extrusion Pressed Tubular) XPT) |
- |
- |
|
- |
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Flat Pressed Single Layer)) |
- |
- |
|
- |
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface,Above 20mm thickness (Flat Pressed Three Layer grade 1)) |
- |
- |
|
- |
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Flat Pressed Three Layer grade 2)) |
- |
- |
|
- |
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Extrusion Pressed Solids) XPS) |
- |
- |
|
- |
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Extrusion Pressed Tubular) XPT) |
- |
- |
|
- |
1 (i) Table 1(Density Variation (Flat Pressed Single Layer)) |
- |
- |
|
- |
1 (i) Table 1(Density Variation (Flat Pressed Three Layer grade 1)) |
- |
- |
|
- |
1 (i) Table 1(Density Variation (Flat Pressed Three Layer grade 2)) |
- |
- |
|
- |
1 (i) Table 1(Density Variation (Extrusion Pressed Solids) XPS) |
- |
- |
|
- |
1 (i) Table 1(Density Variation (Extrusion Pressed Tubular) XPS) |
- |
- |
|
- |
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Single Layer)) |
- |
- |
|
- |
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Three Layer grade 1)) |
- |
- |
|
- |
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Three Layer grade 2)) |
- |
- |
|
- |
1 (ii) (a) Table 1(Water absorption, 2h soacking (Extrusion Pressed Solids) XPS) |
- |
- |
|
- |
1 (ii) (a) Table 1(Water absorption, 2h soacking (Extrusion Pressed Tubular) XPS) |
- |
- |
|
- |
1 (ii) Table 1 (b)(Water absorption, 24h soacking (Flat Pressed Single Layer)) |
- |
- |
|
- |
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Flat Pressed Three Layer grade 1)) |
- |
- |
|
- |
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Flat Pressed Three Layer grade 2)) |
- |
- |
|
- |
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Extrusion Pressed Solids) XPS) |
- |
- |
|
- |
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Extrusion Pressed Tubular) XPS) |
- |
- |
|
- |
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Single Layer)) |
- |
- |
|
- |
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Three Layer grade 1)) |
- |
- |
|
- |
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Three Layer grade 2)) |
- |
- |
|
- |
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Extrusion Pressed Solids) XPS) |
- |
- |
|
- |
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Extrusion Pressed Tubular) XPS) |
- |
- |
|
- |
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Single Layer)) |
- |
- |
|
- |
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Three Layer grade 1)) |
- |
- |
|
- |
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Three Layer grade 2)) |
- |
- |
|
- |
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Extrusion Pressed Solids) XPS) |
- |
- |
|
- |
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Extrusion Pressed Tubular) XPS) |
- |
- |
|
- |
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Single Layer)) |
- |
- |
|
- |
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Three Layer grade 1)) |
- |
- |
|
- |
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Three Layer grade 2)) |
- |
- |
|
- |
1 (iv) Table 1(Thickness swelling, Width (Extrusion Pressed Solids) XPS) |
- |
- |
|
- |
1 (iv) Table 1(Thickness swelling, Width (Extrusion Pressed Tubular) XPS) |
- |
- |
|
- |
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Single Layer)) |
- |
- |
|
- |
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Three Layer grade 1)) |
- |
- |
|
- |
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Three Layer grade 2)) |
- |
- |
|
- |
1 (v) Table 1(Swelling in thickness due to surface absorption, (Extrusion Pressed Solids) XPS) |
- |
- |
|
- |
1 (v) Table 1(Swelling in thickness due to surface absorption, (Extrusion Pressed Tubular) XPS) |
- |
- |
|
- |
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Single Layer)) |
- |
- |
|
- |
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Three Layer grade 1)) |
- |
- |
|
- |
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Three Layer grade 2)) |
- |
- |
|
- |
