| 1 |
IS 456 (2000) |
Plain and reinforced concrete - Code of practice (Fourth Revision) |
Construction Water & Comprassive starngth |
4000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.4-Table-1 (v)-IS: 3025(P-17)(Suspended matter) |
- |
500 |
|
- |
| 5.4-Table-1 (iv)-IS: 3025(P-32)(Chloride) |
- |
500 |
|
- |
| 5.4-Table-1 (ii)-IS: 3025(P-24)(Sulphate) |
- |
500 |
|
- |
| 5.4-Table-1 (i)-IS: 3025(P-18)(Organic ) |
- |
500 |
|
- |
| Cl 5.4 Table 1 (ii)(Inorganic Solids) |
- |
500 |
|
- |
| 5.4.2-IS: 3025(P-11)(Ph) |
- |
500 |
|
- |
| 5.4-(b)-IS: 3025 (P-23)(Volume of 0.02 N H2SO4 to neutralized 100 ml of water using mixed indicator) |
- |
500 |
|
- |
| 5.4-(a)-IS: 3025 (P-22)(Volume of 0.02 N NaOH to neutralized 100 ml of water using phenolphthalein indicator) |
- |
500 |
|
- |
| 5.4-Table-1 (iii)-IS: 3025(P-32)(Chloride) |
- |
0 |
|
- |
| 5.4-Table-1 (i)-IS: 3025(P-18)(In-Organic) |
- |
0 |
|
- |
| Cl 5.4 Table 1 (v)(Suspended Matter) |
- |
0 |
|
- |
| Cl 5.4 Table 1 (iv)(Chloride) |
- |
0 |
|
- |
| Cl 5.4 Table 1 (iii)(Sulphate) |
- |
0 |
|
- |
| Cl 5.4 Table 1 (i)(Organic Solids) |
- |
0 |
|
- |
| Cl 5.4 .2(pH) |
- |
0 |
|
- |
| Cl 5.4 (b)(Alkalinity) |
- |
0 |
|
- |
| Cl 5.4 (a)(Acidity) |
- |
0 |
|
- |
| 16.1(Average Compressive Strength) |
- |
2000 |
|
- |
| 16.1(Compressive Strength of Individual Samples ) |
- |
2000 |
|
- |
| 16.1(Compressive Strength of Individual Samples ) |
- |
2000 |
|
- |
| 16.1(Compressive Strength of Individual Samples ) |
- |
2000 |
|
- |
| Clause 5.4(Description) |
- |
0 |
|
- |
| 5.2(Mineral Admixtures) |
- |
0 |
|
- |
| 5.3(Aggregates) |
- |
0 |
|
- |
| 5.7(Storage of Materials) |
- |
0 |
|
- |
|
23 May, 2028 |
- - |
| 2 |
IS 17633 (2022) |
Tables and Desks - Specification |
All |
28000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| CLAUSE 4(Design and workmanship) |
- |
2000 |
|
- |
| ClAUSE 5(Dimensions) |
- |
2000 |
|
- |
| CLAUSE 6(SURFACE PERFORMANCE REQUIRMENTS) |
- |
2000 |
|
- |
| CLAUSE 7.2.1(Stability Under Vertical Load) |
- |
2000 |
|
- |
| CLAUSE 7.2.1.1(Test for tables that can be set to a height of 950 mm or less) |
- |
2000 |
|
- |
| CLAUSE 7.2.1.2(" Test for Tables that can be set to a height greater
than 950 mm") |
- |
2000 |
|
- |
| CLAUSE 7.2.2(Stability with Extension Elements Open Place the table on the floor surface) |
- |
2000 |
|
- |
| CLAUSE 7.2.3(Stability Under Horizontal Load) |
- |
2000 |
|
- |
| CLAUSE 7.2.3.1(Test for tables that can be set to a height of 950 mm or less) |
- |
2000 |
|
- |
| CLAUSE 7.2.3.2(" Test for Tables that can be set to a height greater
than 950 mm") |
- |
2000 |
|
- |
| CLAUSE 7.3.1(Strength under Vertical Static Force) |
- |
2000 |
|
- |
| CLAUSE 7.3.1.1(Stated load) |
- |
2000 |
|
- |
| CLAUSE 7.3.1.2(For occasional heavy loads) |
- |
2000 |
|
- |
| CLAUSE 7.3.2(Strength under horizontal static force) |
- |
2000 |
|
- |
| CLAUSE 7.4.1(Durability under Vertical Force) |
- |
2000 |
|
- |
| CLAUSE 7.4.2(Durability of the Height Adjustment Mechanism) |
- |
2000 |
|
- |
| CLAUSE 7.5.1(Durability and Stiffness Under Horizontal Force) |
- |
2000 |
|
- |
| CLAUSE 7.5.2(Durability under Horizontal Force) |
- |
2000 |
|
- |
| CLAUSE 7.5.3(Stiffness of the Structure Under Horizontal Force) |
- |
2000 |
|
- |
| CLAUSE 7.6.1(Vertical Impact Test) |
- |
2000 |
|
- |
| CLAUSE 7.6.2(Vertical Impact Test for Glass Table Tops) |
- |
2000 |
|
- |
| CLAUSE 7.6.3(Vertical Impact Test for All Other Table Tops) |
- |
2000 |
|
- |
| CLAUSE 7.7(Deflection of Table Tops) |
- |
2000 |
|
- |
| CLAUSE 7.8(Durability of Tables with Castors) |
- |
2000 |
|
- |
| CLAUSE 7.9(Drop Test) |
- |
2000 |
|
- |
| Cl - 5(Dimensions) |
- |
2000 |
|
- |
| Cl-6 (a)(Resistance to mechanical damage) |
- |
2000 |
|
- |
| Cl-6 (b)(Pencil hardness) |
- |
2000 |
|
- |
| Cl-6 (c)(Resistance to wet heat) |
- |
2000 |
|
- |
| Cl-6 (d)(Resistance to dry heat) |
- |
2000 |
|
- |
| Cl-6 (e)(Resistance to marking by cold liquids) |
- |
2000 |
|
- |
| Cl-6 (f)(Resistance to marking by cold oils and fats) |
- |
2000 |
|
- |
| Cl-6 (g)(Adhesive performance) |
- |
2000 |
|
- |
| Cl-7.2.1(Stability Under Vertical Load) |
- |
2000 |
|
- |
| Cl-7.2.2(Stability with Extension Elements Open) |
- |
2000 |
|
- |
| Cl-7.2.3(Stability Under Horizontal Load) |
- |
2000 |
|
- |
| Cl-7.3.1(Strength under Vertical Static Force) |
- |
2000 |
|
- |
| Cl-7.3.2(Strength under horizontal static force) |
- |
2000 |
|
- |
| Cl-7.4.1(Durability under Vertical Force) |
- |
2000 |
|
- |
| Cl-7.4.2(Durability of the Height Adjustment Mechanism) |
- |
2000 |
|
- |
| Cl-7.5.1(General) |
- |
2000 |
|
- |
| Cl-7.5.2(Durability under Horizontal Force) |
- |
2000 |
|
- |
| Cl-7.5.3(Stiffness of the Structure Under Horizontal Force) |
- |
2000 |
|
- |
| Cl-7.6.1(General) |
- |
2000 |
|
- |
| Cl-7.6.2(Vertical Impact Test for Glass Table Tops) |
- |
2000 |
|
- |
| Cl-7.6.3(Vertical Impact Test for All Other Table Tops) |
- |
2000 |
|
- |
| Cl-7.7(Deflection of Table Tops) |
- |
2000 |
|
- |
| Cl-7.8(Durability of Tables with Castors) |
- |
2000 |
|
- |
| Cl-7.9(Drop Test) |
- |
2000 |
|
- |
| Cl-9(Marking) |
- |
2000 |
|
- |
| 7.1(General test conditions) |
- |
2000 |
|
- |
|
23 May, 2028 |
- Included w.e.f. 29.04.2026 |
| 3 |
IS 712 (1984) |
Specification for building limes (Third Revision) |
All Class |
15000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 4 ,Table 1(Chem reqd) |
- |
1000 |
|
- |
| cl 4, Table 2(Physical reqd) |
- |
1000 |
|
- |
| Cl. 4.1 - Table 1 - i(Calcium and Magnesium Oxides, on ignited basis - IS 6932 (part 1) : 1973) |
- |
1000 |
|
- |
| Cl. 4.1 - Table 1 - ii(Magnesium Oxides, on ignited basis - IS 6932 (part 1) : 1973) |
- |
1000 |
|
- |
| Cl. 4.1 - Table 1 - iii(Silica, Alumina and Ferric oxide, on ignited basis - IS 6932 (part 1) : 1973) |
- |
1000 |
|
- |
| Cl. 4.1 - Table 1 - iv(Unhydrated Magnesium oxide, on ignited basis - IS 6932 (part 5) : 1973) |
- |
1000 |