1 (vi) (a), Table 1(Modulus of rupture, Average (Extrusion Pressed Solids) XPS) |
- |
- |
|
- |
1 (vi) (a), Table 1(Modulus of rupture, Average (Extrusion Pressed Tubular) XPS) |
- |
- |
|
- |
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Single Layer)) |
- |
- |
|
- |
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Three Layer grade 1)) |
- |
- |
|
- |
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Three Layer grade 2)) |
- |
- |
|
- |
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Extrusion Pressed Solids) XPS) |
- |
- |
|
- |
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Extrusion Pressed Tubular) XPT) |
- |
- |
|
- |
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Single Layer)) |
- |
- |
|
- |
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Three Layer grade 1)) |
- |
- |
|
- |
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Three Layer grade 2)) |
- |
- |
|
- |
1 (vii) (a), Table 1(Modulus of elasticity, Average (Extrusion Pressed Solids) XPS) |
- |
- |
|
- |
1 (vii) (a), Table 1(Modulus of elasticity, Average (Extrusion Pressed Tubular) XPT) |
- |
- |
|
- |
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Single Layer)) |
- |
- |
|
- |
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Three Layer grade 1)) |
- |
- |
|
- |
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Three Layer grade 2)) |
- |
- |
|
- |
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Extrusion Pressed Solids) XPS) |
- |
- |
|
- |
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Extrusion Pressed Tubular) XPT) |
- |
- |
|
- |
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Flat Pressed Single Layer)) |
- |
- |
|
- |
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface,Upto 20mm thickness (Flat Pressed Three Layer grade 1)) |
- |
- |
|
- |
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Flat Pressed Three Layer grade 2)) |
- |
- |
|
- |
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Extrusion Pressed Solids) XPS) |
- |
- |
|
- |
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Extrusion Pressed Tubular) XPT) |
- |
- |
|
- |
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Flat Pressed Single Layer)) |
- |
- |
|
- |
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface,Above 20mm thickness (Flat Pressed Three Layer grade 1)) |
- |
- |
|
- |
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Flat Pressed Three Layer grade 2)) |
- |
- |
|
- |
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Extrusion Pressed Solids) XPS) |
- |
- |
|
- |
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Extrusion Pressed Tubular) XPT) |
- |
- |
|
- |
7(Finish) |
- |
- |
|
- |
8.3(Dimensional Tolerances) |
- |
- |
|
- |
9.2, 11.4(Moisture content) |
- |
- |
|
- |
11.10(screw withdrawal strength) |
- |
- |
|
- |
Cl-9.7 (Amendment No-5)(Formaldehyde Content/Emission, Fc) |
- |
- |
|
- |
Cl-9.8 (Amendment No-4)(Steady State Formaldehyde Emission Value) |
- |
- |
|
- |
Cl-9.6(Workability) |
- |
- |
|
- |
|
Complete
|
|
- |
Included w.e.f. 26.11.2024 |
22 |
IS 1364 : Part 1 (2023) |
Hexagon head bolts, screws, and nuts of property grades A and B: Part 1 Hexagon head bolts (Size range M1.6 to M64) (sixth revision) |
- |
-
|
17500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl-4(Dimensions) |
- |
6000 |
|
For complete Cl 4 |
Cl-5, Table-7(General requirements) |
- |
11000 |
|
For complete Cl 5 |
Cl-5, Table-7(Thread-Tolerance class) |
- |
11000 |
|
For complete Cl 5 |
Cl-5, Table-7(Mechanical properties- Steel) |
- |
11000 |
|
For complete Cl 5 |
Cl-5, Table-7(Mechanical properties-Stainless steel) |
- |
11000 |
|
For complete Cl 5 |
Cl-5, Table-7(Tolerances-Product grade) |
- |
11000 |
|
For complete Cl 5 |
Cl-5, Table-7(Surface condition -Electroplated coatings) |
- |
11000 |
|
For complete Cl 5 |
Cl-5, Table-7(Surface condition- Non-electrolytically applied zinc flake) |
- |
11000 |
|
For complete Cl 5 |
Cl-5, Table-7(Surface condition - Hot dip galvanized coatings) |
- |
11000 |
|
For complete Cl 5 |
Cl-5, Table-7(Surface integrity- Limits for surface discontinuities) |
- |
11000 |
|
For complete Cl 5 |
Cl-6(Marking) |
- |
500 |
|
For complete Cl 6 |
|
Complete
|
|
- |
Included w.e.f 13.05.2024 |
23 |
IS 12406 (2021) |
Medium density fibre boards for general purpose - Specification |
- |
-
|
13900 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Clauses 5.2, 9 and 10.2.2(Density) |
- |
700 |
|
For Density test |
Clauses 5.2, 9 and 10.2.2(Density) |
- |
700 |
|
For Density test |
Clauses 5.2, 9 and 10.2.2(Variation from mean density) |
- |
0 |
|
- |
Clauses 5.2, 9 and 10.2.2(Moisture Content) |
- |
600 |
|
For Density moisture content |
Clauses 5.2, 9 and 10.2.2(Variation from mean moisture content) |
- |
0 |
|
- |
Clauses 5.2, 9 and 10.2.2(Linear expansion
(Thickness Swelling in Water)
Due to general Absorption after 24h soaking) |
- |
3000 |
|
For linear expansion |
Clauses 5.2, 9 and 10.2.2(Internal Bond Strength) |
- |
1000 |
|
For internal band strength |
Clauses 5.2, 9 and 10.2.2(Internal Bond strength
(i) (After Cyclic test)
(ii) (After accelerated water resistance test)) |
- |
3000 |
|
For internal band strength |
Clauses 5.2, 9 and 10.2.2(Modulus of Rupture
a) Avg. Value
b) Min. Individual) |
- |
500 |
|
For Modulus of rupture test |
Clauses 5.2, 9 and 10.2.2(Modulus of Elasticity
a) Avg. Value
b) Min. Individual) |
- |
500 |
|
For Modulus ofelasticity test |
Clauses 5.2, 9 and 10.2.2(Screw withdrawl strength
(i) Face
(ii) Edge (For thickness >12mm)) |
- |
2000 |
|
For screw withdrwal strength test |
Clauses 5.2, 9 and 10.2.2(Formaldehyde Content
(i) For Formaldehyde Class, E1
(ii) For Formaldehyde Class, E2) |
- |
2000 |
|
For formaldehyde content test |
Clauses 5.2, 9 and 10.2.2(Steady State Formaldehyde emission (Fc
(i) For Formaldehyde Class, E1
(ii) For Formaldehyde Class, E2) |
- |
2000 |
|
For steady state formaldehyde test |
5 Table 1(DIMENSIONS) |
- |
700 |
|
For dimension test |
3.1(" The constructional details of different tools covered in
this part shall be as given in Fig. 8.1.1 to 8.1.10, Fig. 8.2.1
to 8.2.8 and Fig. 8.3.1 to 8.3.7.") |
- |
0 |
|
- |
2.1("The constructional details of different components
covered in this part shall be as given in Fig. 4.1 to 4.35.") |
- |
0 |
|
- |
Clauses 5.2, 9 and 10.2.2(Density) |
- |
- |
|
- |
Clauses 5.2, 9 and 10.2.2(Density) |
- |
- |
|
- |
Clauses 5.2, 9 and 10.2.2(Variation from mean density) |
- |
- |
|
- |
Clauses 5.2, 9 and 10.2.2(Moisture Content) |
- |
- |
|
- |
Clauses 5.2, 9 and 10.2.2(Variation from mean moisture content) |
- |
- |
|
- |
Clauses 5.2, 9 and 10.2.2(Linear expansion
(Thickness Swelling in Water)
Due to general Absorption after 24h soaking) |
- |
- |
|
- |
Clauses 5.2, 9 and 10.2.2(Internal Bond Strength) |
- |
- |
|
- |
Clauses 5.2, 9 and 10.2.2(Internal Bond strength
(i) (After Cyclic test)
(ii) (After accelerated water resistance test)) |
- |
- |
|
- |
Clauses 5.2, 9 and 10.2.2(Modulus of Rupture
a) Avg. Value
b) Min. Individual) |
- |
- |
|
- |
Clauses 5.2, 9 and 10.2.2(Modulus of Elasticity
a) Avg. Value
b) Min. Individual) |
- |
- |
|
- |
Clauses 5.2, 9 and 10.2.2(Screw withdrawl strength
(i) Face
(ii) Edge (For thickness >12mm)) |
- |
- |
|
- |
Clauses 5.2, 9 and 10.2.2(Formaldehyde Content
(i) For Formaldehyde Class, E1
(ii) For Formaldehyde Class, E2) |
- |
- |
|
- |
Clauses 5.2, 9 and 10.2.2(Steady State Formaldehyde emission (Fc
(i) For Formaldehyde Class, E1
(ii) For Formaldehyde Class, E2) |
- |
- |
|
- |
5 Table 1(DIMENSIONS) |
- |
- |
|
- |
3.1(" The constructional details of different tools covered in
this part shall be as given in Fig. 8.1.1 to 8.1.10, Fig. 8.2.1
to 8.2.8 and Fig. 8.3.1 to 8.3.7.") |
- |
- |
|
- |
2.1("The constructional details of different components
covered in this part shall be as given in Fig. 4.1 to 4.35.") |
- |
- |
|
- |
|
Complete
|
|
- |
Included w.e.f. 30.04.2024
"Only for length upto 2400 mm" |
24 |
IS 12823 (2015) |
Prelaminated Particle Boards from Wood and other Lignocellulosic Material - Specification ( First Revision ) |
- |
-
|
17500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 4(Grades & Types) |
- |
0 |
|
- |
Cl 6(Manufacture) |
- |
0 |
|
- |
Cl 7(Finish) |
- |
0 |
|
- |
Cl 8(Dimensions & Tolerances) |