|
- |
| Cl. 4.1 - Table 1 - v(Insoluble Residue in dilute acid and alkali, on ignited basis - IS 6932 (part 1) : 1973) |
- |
1000 |
|
- |
| Cl. 4.1 - Table 1 - vi(Carbondioxide on oven dried basis - IS 6932 (part 2) : 1973) |
- |
1000 |
|
- |
| Cl. 4.1 - Table 1 - vii(Free moisture content - IS 1514 : 1959) |
- |
1000 |
|
- |
| Cl. 4.1 - Table 1 - viii(Available lime as CaO (dry basis) - IS 1514 : 1959) |
- |
1000 |
|
- |
| Clauses 5.1 Table No. 2, SI No. (ix)
(Popping Pitting) |
- |
1000 |
|
- |
| Clauses 5.1 Table No. 2, SI No. (viii)
(Soundness- Le chatelier Expansion) |
- |
1000 |
|
- |
| Clauses 5.1 Table No. 2, SI No. (vii)
(Volume yield) |
- |
1000 |
|
- |
| Clauses 5.1 Table No. 2, SI No. (vi)
(Workability Bumps) |
- |
1000 |
|
- |
| Clauses 5.1 Table No. 2, SI No. (v)
(Transverse strength at 28 days) |
- |
1000 |
|
- |
| Clauses 5.1 Table No. 2, SI No. (iv) b)
(Compressive strength at 28 days) |
- |
1000 |
|
- |
| Clauses 5.1 Table No. 2, SI No. (iv) a)
(Compressive strength at 14 days) |
- |
1000 |
|
- |
| Clauses 5.1 Table No. 2, SI No. (iii) b)
(Final Setting time) |
- |
1000 |
|
- |
| Clauses 5.1 Table No. 2, SI No. (iii) a)
(Initial Setting time) |
- |
1000 |
|
- |
| Clauses 5.1 Table No. 2, SI No. (ii) b)
(Residue on slaking (Residue on 300 micron IS sieve)) |
- |
1000 |
|
- |
| Clauses 5.1 Table No. 2, SI No. (ii) a)
(Residue on slaking (Residue on 850 micron IS sieve)) |
- |
1000 |
|
- |
| Clauses 5.1 Table No. 2, SI No. (i) c)
(Fineness- (Residue on 212 micron IS Sieve)) |
- |
1000 |
|
- |
| Clauses 5.1 Table No. 2, SI No. (i) b)
(Fineness- (Residue on 300 micron IS Sieve)) |
- |
1000 |
|
- |
| Clauses 5.1 Table No. 2, SI No. (i) a)
(Fineness- (Residue on 2.36 mm IS Sieve)) |
- |
1000 |
|
- |
|
23 May, 2028 |
- included w.e.f 15.06.2026 |
| 4 |
IS 14756 (2024) |
Stainless Steel Utensils - Specification (THIRD REVISION) |
All Size |
20000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 3.1(Material used for manufacturing utensils) |
- |
1000 |
|
- |
| Cl 3.2(Material used for composite bottom) |
- |
1000 |
|
- |
| Cl 3.3(Material used for body of utensil of 3-ply construction) |
- |
1000 |
|
- |
| Cl 3.4(Material used for stainless steel lid) |
- |
1000 |
|
- |
| Cl 3.5(Material used for tempered glass lid) |
- |
1000 |
|
- |
| Cl 3.5(Material used for stainless steel rim) |
- |
1000 |
|
- |
| Cl 4.2 & Table 1(Minimum Sheet Thickness for Body of Utensil) |
- |
1000 |
|
- |
| Cl 4.2 & Table 2(Minimum Sheet Thickness for Lid of Utensil) |
- |
1000 |
|
- |
| Cl 4.2(Thickness of the finished utensil) |
- |
1000 |
|
- |
| Cl 4.3(Classification) |
- |
1000 |
|
- |
| Cl 4.4 (i)(Thickness of Aluminium disc/core) |
- |
1000 |
|
- |
| Cl 4.4 (ii)(Thickness of Protector/cowl) |
- |
500 |
|
- |
| Cl 4.5(Minimum sheet thickness (3-ply utensil)) |
- |
500 |
|
- |
| Cl 4.5(Thickness of finished utensil (3-ply utensil)) |
- |
500 |
|
- |
| Cl 5.1(Manufacturing defect & visual appearance) |
- |
1000 |
|
- |
| CL 5.2(Accessibility for cleaning) |
- |
1000 |
|
- |
| Cl 5.3(Joining of handles to the utensils) |
- |
1000 |
|
- |
| Cl 5.4(Requirement for handles) |
- |
1000 |
|
- |
| Cl 5.5(Welding (Finish)) |
- |
1000 |
|
- |
| Cl 5.6(Finish of 3-ply utensil) |
- |
1000 |
|
- |
| Cl 5.7(Requirement for coating) |
- |
1000 |
|
- |
| Cl 5.8(Coating thickness test) |
- |
1000 |
|
- |
| Cl 5.8(Coating adhesion test) |
- |
1000 |
|
- |
| Cl 5.8.1(Thermal shock test (Coating)) |
- |
1000 |
|
- |
| Cl 6.1(Staining Test (Type Test - Frequency Once in a Year)) |
- |
1000 |
|
- |
| Cl 6.2(Mechanical Shock Test (for Cladded Utensils Only)) |
- |
1000 |
|
- |
| Cl 6.3(Thermal Shock Test (for Cladded Utensils Only)) |
- |
1000 |
|
- |
| Cl 6.4(Dry Heat Test (for Cladded Utensils Only)) |
- |
1000 |
|
- |
| Cl 6.5(Coating Thickness Test (for Copper Deposit)) |
- |
1000 |
|
- |
| Cl 6.6(Thermal shock test (3-ply construction utensil body)) |
- |
1000 |
|
- |
| Cl 6.7(Nominal Capacity Test) |
- |
1000 |
|
- |
| Cl 8(Marking) |
- |
1000 |
|
- |
| 3.1(a) Carbon) |
- |
1000 |
|
- |
| 3.1(b) Silicon) |
- |
1000 |
|
- |
| 3.1(c)Manganese) |
- |
1000 |
|
- |
| 3.1(d) Nickel) |
- |
500 |
|
- |
| 3.1(Chromium) |
- |
500 |
|
- |
| 3.1(Sulphu) |
- |
500 |
|
- |
| 3.1(Phosphorus) |
- |
500 |
|
- |
| Stainless Steel Utensils - Specification (THIRD REVISION)(Copper) |
- |
500 |
|
- |
| 3.1(Nitrogen) |
- |
500 |
|
- |
| 3.2 a(a) Carbon) |
- |
500 |
|
- |
| 3.2 a(b) Silicon) |
- |
500 |
|
- |
| 68995(Manganese) |
- |
500 |
|
- |
| 3.2 a(d) Nickel) |
- |
500 |
|
- |
| 3.2 a(Chromium) |
- |
500 |
|
- |
| 3.2 a(Sulphur) |
- |
500 |
|
- |
| 3.2 a(g) Phosphorus) |
- |
500 |
|
- |
| 3.2 a(h) Copper) |
- |
500 |
|
- |
| 3.2 a(Nitrogen) |
- |
500 |
|
- |
| 3.2 b(a) Aluminium) |
- |
500 |
|
- |
| 3.2 b(b) Copper) |
- |
500 |
|
- |
| 3.2 b(c) Magnesium) |
- |
500 |
|
- |
| 3.2 b(d) Silicon) |
- |
500 |
|
- |
| 3.2 b(e) Iron) |
- |
500 |
|
- |
| 3.2 b(f) Manganese) |
- |
500 |
|
- |
| 3.2 b(d) Silicon) |
- |
500 |
|
- |
| 3.2 b(e) Iron) |
- |
500 |
|
- |
| 3.2 b(f) Manganese) |
- |
500 |
|
- |
| 3.2 b(g) Zinc) |
- |
500 |
|
- |
| 3.2 b(h) Titanium) |
- |
500 |
|
- |
| 3.2 b(i) Chromium) |
- |
500 |
|
- |
| 3.2 b(j) Cu+Si+Fe+Mn+Zn+mg) |
- |
500 |
|
- |
| 3.2 b(k) Lead) |
- |
500 |
|
- |
| 3.2 c(a) Carbon) |
- |
500 |
|
- |
| 3.2 c(b) Silicon) |
- |
500 |
|
- |
| 3.2 c(c) Manganese) |
- |
500 |
|
- |
| 3.2 c(d) Nickel) |
- |
500 |
|
- |
| 3.2 c(e) Chromium) |
- |
500 |
|
- |
| 3.2 c(f) Sulphur) |
- |
500 |
|
- |
| 3.2 c(g) Phosphorus) |
- |
500 |
|
- |
| 3.3(a) Inner layer) |
- |
500 |
|
- |
| 3.3(b) Middlelayer) |
- |
1000 |
|
- |
| 3.3(c) Outerlayer) |
- |
1000 |
|
- |
| 3.4(a) Carbon) |
- |
500 |
|
- |
| 3.4(b) Silicon) |
- |
500 |
|
- |
| 3.4(c) Manganese) |
- |
500 |
|
- |
| 3.4(d) Nickel) |
- |
500 |
|
- |
| 3.4(e) Chromium) |
- |
500 |
|
- |
| 3.4(f) Sulphur) |
- |
500 |
|
- |
| 3.4(g) Phosphorus) |
- |
500 |
|
- |
| 3.4(h) Copper) |
- |
500 |
|
- |
| 3.4(i) Nitrogen) |
- |
500 |
|
- |
| 3.4(Thickness stainless steel lid) |
- |
500 |
|
- |
| 3.5(If the utensils provided with tempered glass lid) |
- |
500 |
|
- |
| 4.1(Shapes and Dimensions) |
- |
500 |
|
- |
| 4.2(Thickness of the sheet) |
- |
500 |
|
- |
| 4.3(Classifications) |
- |
500 |
|
- |
| 4.3(Core Thickness for 3-ply Construction
(asper IS15960)) |
- |
500 |
|
- |
| 4.3(Thickness of protective layer (as per IS 15960)) |
- |
500 |
|
- |
| 4.4(Thickness of 3ply full body utensil) |
- |
500 |
|
- |
| 5(Workmanship and finish) |
- |
500 |
|
- |
| 5.4(Handles) |
- |
2000 |
|
- |
| 4.1 of IS 13395(Construction) |
- |
500 |
|
- |
| 4.2 of IS 13395(Materials) |
- |
1000 |
|
- |
| 4.3 of IS 13395(Selection and Size) |
- |
1000 |
|
- |
| 4.4 of Is 13395(Position of Handle and Knob with Respect to Cookware) |
- |
500 |
|
- |
| 4.5 of IS 13395(Attachment to Cookware) |
- |
500 |
|
- |
| 5.2 of IS 13395(Bending Strength) |
- |
500 |
|
- |
| 5.3 of IS 13395(Torque Strength) |
- |
500 |
|
- |
| 5.4 of IS 13395(Impact Strength) |
- |
500 |
|
- |
| 5.5 of IS 13395(Fatigue Resistance
15 000 cycles withstand) |
- |
500 |
|
- |
| 5.6 of IS 13395(Leakage) |
- |
500 |
|
- |
| 5.7 of IS 13395(Thermal Insulation) |
- |
500 |
|
- |
| 5.8 of IS 13395(Heat Resistance) |
- |
500 |
|
- |
| 5.9 of IS 13395(Washing Resistance) |
- |
500 |
|
- |
| 5.10 of IS 13395(Burning Resistance) |
- |
500 |
|
- |
| 5.5(Material comes in contact with food) |
- |
500 |
|
- |
| 6.1(Staining Test) |
- |
500 |
|
- |
| 6.2(Mechanical Shock Test) |
- |
500 |
|
- |
| 6.3(Thermal Shock Test) |
- |
500 |
|
- |
| 6.4(Dry Heat Test) |
- |
500 |
|
- |
| 6.6(Heat test) |
- |
500 |
|
- |
| 6.7.1(Nominal Capacity Test) |
- |
500 |
|
- |
| 6.7.2(Internal diameter of utensil) |
- |
500 |
|
- |
| Annex C(Test for leaching) |
- |
2000 |
|
- |
| Annex C(Sensorial test) |
- |
1000 |
|
- |
|
23 May, 2028 |
- Annex C (Test for leaching)
Annex C (Sensorial test) |
| 5 |
IS 2185 : Part 3 (1984) |
Concrete Masonry Units Part 3 Autoclaved Cellular Aerated Concrete Blocks |
Grade-1&2/All Size |
21000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 8(Physical requirments) |
- |
1000 |
|
- |
| 8.2(Physical requirments-Dimensions-Length) |
- |
1000 |
|
- |
| 8.2(Physical requirments-Dimensions-Height) |
- |
1000 |
|
- |
| 8.2(Physical requirments-Dimensions-Width) |
- |
1000 |
|
- |
| 8.3(Physical requirments- Block density) |
- |
1000 |
|
- |
| 8.4(Physical requirments- Compressive strength) |
- |
1000 |
|
- |
| 8.5(Thermal Conductivity) |
- |
5000 |
|
- |
| 8.6( Drying Shrinkage ) |
- |
1000 |
|
- |
| 8.4, 9.2 & 11.3(Indivisual Moisture Content) |
- |
1000 |
|
- |
| 8.4, 9.2 & 11.3(Indivisual Bulk density) |
- |
1000 |
|
- |
| 8.4, 9.2 & 11.3 & Table 1(Indivisual Compressive strength) |
- |
1000 |
|
- |
| 8.3 & 9.1(Indivisual Moisture Content) |
- |
1000 |
|
- |
| 8.3 & 9.1 Table 1(Indivisual Block Density) |
- |
1000 |
|
- |
| 3.2 & 8.2(Indivisual Height) |
- |
1000 |
|
- |
| 3.2 & 8.2(Indivisual Width) |
- |
1000 |
|
- |
| 3.2 & 8.2(Indivisual Length) |
- |
1000 |
|
- |
| 8.6, 9.4 & 11.5(Grade) |
- |
1000 |
|
- |
| 3.4(Special Faces) |
- |
1000 |
|
- |
| 3.3(Faces & Arises) |
- |
1000 |
|
- |
| 3.1(Shape) |
- |
1000 |
|
- |
| 8.1.1(General (Exposed wall construction)) |
- |
1000 |
|
- |
| 5(MATERIALS) |
- |
1000 |
|
- |
| 7(SURFACE TEXTURE AND FINISH) |
- |
1000 |
|
- |
| 9.3(Thermal Conductivity) |
- |
5000 |
|
- |
| 15(Marking) |
- |
1000 |
|
- |
|
23 May, 2028 |
- Included w.e.f. 30.01.2026 |
| 6 |
IS 16353 (2015) |
Portland Cement Clinker - Specification |
All |
15000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 5 Table 1(Ratio of percentage of lime to percentages of silica, alumina and iron oxide) |
- |
2000 |
|
- |
| Clause 5 Table 1(Ratio of percentage of alumina to that of iron oxide,) |
- |
1500 |
|
- |
| Clause 5 Table 1(C3S, percent by mass) |
- |
1500 |
|
- |
| Clause 5 Table 1(C3A, percent by mass) |
- |
1500 |
|
- |
| Clause 5 Table 1(C3S+C2S, percent by mass) |
- |
1000 |
|
- |
| Clause 5 Table 1(Total sulphur content calculated as sulphuric anhydride (SO3)) |
- |
500 |
|
- |
| Clause 5 Table 1(Free lime) |
- |
500 |
|
- |
| Clause 5 Table 1(Chloride content) |
- |
500 |
|
- |
| Clause 5 Table 1(Magnesia) |
- |
500 |
|
- |
| Clause 5 Table 1(Alkali content) |
- |
1000 |
|
- |
| Clause 5 Table 1(Total loss on ignition) |
- |
1000 |
|
- |
| Clause 5 Table 1(Insoluble residue) |
- |
1000 |
|
- |
| 6.1 Table 3 iii)
(Granulometric composition of clinker(Size >50 mm)) |
- |
500 |
|
- |
| 6.2 Table 3 ii)
(Granulometric composition of clinker(Size 5-50 mm)) |
- |
500 |
|
- |
| 6.2 Table 3 i) (Granulometric composition of clinker(Size <5 mm)) |
- |
500 |
|
- |
| 6.1 Table 2 iii) c)
IS 4031 (Part 6)(Compressive Strength at 672±4 h) |
- |
1500 |
|
- |
| 6.1 Table 2 iii) b)
IS 4031 (Part 6)(Compressive Strength at 168±2 h) |
- |
1000 |
|
- |
| 6.1 Table 2 iii) a)
IS 4031 (Part 6)(Compressive Strength at 72±1 h) |
- |
1000 |
|
- |
| 6.1 Table 2 ii) b)
IS 4031 (Part 5)(Final Setting time) |
- |
1000 |
|
- |
| 6.1 Table 2 ii) a)
IS 4031 (Part 5)(Initial Setting time) |
- |
1000 |
|
- |
| 6.1 Table 2 i) b)
IS 4031 (Part 3)(Soundness by Autoclave test method) |
- |
1000 |
|
- |
| 6.1 Table 2 i) a)
IS 4031 (Part 3)(Soundness by Le-Chatelier method) |
- |
1000 |
|
- |
| 6.1
IS 4031(Part 2)(Fineness) |
- |
1000 |
|
- |
| Cl. 5,Table 1(Insoluble chloride) |
- |
1000 |
|
- |
| Cl. 5,Table 1(Total loss on ignition) |
- |
1000 |
|
- |
| Cl. 5,Table 1(Alkali content,expressed as sodium oxide) |
- |
1000 |
|
- |
| Cl. 5,Table 1(Magnesia) |
- |
1000 |
|
- |
| Cl. 5,Table 1(Chloride content) |
- |
1000 |
|
- |
| Cl. 5,Table 1(Free lime) |
- |
1000 |
|
- |
| Cl. 5,Table 1(Total sulphur content calculated as sulphuric anhydride) |
- |
1000 |
|
- |
| Cl. 5,Table 1(C3S+C2S) |
- |
1000 |
|
- |
| Cl. 5,Table 1(C3A) |
- |
1000 |
|
- |
| Cl. 5,Table 1(C3S) |
- |
1000 |
|
- |