- |
1000 |
|
For Dimensions test |
Cl 10.2(Test For Density) |
- |
1000 |
|
For density test |
Cl 10.3(Test For Moisture Content) |
- |
1000 |
|
For moisture content test |
Cl 10.4(For Water AbsorptionTest ) |
- |
1200 |
|
For Water AbsorptionTest |
Cl 10.5(For Swelling in water Test ) |
- |
1200 |
|
For Swelling in water Test |
Cl 10.6(Tesr For Modulus Of Elasticity & Mudulus Of Rupture) |
- |
1000 |
|
For Modulus Of Elasticity & Mudulus Of Rupture test |
Cl 10.7(For Determination of Tensile Strength Perpendicular to Surface) |
- |
1000 |
|
For Tensile Strength Perpendicular to Surface test |
Cl 10.8(For Determination of Tensile Strength Perpendicular to Surface After Ageing Test) |
- |
3000 |
|
For Tensile Strength Perpendicular to Surface After Ageing Test |
Cl 10.9(Test For Screw Withdrawal Strength) |
- |
2000 |
|
For Screw Withdrawal Strength test |
Cl 10.10 & Annex C( Test For Abrasion Resistance) |
- |
1500 |
|
For Abrasion Resistance test |
Cl 10.11 & Annex D( Test For Resistance to Steam) |
- |
600 |
|
For Resistance to Steam test |
Cl 10.12 & Annex E( Test For Crack Resistance) |
- |
600 |
|
For Crack Resistance test |
Cl 10.13 & Annex F( Test For Resistance to Cigarette Burn) |
- |
600 |
|
For Resistance to Cigarette Burn test |
Cl 10.14 & Annex G( Test For Resistance to Stain) |
- |
600 |
|
For Resistance to Stain test |
Cl 4(Grades & Types) |
- |
0 |
|
- |
Cl 6(Manufacture) |
- |
0 |
|
- |
Cl 7(Finish) |
- |
0 |
|
- |
Cl 8(Dimensions & Tolerances) |
- |
1000 |
|
For Dimensions test |
Cl 10.2(Test For Density) |
- |
1000 |
|
For density test |
Cl 10.3(Test For Moisture Content) |
- |
1000 |
|
For moisture content test |
Cl 10.4(For Water AbsorptionTest ) |
- |
1200 |
|
For Water AbsorptionTest |
Cl 10.5(For Swelling in water Test ) |
- |
1200 |
|
For Swelling in water Test |
Cl 10.6(Tesr For Modulus Of Elasticity & Mudulus Of Rupture) |
- |
1000 |
|
For Modulus Of Elasticity & Mudulus Of Rupture test |
Cl 10.7(For Determination of Tensile Strength Perpendicular to Surface) |
- |
1000 |
|
For Tensile Strength Perpendicular to Surface After Ageing Test |
Cl 10.8(For Determination of Tensile Strength Perpendicular to Surface After Ageing Test) |
- |
3000 |
|
For Tensile Strength Perpendicular to Surface After Ageing Test |
Cl 10.9(Test For Screw Withdrawal Strength) |
- |
2000 |
|
For Screw Withdrawal Strength test |
Cl 10.10 & Annex C( Test For Abrasion Resistance) |
- |
1500 |
|
For Abrasion Resistance test |
Cl 10.11 & Annex D( Test For Resistance to Steam) |
- |
600 |
|
For Resistance to Steam test |
Cl 10.12 & Annex E( Test For Crack Resistance) |
- |
600 |
|
For Crack Resistance test |
Cl 10.13 & Annex F( Test For Resistance to Cigarette Burn) |
- |
600 |
|
For Resistance to Cigarette Burn test |
Cl 10.14 & Annex G( Test For Resistance to Stain) |
- |
600 |
|
For Resistance to Stain test |
Cl 10.14 & Annex G( Test For Resistance to Stain) |
- |
600 |
|
For Resistance to Stain test |
Cl 10.13 & Annex F( Test For Resistance to Cigarette Burn) |
- |
600 |
|
For Resistance to Cigarette Burn test |
Cl 10.12 & Annex E( Test For Crack Resistance) |
- |
600 |
|
For Crack Resistance test |
Cl 10.11 & Annex D( Test For Resistance to Steam) |
- |
600 |
|
For Resistance to Steam test |
Cl 10.10 & Annex C( Test For Abrasion Resistance) |
- |
1500 |
|
For Abrasion Resistance test |
Cl 10.9(Test For Screw Withdrawal Strength) |
- |
600 |
|
For Screw Withdrawal Strength |
Cl 10.8(For Determination of Tensile Strength Perpendicular to Surface After Ageing Test) |
- |
2000 |
|
For Tensile Strength Perpendicular to Surface |
Cl 10.7(For Determination of Tensile Strength Perpendicular to Surface) |
- |
3000 |
|
For Tensile Strength Perpendicular to Surface |
Cl 10.6(Tesr For Modulus Of Elasticity & Mudulus Of Rupture) |
- |
1000 |
|
For Modulus Of Elasticity & Mudulus Of Rupture test |
Cl 10.5(For Swelling in water Test ) |
- |
1200 |
|
For Swelling in water Test |
Cl 10.4(For Water AbsorptionTest ) |
- |
1200 |
|
For Water AbsorptionTest |
Cl 10.3(Test For Moisture Content) |
- |
1000 |
|
For Moisture Content) |