| Cl. 5,Table 1(Ratio of percentage of alumina to that of iron oxide) |
- |
1000 |
|
- |
| Cl. 5,Table 1(Ratio of percentage of lime to percentages of silica, alumina and iron oxide) |
- |
1000 |
|
- |
|
23 May, 2028 |
- included w.e.f 01.04.2026 |
| 7 |
IS 12823 (2025) |
Prelaminated Medium Density Particle Boards from Wood and other Lignocellulosic Material Specification (Second Revision) |
REG,MR,HMR/Type-1,2,3&4/Class-E1,E2/All Size |
15500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| As per Clause 5(Material - IS 3087) |
- |
600 |
|
- |
| As per Clause 8 Table 2(Length -IS 2380 (Part 2)) |
- |
600 |
|
- |
| As per Clause 8 Table 2(Width - IS 2380 (Part 2)) |
- |
600 |
|
- |
| As per Clause 8 Table 2(Thickness - IS 2380 (Part 2)) |
- |
600 |
|
- |
| As per Clause 8 Table 2(Squareness, Max -IS 2380 (Part 2)) |
- |
600 |
|
- |
| As per Clause 8 Table 2(Edge Straighness, Max - IS 2380 (Part 2)) |
- |
600 |
|
- |
| As per Clause 9.1 Table 3(Density -IS 2380 (Part 3)) |
- |
600 |
|
- |
| As per Clause 9.1 Table 3(Variation from mean density, --IS 2380 (Part 3)) |
- |
600 |
|
- |
| As per Clause 9.1 Table 3(Moisture Content -IS 2380 (Part 3)) |
- |
600 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of rupture (MoR), Min.-IS 2380 (Part 4)) |
- |
600 |
|
- |
| As per Clause 9.1 Table 4, Table 6, Table 7(Modulus of elasticity (MoE), Min. -(IS 2380 (Part 4)) |
- |
600 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table7(Internal bond strength, Min. - IS 2380 (Part 5)) |
- |
600 |
|
- |
| As per Clause 9.1 Table 6, Table 7(24 h thickness swelling (due to general absorption) Max. - IS 2380 (Part 17)) |
- |
600 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Screw withdrawal strength (face) , Min. -IS 2380 (Part 4)) |
- |
600 |
|
- |
| As per Clause 9.1 Table 4, Table 5, table 6, Table 7(Screw withdrawal strength (edge) , Min. -IS 2380 (Part 4)) |
- |
600 |
|
- |
| As per Clause 9.1 , Table 6, Table 7(Moisture Resistance : Option 1 : Cyclic test (1. )Internal bond strength Min. -IS 2380 (Part 5) see note 1) |
- |
600 |
|
- |
| As per Clause 9.1 , Table 6, Table 7(Moisture Resistance : Option 2 : Boil test (1.) Internal bond strength , Min.- IS 2380 (Part 5) see note 2) |
- |
600 |
|
- |
| As per Clause 9.1 , Table 8(Abrasion resistance in number of revolutions Min. --Annex. B) |
- |
900 |
|
- |
| As per Clause 9.1 , Table 8(Resiatnce to stream/water vapour - Annex. C) |
- |
600 |
|
- |
| As per Clause 9.1 , Table 8(Resitance to crack -Annex. D) |
- |
600 |
|
- |
| As per Clause 9.1 , Table 8(Resistance to cigarette burn -Annex. E) |
- |
600 |
|
- |
| As per Clause 9.1 , Table 8(Resiatnce to stain - Annex. F) |
- |
600 |
|
- |
| As per Clause 9.1 , Table 9(Formaldehyde content Fc, mg/100 g for oven dry board -IS 13745) |
- |
1000 |
|
- |
| As per Clause 9.1 , Table 9(Steady-state formaldehyde emission, Fc, mg/m3 (optional test)) |
- |
1000 |
|
- |
|
23 May, 2028 |
- Included w.e.f 18.12.2025 |
| 8 |
IS 13395 (2021) |
Performance of Handles and Handle Assemblies Attached to Cookware - Specification ( First Revision ) |
All Type & size |
10100 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 1() |
- |
200 |
|
- |
| 4.1(Construction) |
- |
500 |
|
- |
| 4.2(Materials) |
- |
500 |
|
- |
| 4.3(Selection and Size) |
- |
200 |
|
- |
| 4.4(Position of handle and knob with respect to cookware) |
- |
500 |
|
- |
| 4.() |
- |
200 |
|
- |
| 4.5(Attachment to cookware) |
- |
500 |
|
- |
| 4.() |
- |
200 |
|
- |
| 5.1(General) |
- |
500 |
|
- |
| 5.2(Bending strength) |
- |
800 |
|
- |
| 5.3(Torque strength) |
- |
600 |
|
- |
| 5.4(Impact strength) |
- |
600 |
|
- |
| 5.5(Fatigue resistance) |
- |
2000 |
|
- |
| 5.6(Leakage) |
- |
500 |
|
- |
| 5.7(Thermal insulation) |
- |
500 |
|
- |
| 5.8(Heat resistance) |
- |
500 |
|
- |
| 5.9(Washing resistance) |
- |
800 |
|
- |
| 5.10(Burning resistance) |
- |
500 |
|
- |
|
23 May, 2028 |
- Included w.e.f. 30.01.2026 |
| 9 |
IS 14587 (2025) |
Prelaminated Medium Density Fibre Boards of Wood and Other Lignocellulosic Materials - Specification ( Second Revision ) |
REG,MR.HMR-GP,FN/Type-1,2,3,4/Class-E1,E2/All Size |
15000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| As per Clause 8 Table 2(Length -IS 2380 (Part 2)) |
- |
600 |
|
- |
| As per Clause 8 Table 2(Width - IS 2380 (Part 2)) |
- |
600 |
|
- |
| As per Clause 8 Table 2(Thickness - IS 2380 (Part 2)) |
- |
600 |
|
- |
| As per Clause 8 Table 2(Squareness, Max -IS 2380 (Part 2)) |
- |
600 |
|
- |
| As per Clause 8 Table 2(Edge Straighness, Max - IS 2380 (Part 2)) |
- |
600 |
|
- |
| As per Clause 9.1 Table 3(Density -IS 2380 (Part 3)) |
- |
600 |
|
- |
| As per Clause 9.1 Table 3(Variation from mean density, --IS 2380 (Part 3)) |
- |
600 |
|
- |
| As per Clause 9.1 Table 3(Moisture Content -IS 2380 (Part 3)) |
- |
600 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of rupture (MoR), Min.-IS 2380 (Part 4)) |
- |
700 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of elasticity (MoE), Min. -(IS 2380 (Part 4)) |
- |
700 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table7(Internal bond strength, Min. - IS 2380 (Part 5)) |
- |
700 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(24 h thickness swelling (due to general absorption) Max. - IS 2380 (Part 17)) |
- |
700 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Screw withdrawal strength (face) , Min. -IS 2380 (Part 4)) |
- |
700 |
|
- |
| As per Clause 9.1 Table 4, Table 5, table 6, Table 7(Screw withdrawal strength (edge) , Min. -IS 2380 (Part 4)) |
- |
700 |
|
- |
| As per Clause 9.1 , Table 5, Table 6, Table 7(Moisture Resistance : Option 1 : Cyclic test (1. )Internal bond strength Min. -IS 2380 (Part 5) see note 1) |
- |
600 |
|
- |
| As per Clause 9.1 , Table 5, Table 6, Table 7(Moisture Resistance : Option 2 : Boil test (1.) Internal bond strength , Min.- IS 2380 (Part 5) see note 2) |
- |
600 |
|
- |
| As per Clause 9.1 , Table 8(Abrasion resistance in number of revolutions Min. --Annex. B) |
- |
600 |
|
- |
| As per Clause 9.1 , Table 8(Resiatnce to stream/water vapour - Annex. C) |
- |
600 |
|
- |
| As per Clause 9.1 , Table 8(Resitance to crack -Annex. D) |
- |
600 |
|
- |
| As per Clause 9.1 , Table 8(Resistance to cigarette burn -Annex. E) |
- |
600 |
|
- |
| As per Clause 9.1 , Table 8(Resiatnce to stain - Annex. F) |
- |
600 |
|
- |
| As per Clause 9.1 , Table 8(Resiatnce to stain - Annex. F) |
- |
600 |
|
- |
| As per Clause 9.1 , Table 9(Formaldehyde content Fc, mg/100 g for oven dry board -IS 13745) |
- |
600 |
|
- |
| As per Clause 9.1 , Table 9(Steady-state formaldehyde emission, Fc, mg/m3 (optional test)) |
- |
600 |
|
- |
|
23 May, 2028 |
- Included w.e.f 18.12.2025 |
| 10 |
IS 3087 (2025) |
Medium Density Particle Boards of Wood and other Lignocellulosic Materials for General Purpose - Specification ( Third Revision ) |
REG,MR,HMR/E1,E2/All Size |
17000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| As per Clause 7(Finish --IS 2380 (Part 2), IS 2380 (Part 3) & Visual) |
- |
800 |
|
- |
| As per Clause 8, Table 2(Length -IS 2380 (Part 2)) |
- |
900 |
|
- |
| As per Clause 8, Table 2(Width - IS 2380 (Part 2)) |
- |
900 |
|
- |
| As per Clause 8, Table 2(Thickness, Sanded/finished panel - IS 2380 (Part 2)) |
- |
900 |
|
- |
| As per Clause 8, Table 2(Squareness, Max. - IS 2380 (Part 2)) |
- |
900 |
|
- |
| As per Clause 8, Table 2(Edge straightness, Max. -IS 2380 (Part 2)) |
- |
900 |
|
- |
| As per Clause 9.1 Table 3(Density -IS 2380 (Part 3)) |
- |
900 |
|
- |
| As per Clause 9.1 Table 3(Variation from mean density, --IS 2380 (Part 3)) |
- |
900 |
|
- |
| As per Clause 9.1 Table 3(Moisture Content -IS 2380 (Part 3)) |
- |
900 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of rupture (MoR), Min.-IS 2380 (Part 4)) |
- |
900 |
|
- |
| As per Clause 9.1 Table 4, Table 6, Table 7(Modulus of elasticity (MoE), Min. -(IS 2380 (Part 4)) |
- |
900 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table7(Internal bond strength, Min. - IS 2380 (Part 5)) |
- |
900 |
|
- |
| As per Clause 9.1 Table 6, Table 7(24 h thickness swelling (due to general absorption) Max. - IS 2380 (Part 17)) |
- |
900 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Screw withdrawal strength (face) , Min. -IS 2380 (Part 4)) |
- |
900 |
|
- |
| As per Clause 9.1 Table 4, Table 5, table 6, Table 7(Screw withdrawal strength (edge) , Min. -IS 2380 (Part 4)) |
- |
900 |
|
- |
| As per Clause 9.1 , Table 6, Table 7(Moisture Resistance : Option 1 : Cyclic test (1. )Internal bond strength Min. -IS 2380 (Part 5) see note 1) |
- |
900 |
|
- |
| As per Clause 9.1 , Table 6, Table 7(Moisture Resistance : Option 2 : Boil test (1.) Internal bond strength , Min.- IS 2380 (Part 5) see note 2) |
- |
900 |
|
- |
| As per Clause 9.1 , Table 9(Formaldehyde content Fc, mg/100 g for oven dry board -IS 13745) |
- |
900 |
|
- |
| As per Clause 9.1 , Table 9(Steady-state formaldehyde emission, Fc, mg/m3 (optional test)) |
- |
900 |
|
- |
|
23 May, 2028 |
- Included w.e.f 18.12.2025 |
| 11 |
IS 12406 (2025) |
Medium Density Fibre Boards of Wood and Other Lignocellulosic Materials for General Purpose - Specification ( Third Revision ) |
REG,MR,HMR,GP,FN/Class-E1,E2/All Size |
13000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| As per Clause 7(Finish --IS 2380 (Part 2), IS 2380 (Part 3) & Visual) |
- |
500 |
|
- |
| As per Clause 8, Table 2(Length -IS 2380 (Part 2)) |
- |
500 |
|
- |
| As per Clause 8, Table 2(Width - IS 2380 (Part 2)) |
- |
500 |
|
- |
| As per Clause 8, Table 2(Thickness - IS 2380 (Part 2)) |
- |
500 |
|
- |
| As per Clause 8, Table 2(Squareness, Max. - IS 2380 (Part 2)) |
- |
500 |
|
- |
| As per Clause 8, Table 2(Edge straightness, Max.) |
- |
500 |
|
- |
| As per Clause 9.1 Table 3(Density -IS 2380 (Part 3)) |
- |
500 |
|
- |
| As per Clause 9.1 Table 3(Variation from mean density, --IS 2380 (Part 3)) |
- |
500 |
|
- |
| As per Clause 9.1 Table 3(Moisture Content -IS 2380 (Part 3)) |
- |
500 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of rupture (MoR), Min.-IS 2380 (Part 4)) |
- |
600 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of elasticity (MoE), Min. -(IS 2380 (Part 4)) |
- |
600 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table7(Internal bond strength, Min. - IS 2380 (Part 5)) |
- |
600 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(24 h thickness swelling (due to general absorption) Max. - IS 2380 (Part 17)) |
- |
600 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Screw withdrawal strength (face) , Min. -IS 2380 (Part 4)) |
- |
600 |
|
- |
| As per Clause 9.1 Table 4, Table 5, table 6, Table 7(Screw withdrawal strength (edge) , Min. -IS 2380 (Part 4)) |
- |
600 |
|
- |
| As per Clause 9.1 , Table 5, Table 6, Table 7(Moisture Resistance : Option 1 : Cyclic test (1. )Internal bond strength Min. -IS 2380 (Part 5) see note 1) |
- |
600 |
|
- |
| As per Clause 9.1 , Table 5, Table 6, Table 7(Moisture Resistance : Option 2 : Boil test (1.) Internal bond strength , Min.- IS 2380 (Part 5) see note 2) |
- |
600 |
|
- |
| As per Clause 9.1 , Table 9(Formaldehyde content Fc, mg/100 g for oven dry board -IS 13745) |
- |
600 |
|
- |
| As per Clause 9.1 , Table 9(Steady-state formaldehyde emission, Fc, mg/m3 (optional test)) |
- |
600 |
|
- |
| Cl-5.1(Wood and Any Other Lignocellulosic
Material) |
- |
500 |
|
- |
| Cl-5.2(Adhesive) |
- |
500 |
|
- |
| Cl-5.3(Sizing Material) |
- |
500 |
|
- |
| Cl-5.4(Preservative Treatment) |
- |
500 |
|
- |
| Cl-6(MANUFACTURE) |
- |
500 |
|
- |
|
23 May, 2028 |
- Included w.e.f 18.12.2025 |
| 12 |
IS 2347 (2023) |
DOMESTIC PRESSURE COOKER � SPECIFICATION |
All Size |
25000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1(Gross capacity) |
- |
200 |
|
- |
| 4.2(Body Capacity) |
- |
200 |
|
- |
| 5.1(Body, Lid, Containers and Grid) |
- |
300 |
|
- |
| 5.1.2(Body and Lid ) |