Cl 10.2(Test For Density) |
- |
1000 |
|
For Density test |
Cl 8(Dimensions & Tolerances) |
- |
1000 |
|
For Dimension test |
Cl 7(Finish) |
- |
0 |
|
- |
Cl 6(Manufacture) |
- |
0 |
|
- |
Cl 4(Grades & Types) |
- |
0 |
|
- |
Cl 10.15(Test for Formaldehyde Content/Emission) |
- |
0 |
|
- |
|
Complete
|
|
- |
Included w.e.f. 30.04.2024
"Only for length upto 2400 mm" |
25 |
IS 5509 (2021) |
Fire Retardant Plywood - Specification ( Third Revision ) |
- |
-
|
10700 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
8.3 (Table 1)(b) 6 mm and above) |
- |
500 |
|
For Cl 8 |
4.1(Flame retardant chemicals) |
- |
2000 |
|
For Cl 4 |
4.2(Flame retardant and preservative treatment) |
- |
2000 |
|
For Cl 4 |
4.3(Treatment) |
- |
2000 |
|
For Cl 4 |
5(PREPARATION FOR TREATMENT) |
- |
200 |
|
For Cl 5, 6,7 and 10 |
6.1.1(Treatment of Plywood by Pressure Impregnation after Manufacture) |
- |
200 |
|
For Cl 5, 6,7 and 10 |
6.1.2(Soaking Treatment) |
- |
200 |
|
For Cl 5, 6,7 and 10 |
6.2(Choice of Treatment) |
- |
200 |
|
For Cl 5, 6,7 and 10 |
7(CONDITIONING AFTER TREATMENT) |
- |
200 |
|
For Cl 5, 6,7 and 10 |
8.1(Dimensions) |
- |
500 |
|
For Cl 8 |
8.2(Thickness) |
- |
500 |
|
For Cl 8 |
8.3(Tolerance) |
- |
500 |
|
For Cl 8 |
9(WORKMANSHIP AND FINISH) |
- |
250 |
|
For Cl 9,14 |
10(SAMPLING AND CRITERIA FOR CONFORMITY) |
- |
200 |
|
For Cl 5, 6,7 and 10 |
11 (a)(For flammability) |
- |
2000 |
|
For Cl 11 and 12 |
11 (b)(For flame penetration) |
- |
2000 |
|
For Cl 11 and 12 |
11 (c)(For rate of burning) |
- |
2000 |
|
For Cl 11 and 12 |
12.1 Table - 2 (i)(Moisture content, percent, Max) |
- |
500 |
|
For Cl 11 and 12 |
12.1 Table - 2 (ii)(Flammability (see Note 1), minutes, Min) |
- |
2000 |
|
For Cl 11 and 12 |
12.1 Table - 2 (iii)(Flame penetration (see Note 2), minutes, Min) |
- |
2000 |
|
For Cl 11 and 12 |
12.1 Table - 2 (iv)(Rate of burning (see Note 3), minutes, Min) |
- |
2000 |
|
For Cl 11 and 12 |
12.2(Other Tests) |
- |
2000 |
|
For Cl 11 and 12 |
14(Marking) |
- |
250 |
|
For Cl 9 and 14 |
8.3 (Table 1)(b) 6 mm and above) |
- |
0 |
|
- |
4.1(Flame retardant chemicals) |
- |
0 |
|
- |
4.2(Flame retardant and preservative treatment) |
- |
0 |
|
- |
4.3(Treatment) |
- |
0 |
|
- |
5(PREPARATION FOR TREATMENT) |
- |
0 |
|
- |
6.1.1(Treatment of Plywood by Pressure Impregnation after Manufacture) |
- |
0 |
|
- |
6.1.2(Soaking Treatment) |
- |
0 |
|
- |
6.2(Choice of Treatment) |
- |
0 |
|
- |
7(CONDITIONING AFTER TREATMENT) |
- |
0 |
|
- |
8.1(Dimensions) |
- |
0 |
|
- |
8.2(Thickness) |
- |
0 |
|
- |
8.3(Tolerance) |
- |
0 |
|
- |
9(WORKMANSHIP AND FINISH) |
- |
0 |
|
- |
10(SAMPLING AND CRITERIA FOR CONFORMITY) |
- |
0 |
|
- |
11 (a)(For flammability) |
- |
0 |
|
- |
11 (b)(For flame penetration) |
- |
0 |
|
- |
11 (c)(For rate of burning) |
- |
0 |
|
- |
12.1 Table - 2 (i)(Moisture content, percent, Max) |
- |
0 |
|
- |
12.1 Table - 2 (ii)(Flammability (see Note 1), minutes, Min) |
- |
0 |
|
- |
12.1 Table - 2 (iii)(Flame penetration (see Note 2), minutes, Min) |
- |
0 |
|
- |
12.1 Table - 2 (iv)(Rate of burning (see Note 3), minutes, Min) |
- |
0 |
|
- |
12.2(Other Tests) |
- |
0 |
|
- |
14(Marking) |
- |
0 |
|
- |
|
Complete
|
|
- |
Included w.e.f. 26.04.2024 |
26 |
IS 1875 (1992) |
Carbon steel billets, blooms, slabs and bars for forgings - Specification (Fifth Revision) |
- |
-
|
10000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 7(Workmanship) |
- |
6500 |
|
For mechanical and dimensional test |
Cl 8(Diameter, Ovality & Weight) |
- |
6500 |
|
For mechanical and dimensional test |
Cl 9(UTM & HBW) |
- |
6500 |
|
For mechanical and dimensional test |
Cl 12(Supplementary Requirements) |
- |
6500 |
|
For mechanical and dimensional test |
Cl 7(Workmanship) |
- |
6500 |
|
For mechanical and dimensional test |
Cl 8(Diameter, Ovality & Weight) |
- |
6500 |
|
For mechanical and dimensional test |
Cl 9(UTM & HBW) |
- |
6500 |
|
For mechanical and dimensional test |
Cl 12(Supplementary Requirements) |
- |
6500 |
|
For mechanical and dimensional test |
Cl 7(Workmanship) |
- |
6500 |
|
For mechanical and dimensional test |
Cl 8(Diameter, Ovality & Weight) |
- |
6500 |
|
For mechanical and dimensional test |
Cl 9(UTM & HBW) |
- |
6500 |
|
For mechanical and dimensional test |
Cl 12(Supplementary Requirements) |
- |
6500 |
|
For mechanical and dimensional test |
6.1, 6.2(cr + n + mo) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(tin) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(boron) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(vanadium) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(molybdenum) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(copper) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(cromium) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(nickel) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(aluminium) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(phosphorus) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(sulphur) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(manganese) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(silicon ) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(carbon) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(phosphorus) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(sulphur) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(manganese) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(silicon ) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(carbon) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(phosphorus) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(sulphur) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(manganese) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(silicon ) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(carbon) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(phosphorus) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(sulphur) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(manganese) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(silicon ) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(carbon) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(phosphorus) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(sulphur) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(manganese) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(silicon ) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(carbon) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(phosphorus) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(sulphur) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(manganese) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(silicon ) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(carbon) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(phosphorus) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(sulphur) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(manganese) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(silicon ) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(carbon) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(phosphorus) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(sulphur) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(manganese) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(silicon ) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(carbon) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(phosphorus) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(sulphur) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(manganese) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(silicon ) |
- |
3500 |
|
For complete chemical test |
6.1, 6.2(carbon) |
- |
3500 |
|
For complete chemical test |
6, table 1(Chemical Composition) |
- |
3500 |
|
For complete chemical test |
7(Freedom from defects) |
- |
6500 |
|
For mechanical and dimensional test |
8(Dimensional Properties (Diameter)) |
- |
6500 |
|
For mechanical and dimensional test |
8(Dimensional Properties (Ovality)) |
- |
6500 |
|
For mechanical and dimensional test |
8(Dimensional Properties (Weight per Meter, kg)) |
- |
6500 |
|
For mechanical and dimensional test |
9.1, table 2(Tensile Strength) |
- |
6500 |
|
For mechanical and dimensional test |