- |
300 |
|
- |
| 5.1.3(Stainless steel pressure cooker) |
- |
300 |
|
- |
| 5.1.4(Aluminium cooker ) |
- |
300 |
|
- |
| 5.2(Safety Relief Device) |
- |
300 |
|
- |
| 5.3(Gasket) |
- |
300 |
|
- |
| 5.4(Handles and Knobs) |
- |
300 |
|
- |
| 5.5(Pressure Regulating Device ) |
- |
300 |
|
- |
| 5.6(Vent Seal Pin for Pressure Regulating Device ) |
- |
300 |
|
- |
| 5.7(Vent Pipe ) |
- |
300 |
|
- |
| 5.8(Vent Pipe Nut ) |
- |
300 |
|
- |
| 5.9(Spring ) |
- |
300 |
|
- |
| 5.1(Material of Rim ) |
- |
200 |
|
- |
| 5.11(Visual Pressure Indicator) |
- |
200 |
|
- |
| 5.12(Gasket Release System) |
- |
200 |
|
- |
| 6(Construction) |
- |
200 |
|
- |
| 7(Workmanship and Finish ) |
- |
200 |
|
- |
| 8.1(Air Pressure Test ) |
- |
200 |
|
- |
| 8.2(Proof Pressure Test ) |
- |
200 |
|
- |
| 8.3(Operating Test for Pressure Regulating Device ) |
- |
200 |
|
- |
| 8.4(Test for Safety Relief Device ) |
- |
200 |
|
- |
| 8.5(Bursting Pressure Test ) |
- |
200 |
|
- |
| 8.6(Test for Removal of Lid under Pressure ) |
- |
200 |
|
- |
| 8.7(Test for Spring Loaded Mechanism ) |
- |
200 |
|
- |
| 8.8(Composite Cooker Base ) |
- |
200 |
|
- |
| 8.9(Aluminium induction compatible Base ) |
- |
200 |
|
- |
| 8.1(Handles of cooker ) |
- |
200 |
|
- |
| 8.11(External Coating) |
- |
200 |
|
- |
| 8.12(Internal Coating ) |
- |
200 |
|
- |
| 8.13(Integral electrical heating) |
- |
200 |
|
- |
| 8.14(Ply construction cooker Body ) |
- |
200 |
|
- |
| 8.15.1(Fragmentation Test ) |
- |
200 |
|
- |
| 8.15.2(Ball Drop Test ) |
- |
200 |
|
- |
| 8.15.3(Thermal Shock Test ) |
- |
200 |
|
- |
| 8.15.4(Free Fall Test) |
- |
200 |
|
- |
| 8.17(Test for Effectiveness for Induction Bottom) |
- |
200 |
|
- |
| 11(Marking ) |
- |
200 |
|
- |
| 12(Packing ) |
- |
200 |
|
- |
| 4(Capacity) |
- |
200 |
|
- |
| 4.2(Body Capacity) |
- |
200 |
|
- |
| 5.1.1(Body, Lid, Containers and Grid) |
- |
200 |
|
- |
| 5.1.2(Body, Lid, Containers and Grid) |
- |
200 |
|
- |
| 5.1.3(Body, Lid, Containers and Grid) |
- |
200 |
|
- |
| 5.1.4(Body, Lid, Containers and Grid) |
- |
200 |
|
- |
| 5.1.5(Body, Lid, Containers and Grid) |
- |
200 |
|
- |
| 5.2.1(Destructive Type Safety Relief Device) |
- |
200 |
|
- |
| 5.2.2(Resettable Type Safety Relief Device) |
- |
200 |
|
- |
| 5.3(Gasket) |
- |
200 |
|
- |
| 5.4(Handles and Knobs) |
- |
200 |
|
- |
| 5.5(Pressure Regulating Device) |
- |
200 |
|
- |
| 5.6(Vent Seal Pin for Pressure Regulating Device) |
- |
200 |
|
- |
| 5.7(Vent Pipe) |
- |
200 |
|
- |
| 5.8(Vent Pipe Nut) |
- |
200 |
|
- |
| 5.9(Spring) |
- |
200 |
|
- |
| 5.10(Spring) |
- |
200 |
|
- |
| 5.11(Visual Pressure Indicator) |
- |
200 |
|
- |
| 5.12(Gasket Release System) |
- |
200 |
|
- |
| 6(CONSTRUCTION) |
- |
200 |
|
- |
| 6.1(Pressure Regulating Device) |
- |
200 |
|
- |
| 6.1.1(Pressure Regulating Device) |
- |
200 |
|
- |
| 6.1.1(Minimum Inside diameter of Vent Pipe.) |
- |
200 |
|
- |
| 6.1.2(Pressure Regulating Device) |
- |
200 |
|
- |
| 6.1.3(Pressure Regulating Device) |
- |
200 |
|
- |
| 6.1.4(Pressure Regulating Device) |
- |
200 |
|
- |
| 6.1.5(Pressure Regulating Device) |
- |
200 |
|
- |
| 6.1.6(Pressure Regulating Device) |
- |
200 |
|
- |
| 6.2(Safety Relief Device) |
- |
200 |
|
- |
| 6.2.1(Safety Relief Device) |
- |
200 |
|
- |
| 6.2.2(Safety Relief Device) |
- |
200 |
|
- |
| 6.2.3(Safety Relief Device) |
- |
200 |
|
- |
| 6.3.1(Temperature Responsive Safety Relief Device) |
- |
200 |
|
- |
| 6.3.2(Temperature Responsive Safety Relief Device) |
- |
200 |
|
- |
| 6.3.3(Temperature Responsive Safety Relief Device) |
- |
200 |
|
- |
| 6.4.1(Handles and Knobs) |
- |
200 |
|
- |
| 6.4.1.1(Handles and Knobs) |
- |
200 |
|
- |
| 6.4.2(Handles and Knobs) |
- |
200 |
|
- |
| 6.4.2.1(Handles and Knobs) |
- |
200 |
|
- |
| 6.5(CONSTRUCTION) |
- |
200 |
|
- |
| 6.6(CONSTRUCTION) |
- |
200 |
|
- |
| 6.7(Internal Level Marking) |
- |
200 |
|
- |
| 6.8(Internal Level Marking) |
- |
200 |
|
- |
| 7.1(WORKMANSHIP AND FINISH) |
- |
200 |
|
- |
| 7.2(WORKMANSHIP AND FINISH) |
- |
200 |
|
- |
| 8.17(Test for Effectiveness for Induction Bottom) |
- |
200 |
|
- |
| 8.16(PRD with chain) |
- |
200 |
|
- |
| 8.15.4.2(Glass lid without rim) |
- |
200 |
|
- |
| 8.15.4.1("Free Fall Test ( Glass lid with rim)
") |
- |
200 |
|
- |
| 8.15.3(Thermal Shock Test on Tempered Glass lid) |
- |
200 |
|
- |
| 8.15.2(Ball Drop Test on Tempered Glass lid) |
- |
200 |
|
- |
| 8.15.1(Fragmentation Test on Tempered Glass lid) |
- |
200 |
|
- |
| 8.14(3 ply construction cooker body) |
- |
200 |
|
- |
| 8.13(Pressure cooker with integral electrical heating) |
- |
200 |
|
- |
| 8.12(Internal Coating) |
- |
200 |
|
- |
| 7.3(WORKMANSHIP AND FINISH) |
- |
200 |
|
- |
| 7.4(WORKMANSHIP AND FINISH) |
- |
200 |
|
- |
| 8.1(Air Pressure Test) |
- |
200 |
|
- |
| 8.2(Proof Pressure Test) |
- |
200 |
|
- |
| 8.3.1(Operating Test for Pressure Regulating Device) |
- |
200 |
|
- |
| 8.4.1(Test for Safety Relief Device) |
- |
200 |
|
- |
| 8.4.2(Test for Safety Relief Device) |
- |
200 |
|
- |
| 8.4.2 NOTE(Test for Safety Relief Device) |
- |
200 |
|
- |
| 8.5(Bursting Pressure Test) |
- |
200 |
|
- |
| 8.6.1(Tests for Removal of Lid under Pressure For Outer Lid Cooker) |
- |
200 |
|
- |
| 8.6.2(Tests for Removal of Lid under Pressure For inner Lid Cooker) |
- |
200 |
|
- |
| 8.6.3(Tests for Removal of Lid under Pressure: For Cooker Fastened by Screw Clamps or Any Other Locking Device) |
- |
200 |
|
- |
| 8.6.4(Tests for Removal of Lid under Pressure in case of electrical pressure cooker) |
- |
200 |
|
- |
| 8.7(Test for Spring Loaded Mechanism) |
- |
200 |
|
- |
| 8.8(Test for stainless steel cookers) |
- |
200 |
|
- |
| 8.9("For stainless steel, aluminium induction
compatible base and 3 ply cooker") |
- |
200 |
|
- |
| 8.10(Testing of Handles of the cooker) |
- |
200 |
|
- |
| 8.10 Note 3(Testing of Handles of the cooker) |
- |
200 |
|
- |
| 8.10 Note 4(Testing of Handles of the cooker) |
- |
200 |
|
- |
| 8.10 Note 5(Testing of Handles of the cooker) |
- |
200 |
|
- |
| 8.10 Note 6(Testing of Handles of the cooker) |
- |
200 |
|
- |
| 8.10.1(Testing of Handles of the cooker) |
- |
200 |
|
- |
| 8.11.1(External Coating) |
- |
200 |
|
- |
| Cl 18.15.5 (Amendment No.2)(Nominal thickness of glass lid) |
- |
200 |
|
- |
| 4.1(Gross capacity) |
- |
0 |
|
- |
| 4.2(Body Capacity) |
- |
0 |
|
- |
| 5.1(Body, Lid, Containers and Grid) |
- |
0 |
|
- |
| 5.1.2(Body and Lid ) |
- |
0 |
|
- |
| 5.1.3(Stainless steel pressure cooker) |
- |
0 |
|
- |
| 5.1.4(Aluminium cooker ) |
- |
0 |
|
- |
| 5.2(Safety Relief Device) |
- |
0 |
|
- |
| 5.3(Gasket) |
- |
0 |
|
- |
| 5.4(Handles and Knobs) |
- |
0 |
|
- |
| 5.5(Pressure Regulating Device ) |
- |
0 |
|
- |
| 5.6(Vent Seal Pin for Pressure Regulating Device ) |
- |
0 |
|
- |
| 5.7(Vent Pipe ) |
- |
0 |
|
- |
| 5.8(Vent Pipe Nut ) |
- |
0 |
|
- |
| 5.9(Spring ) |
- |
0 |
|
- |
| 5.1(Material of Rim ) |
- |
0 |
|
- |
| 5.11(Visual Pressure Indicator) |
- |
0 |
|
- |
| 5.12(Gasket Release System) |
- |
0 |
|
- |
| 6(Construction) |
- |
0 |
|
- |
| 7(Workmanship and Finish ) |
- |
0 |
|
- |
| 8.1(Air Pressure Test ) |
- |
0 |
|
- |
| 8.2(Proof Pressure Test ) |
- |
0 |
|
- |
| 8.3(Operating Test for Pressure Regulating Device ) |
- |
0 |
|
- |
| 8.4(Test for Safety Relief Device ) |
- |
0 |
|
- |
| 8.5(Bursting Pressure Test ) |
- |
0 |
|
- |
| 8.6(Test for Removal of Lid under Pressure ) |
- |
0 |
|
- |
| 8.7(Test for Spring Loaded Mechanism ) |
- |
0 |
|
- |
| 8.8(Composite Cooker Base ) |
- |
0 |
|
- |
| 8.9(Aluminium induction compatible Base ) |
- |
0 |
|
- |
| 8.1(Handles of cooker ) |
- |
0 |
|
- |
| 8.11(External Coating) |
- |
0 |
|
- |
| 8.12(Internal Coating ) |
- |
0 |
|
- |
| 8.13(Integral electrical heating) |
- |
0 |
|
- |
| 8.14(Ply construction cooker Body ) |
- |
0 |
|
- |
| 8.15.1(Fragmentation Test ) |
- |
0 |
|
- |
| 8.15.2(Ball Drop Test ) |
- |
0 |
|
- |
| 8.15.3(Thermal Shock Test ) |
- |
0 |
|
- |
| 8.15.4(Free Fall Test) |
- |
0 |
|
- |
| 8.17(Test for Effectiveness for Induction Bottom) |
- |
0 |
|
- |
| 11(Marking ) |
- |
0 |
|
- |
| 12(Packing ) |
- |
0 |
|
- |
| 4(Capacity) |
- |
0 |
|
- |
| 4.2(Body Capacity) |
- |
0 |
|
- |
| 5.1.1(Body, Lid, Containers and Grid) |
- |
0 |
|
- |
| 5.1.2(Body, Lid, Containers and Grid) |
- |
0 |
|
- |
| 5.1.3(Body, Lid, Containers and Grid) |
- |
0 |
|
- |
| 5.1.4(Body, Lid, Containers and Grid) |
- |
0 |
|
- |
| 5.1.5(Body, Lid, Containers and Grid) |
- |
0 |
|
- |
| 5.2.1(Destructive Type Safety Relief Device) |
- |
0 |
|
- |
| 5.2.2(Resettable Type Safety Relief Device) |
- |
0 |
|
- |
| 5.3(Gasket) |
- |
0 |
|
- |
| 5.4(Handles and Knobs) |
- |
0 |
|
- |
| 5.5(Pressure Regulating Device) |
- |
0 |
|
- |
| 5.6(Vent Seal Pin for Pressure Regulating Device) |
- |
0 |
|
- |
| 5.7(Vent Pipe) |
- |
0 |
|
- |
| 5.8(Vent Pipe Nut) |
- |
0 |
|
- |
| 5.9(Spring) |
- |
0 |
|
- |
| 5.10(Spring) |
- |
0 |
|
- |
| 5.11(Visual Pressure Indicator) |
- |
0 |
|
- |
| 5.12(Gasket Release System) |
- |
0 |
|
- |
| 6(CONSTRUCTION) |
- |
0 |
|
- |
| 6.1(Pressure Regulating Device) |
- |
0 |
|
- |
| 6.1.1(Pressure Regulating Device) |
- |
0 |
|
- |
| 6.1.1(Minimum Inside diameter of Vent Pipe.) |
- |
0 |
|
- |
| 6.1.2(Pressure Regulating Device) |
- |
0 |
|
- |
| 6.1.3(Pressure Regulating Device) |
- |
0 |
|
- |
| 6.1.4(Pressure Regulating Device) |
- |
0 |
|
- |
| 6.1.5(Pressure Regulating Device) |
- |
0 |
|
- |
| 6.1.6(Pressure Regulating Device) |
- |
0 |
|
- |
| 6.2(Safety Relief Device) |
- |
0 |
|
- |
| 6.2.1(Safety Relief Device) |
- |
0 |
|
- |
| 6.2.2(Safety Relief Device) |
- |
0 |
|
- |
| 6.2.3(Safety Relief Device) |
- |
0 |
|
- |
| 6.3.1(Temperature Responsive Safety Relief Device) |
- |
0 |
|
- |
| 6.3.2(Temperature Responsive Safety Relief Device) |
- |
0 |
|
- |
| 6.3.3(Temperature Responsive Safety Relief Device) |
- |
0 |
|
- |
| 6.4.1(Handles and Knobs) |
- |
0 |
|
- |
| 6.4.1.1(Handles and Knobs) |
- |
0 |
|
- |
| 6.4.2(Handles and Knobs) |
- |
0 |
|
- |
| 6.4.2.1(Handles and Knobs) |
- |
0 |
|
- |
| 6.5(CONSTRUCTION) |
- |
0 |
|
- |
| 6.6(CONSTRUCTION) |
- |
0 |
|
- |
| 6.7(Internal Level Marking) |
- |
0 |
|
- |
| 6.8(Internal Level Marking) |
- |
0 |
|
- |
| 7.1(WORKMANSHIP AND FINISH) |
- |
0 |
|
- |
| 7.2(WORKMANSHIP AND FINISH) |
- |
0 |
|
- |
| 8.17(Test for Effectiveness for Induction Bottom) |
- |
0 |
|
- |
| 8.16(PRD with chain) |
- |
0 |
|
- |
| 8.15.4.2(Glass lid without rim) |
- |
0 |
|
- |
| 8.15.4.1("Free Fall Test ( Glass lid with rim)
") |
- |
0 |
|
- |
| 8.15.3(Thermal Shock Test on Tempered Glass lid) |
- |
0 |
|
- |
| 8.15.2(Ball Drop Test on Tempered Glass lid) |
- |
0 |
|
- |
| 8.15.1(Fragmentation Test on Tempered Glass lid) |
- |
0 |
|
- |
| 8.14(3 ply construction cooker body) |
- |
0 |
|
- |
| 8.13(Pressure cooker with integral electrical heating) |
- |
0 |
|
- |
| 8.12(Internal Coating) |
- |
0 |
|
- |
| 7.3(WORKMANSHIP AND FINISH) |
- |
0 |
|
- |
| 7.4(WORKMANSHIP AND FINISH) |
- |
0 |
|
- |
| 8.1(Air Pressure Test) |
- |
0 |
|
- |
| 8.2(Proof Pressure Test) |
- |
0 |
|
- |
| 8.3.1(Operating Test for Pressure Regulating Device) |
- |
0 |
|
- |
| 8.4.1(Test for Safety Relief Device) |
- |
0 |
|
- |
| 8.4.2(Test for Safety Relief Device) |
- |
0 |
|
- |
| 8.4.2 NOTE(Test for Safety Relief Device) |
- |
0 |
|
- |
| 8.5(Bursting Pressure Test) |
- |
0 |
|
- |
| 8.6.1(Tests for Removal of Lid under Pressure For Outer Lid Cooker) |
- |
0 |
|
- |
| 8.6.2(Tests for Removal of Lid under Pressure For inner Lid Cooker) |
- |
0 |
|
- |
| 8.6.3(Tests for Removal of Lid under Pressure: For Cooker Fastened by Screw Clamps or Any Other Locking Device) |
- |
0 |
|
- |
| 8.6.4(Tests for Removal of Lid under Pressure in case of electrical pressure cooker) |
- |
0 |
|
- |
| 8.7(Test for Spring Loaded Mechanism) |
- |
0 |
|
- |
| 8.8(Test for stainless steel cookers) |
- |
0 |
|
- |