9.1, table 2(Yield Strength) |
- |
6500 |
|
For mechanical and dimensional test |
9.1, table 2(Elongation) |
- |
6500 |
|
For mechanical and dimensional test |
9.2, table 2(hardness test) |
- |
6500 |
|
For mechanical and dimensional test |
12.2(Bend Test) |
- |
6500 |
|
For mechanical and dimensional test |
12.3(grain size) |
- |
6500 |
|
For mechanical and dimensional test |
12.4(Macrostructure) |
- |
6500 |
|
For mechanical and dimensional test |
12.5(Ultrasonic Test) |
- |
6500 |
|
For mechanical and dimensional test |
12.6(Magnetic Particle Test) |
- |
6500 |
|
For mechanical and dimensional test |
12.7(Blue Fracture Test) |
- |
6500 |
|
For mechanical and dimensional test |
Cl 12(Supplementary Requirements) |
- |
6500 |
|
For mechanical and dimensional test |
Cl 9(UTM & HBW) |
- |
6500 |
|
For mechanical and dimensional test |
Cl 8(Diameter, Ovality & Weight) |
- |
6500 |
|
For mechanical and dimensional test |
Cl 7(Workmanship) |
- |
6500 |
|
For mechanical and dimensional test |
Cl 7(Workmanship) |
- |
6500 |
|
For mechanical and dimensional test |
Cl 8(Diameter, Ovality & Weight) |
- |
6500 |
|
For mechanical and dimensional test |
Cl 9(UTM & HBW) |
- |
6500 |
|
For mechanical and dimensional test |
Cl 12(Supplementary Requirements) |
- |
6500 |
|
For mechanical and dimensional test |
Clause 6, Table 1, Note 1(Cr+Ni+Mo) |
- |
3500 |
|
For mechanical and dimensional test |
Clause 6, Table 1, Note 2(Cu +(10xTin)) |
- |
3500 |
|
For complete chemical test |
9.1(Tensile Strength - IS: 1608(P1)) |
- |
6500 |
|
For mechanical and dimensional test |
9.1(Yield Strength-IS:1608(P1)) |
- |
6500 |
|
For mechanical and dimensional test |
9.1(Elongation on SoA 5.65mm GL) |
- |
6500 |
|
For mechanical and dimensional test |
9.2(Hardness-HB IS:1500 (P1)) |
- |
6500 |
|
For mechanical and dimensional test |
12.0 & 12.2(Bend Test - IS 1599) |
- |
6500 |
|
For mechanical and dimensional test |
12.0 & 12.3(Grain Size - IS 4748) |
- |
6500 |
|
For mechanical and dimensional test |
12.0 & 12.4(Macrostructure- IS 11371) |
- |
6500 |
|
For mechanical and dimensional test |
12.0 & 12.5(Ultrasnoic Test) |
- |
6500 |
|
For mechanical and dimensional test |
12.0 & 12.6(Magnetic Particle Test - IS 10138 (P3)) |
- |
6500 |
|
For mechanical and dimensional test |
5(Manufacture) |
- |
6500 |
|
For mechanical and dimensional test |
7(Freedom from defects) |
- |
6500 |
|
For mechanical and dimensional test |
13(Marking) |
- |
6500 |
|
For mechanical and dimensional test |
12.7(Blue fracture test (IS:1875-1985)) |
- |
6500 |
|
For mechanical and dimensional test |
Clause 6, Table 1, Note 1(Cr+Ni+Mo) |
- |
3500 |
|
For complete chemical test |
Clause 6, Table 1, Note 2(Cu +(10xTin)) |
- |
3500 |
|
For complete chemical test |
|
Complete
|
|
- |
Included w.e.f. 09-04-2024. |
27 |
IS 1381 : Part 1 (2003) |
Laboratory glassware - Narrow - Necked boiling flasks (Second Revision) |
- |
-
|
16200 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
3, 4(Type of Flask) |
- |
12200 |
|
For mechanical and performance tests |
3.1, 4.1(Series of Nominal Capacity) |
- |
12200 |
|
For mechanical and performance tests |
3.2, 4.2(Nominal Capacity
) |
- |
12200 |
|
For mechanical and performance tests |
3.3, 4.3(Material
) |
- |
12200 |
|
For mechanical and performance tests |
3.4, 3.4.1 & 4.4, 4.4.1(Construction- a) Stability
) |
- |
12200 |
|
For mechanical and performance tests |
3.4, 3.4.2 & 4.4, 4.4.2(Construction- b) Neck
) |
- |
12200 |
|
For mechanical and performance tests |
3.5, 4.5(Dimensions (in mm) (Table 1&2)) |
- |
4000 |
|
For complete dimension test |
3.5.2(Neck Length) |
- |
4000 |
|
For complete dimension test |
3.5.3, 4.5.2(Dimensions of base ) |
- |
4000 |
|
For complete dimension test |
3.5.4, 4.5.3(Wall thickness) |
- |
4000 |
|
For complete dimension test |
5(Marking ) |
- |
12200 |
|
For mechanical and performance tests |
|
Complete
|
|
- |
Included w.e.f. 10.07.2024 |
28 |
IS 1381 : Part 2 (2019) |
Laboratory glassware - Boiling flasks: Part 2 boiling flasks with conical ground joints (Third Revision) |
- |
-
|
16200 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
3(Type) |
- |
12200 |
|
For mechanical and performance tests |
4(Series of capacities) |
- |
12200 |
|
For mechanical and performance tests |
5(Material) |
- |
12200 |
|
For mechanical and performance tests |
5(Material) |
- |
12200 |
|
For mechanical and performance tests |
6(Dimensions) |
- |
4000 |
|
For complete dimension test |
6(Dimensions) |
- |
4000 |
|
For complete dimension test |
6(Dimensions) |
- |
4000 |
|
For complete dimension test |
6(Dimensions) |
- |
4000 |
|
For complete dimension test |
7(Ground glass joints) |
- |
12200 |
|
For mechanical and performance tests |
8(Thermal shock endurance) |
- |
12200 |
|
For mechanical and performance tests |
9(Marking) |
- |
12200 |
|
For mechanical and performance tests |
9(Marking) |
- |
12200 |
|
For mechanical and performance tests |
9(Marking) |
- |
12200 |
|
For mechanical and performance tests |
9(Marking) |
- |
12200 |
|
For mechanical and performance tests |
|
Complete
|
|
- |
Included w.e.f. 10.07.2024 |
29 |
IS 1363 : Part 2 (2023) |
Hexagon head bolts, screws and nuts of product grade C Part 2 Hexagon head screws (Size range M5 to M64) (sixth revision) |
- |
-
|
17000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4(Dimensions) |
- |
7000 |
|
For complete dimensional and other tests |
5- Table 4 -(i)(General requirements) |
- |
10000 |
|
For complete mechanical tests |
5- Table 4 -(ii)(Thread) |
- |
10000 |
|
For complete mechanical tests |
5- Table 4 -(iii)(Mechanical properties) |
- |
10000 |
|
For complete mechanical tests |
5- Table 4 -(iv)(Tolerances) |
- |
10000 |
|
For complete mechanical tests |
5- Table 4 -(v)(Surface condition) |
- |
10000 |
|
For complete mechanical tests |
5- Table 4 -(vi)(Surface integrity) |
- |
10000 |
|
For complete mechanical tests |
5- Table 4 -(vii)(Acceptability) |
- |
10000 |
|
For complete mechanical tests |
6(Marking and labelling) |
- |
7000 |
|
For complete dimensional and other tests |
7(Designation) |
- |
7000 |
|
For complete dimensional and other tests |
4(Dimensions) |
- |
- |
|
- |
5- Table 4 -(i)(General requirements) |
- |
- |
|
- |
5- Table 4 -(ii)(Thread) |
- |
- |
|
- |
5- Table 4 -(iii)(Mechanical properties) |
- |
- |
|
- |
5- Table 4 -(iv)(Tolerances) |
- |
- |
|
- |
5- Table 4 -(v)(Surface condition) |
- |
- |
|
- |
5- Table 4 -(vi)(Surface integrity) |
- |
- |
|
- |
5- Table 4 -(vii)(Acceptability) |
- |
- |
|
- |
6(Marking and labelling) |
- |
- |
|
- |
7(Designation) |
- |
- |
|
- |
4(Finish -Electrolite zinc coating) |
- |
- |
|
- |
|
Complete
|
|
- |
Included w.e.f. 10.07.2024 |
30 |
IS 1363 : Part 1 (2023) |
Hexagon head bolts, screws and nuts of product grade C Part 1 Hexagon head bolts (Size range M5 to M64) (sixth revision) |
- |
-
|
17000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4(Dimensions) |
- |
7000 |
|
For dimensional and other tests |
5 - Table 5 (i)(General requirements) |
- |
10000 |
|
For complete mechanical tests |
5 - Table 5 (ii)(Thread) |
- |
10000 |
|
For complete mechanical tests |
5 - Table 5 (iii)(Mechanical properties) |
- |
10000 |
|
For complete mechanical tests |
5 - Table 5 (iv)(Tolerances) |
- |
10000 |
|
For complete mechanical tests |
5 - Table 5 (v)(Surface condition) |
- |
10000 |
|
For complete mechanical tests |
5 - Table 5 (vi)(Surface integrity) |
- |
10000 |
|
For complete mechanical tests |
5 - Table 5 (vii)(Acceptability) |
- |
10000 |
|
For complete mechanical tests |
6(Marking and labelling) |
- |
7000 |
|
For dimensional and other tests |
7(Designation) |
- |
7000 |
|
For dimensional and other tests |
4(Dimensions) |
- |
- |
|
- |
5 - Table 5 (i)(General requirements) |
- |
- |
|
- |
5 - Table 5 (ii)(Thread) |
- |
- |
|
- |
5 - Table 5 (iii)(Mechanical properties) |
- |
- |
|
- |
5 - Table 5 (iv)(Tolerances) |
- |
- |
|
- |
5 - Table 5 (v)(Surface condition) |
- |
- |
|
- |
5 - Table 5 (vi)(Surface integrity) |
- |
- |
|
- |
5 - Table 5 (vii)(Acceptability) |
- |
- |
|
- |
6(Marking and labelling) |
- |
- |
|
- |
7(Designation) |
- |
- |
|
- |
|
Complete
|
|
- |
Revised version of IS 1363(P-1):2023 Included w.e.f. 30.05.2024 |