| 8.9("For stainless steel, aluminium induction
compatible base and 3 ply cooker") |
- |
0 |
|
- |
| 8.10(Testing of Handles of the cooker) |
- |
0 |
|
- |
| 8.10 Note 3(Testing of Handles of the cooker) |
- |
0 |
|
- |
| 8.10 Note 4(Testing of Handles of the cooker) |
- |
0 |
|
- |
| 8.10 Note 5(Testing of Handles of the cooker) |
- |
0 |
|
- |
| 8.10 Note 6(Testing of Handles of the cooker) |
- |
0 |
|
- |
| 8.10.1(Testing of Handles of the cooker) |
- |
0 |
|
- |
| 8.11.1(External Coating) |
- |
0 |
|
- |
| Cl 18.15.5 (Amendment No.2)(Nominal thickness of glass lid) |
- |
0 |
|
- |
|
23 May, 2028 |
- Included w.e.f 06.01.2026
8.13 (Integral electrical heating) |
| 13 |
IS 1328 (2025) |
Veneered Decorative Plywood - Specification ( Fourth Revision ) |
MR,BWP,BWP/Type-1,2,3&4 or E1,E2/All Size |
8000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 4.1(Grades) |
- |
300 |
|
- |
| Cl 4.2(Type) |
- |
300 |
|
- |
| Cl 4.3(Formaldehyde Class) |
- |
400 |
|
- |
| Cl 5.2(Adhesive) |
- |
400 |
|
- |
| Cl 7.1(Surface Requirements- For Type 1) |
- |
200 |
|
- |
| Cl 7.2(Surface Requirements- For Type 2) |
- |
200 |
|
- |
| Cl 7.3(Surface Requirements- For Type 3) |
- |
200 |
|
- |
| Cl 7.4(Surface Requirements- For Type 4) |
- |
200 |
|
- |
| Cl 8.1(Dimensions (Length and Width)) |
- |
300 |
|
- |
| Cl 8.2(Dimensions (Thickness)) |
- |
300 |
|
- |
| Cl 8.3(Squareness and Edge Straightness as Per Annex B) |
- |
300 |
|
- |
| Cl 8.4- Table 1(Tolerances) |
- |
500 |
|
- |
| Cl 11.3(Moisture Content) |
- |
500 |
|
- |
| Cl 11.4.1(a)(Water Resistance Test( For MR Grade)) |
- |
500 |
|
- |
| Cl 11.4.1(b)(Water Resistance Test( For BWR Grade)) |
- |
500 |
|
- |
| Cl 11.4.1(c)(Water Resistance Test( For BWP Grade)) |
- |
500 |
|
- |
| Cl 11.5(Formaldehyde Content Test) |
- |
1000 |
|
- |
| Cl 11.6(Steady - State Formaldehyde Emission Test ( Optional Test)) |
- |
1000 |
|
- |
| Cl 12(Marking) |
- |
400 |
|
- |
|
23 May, 2028 |
- included w.e.f 18.11.2025 |
| 14 |
IS 848 (2025) |
Synthetic Resin Adhesives for Plywood (Phenolic, Aminoplastic and Bio-Materials Based) - Specification ( Third Revision ) |
BWP,BWR,MR/All Type |
7346 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| As per Clause 4 Table 1(TYPES) |
- |
1000 |
|
- |
| As per Clause 6.6(SETTING TIMES AND CONDITIONS) |
- |
1000 |
|
- |
| As per Clause 7.3.2 Table 1(i)(Cyclic Test For BWP Type) |
- |
1000 |
|
- |
| As per Clause 7.3.2 Table 1(ii)(Cyclic Test For BWR Type) |
- |
1000 |
|
- |
| As per Clause 7.3.2 Table 1(iii)(Cyclic Test For MR Type) |
- |
1000 |
|
- |
| As per Clause 7.4(Acidity And Alkalinity (pH)) |
- |
2000 |
|
- |
| As per Clause 9(Marking) |
- |
1000 |
|
- |
|
23 May, 2028 |
- Included w.e.f. 10.12.2025 |
| 15 |
IS 3812 (Part 1) (2013) |
Pulverized fuel ash - Specification: Part 1 For use as pozzolana in cement, cement mortar and concrete |
All Type |
8000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl. 6.1, Table 1 - i(Silicon dioxide (SiO2) plus aluminium oxide (Al2O3) plus ironoxide (Fe2O3) - IS 1727) |
- |
400 |
|
- |
| Cl. 6.1, Table 1 - ii(Silicon dioxide (SiO2) - IS 1727) |
- |
400 |
|
- |
| Cl. 6.1, Table 1 - iii(Reactive Silica - Annex B) |
- |
400 |
|
- |
| Cl. 6.1, Table 1 - iv(Magnesium oxide (MgO) - IS 1727) |
- |
400 |
|
- |
| Cl. 6.1, Table 1 - v( Total sulphur as sulphur trioxide (SO3) - IS 1727) |
- |
400 |
|
- |
| Cl. 6.1, Table 1 - vi( Available alkalis as equivalent sodium oxide (Na2O) - Annex C) |
- |
400 |
|
- |
| Cl. 6.1, Table 1 - vii( Total Chlorides - IS 4032) |
- |
400 |
|
- |
| Cl. 6.1, Table 1 - viii( Loss on ignition - IS 1727) |
- |
400 |
|
- |
| Cl. 6.2(Moisture content of the fly ash when supplied in dry condition - Annex D) |
- |
300 |
|
- |
| 7.1-Table 2(i)(PHYSICAL REQUIREMENTS-Fineness) |
- |
500 |
|
- |
| 7.1-Table 2(ii)(PHYSICAL REQUIREMENTS-Particles retained on 45 micron IS sieve) |
- |
500 |
|
- |
| 7.1-Table 2(iii)(PHYSICAL REQUIREMENTS-Average compressive strength) |
- |
500 |
|
- |
| 7.1-Table 2(iv)(PHYSICAL REQUIREMENTS-Compressive strength at 28 days) |
- |
500 |
|
- |
| 7.1-Table 2(v)(PHYSICAL REQUIREMENTS-Soundness by autoclave test ) |
- |
500 |
|
- |
| 7.2(Uniformity Requirements) |
- |
500 |
|
- |
| 5.1, 7.1, table-2, iii(Lime reacitivity) |
- |
500 |
|
- |
| 5.1&7.1, table-2 (III)(Lime Reactivity) |
- |
500 |
|
- |
| 5.1, 7.1, table-2, iii(Lime reacitivity) |
- |
500 |
|
- |
|
23 May, 2028 |
- Included w.e.f. 04.11.2025 |
| 16 |
IS 9103 (1999) |
Specification for Concrete Admixtures - |
All Type |
17500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 9, Table- 2(Dry material content ) |
- |
500 |
|
- |
| Clause 9, Table- 2(Ash content) |
- |
500 |
|
- |
| Clause 9, Table- 2(Relative density) |
- |
500 |
|
- |
| Clause 9, Table- 2(Chloride ion content) |
- |
500 |
|
- |
| Clause 9, Table- 2( pH) |
- |
500 |
|
- |
| Clause 9, Table- 2(Dry material content ) |
- |
100 |
|
- |
| Clause 9, Table- 2(Ash content) |
- |
100 |
|
- |
| Clause 9, Table- 2(Relative density) |
- |
100 |
|
- |
| Clause 9, Table- 2(Chloride ion content) |
- |
100 |
|
- |
| Clause 9, Table- 2( pH) |
- |
100 |
|
- |
| Cl 4, Table 1A(Slump) |
- |
1000 |
|
- |
| Cl 4, Table 1 B(Flow, Loss of workability on satnding, Minimum compressive strength ( 7 Days,28 Days, 6 Month and 1 Year)) |
- |
1000 |
|
- |
| Cl 9 Table 2(Dry material content ( a-For liquid admixture, b- For solid admixture), Ash content, Relative density, Chloride ion content, pH) |
- |
100 |
|
- |
| Cl 4, Table 1A(Water Content, percent of control sample, Max) |
- |
600 |
|
- |
| Cl 4, Table 1 B(Flow) |
- |
300 |
|
- |
| Cl 9 Table 2(Dry material content ( a-For liquid admixture, b- For solid admixture), Ash content, Relative density, Chloride ion content, pH) |
- |
0 |
|
- |
| Cl 4, Table 1A(Time of setting, allowable deviation from control sample hours) |
- |
3000 |
|
- |
| Cl 4, Table 1A(Compressive strength, percent of control sample, Min) |
- |
2500 |
|
- |
| Cl 4, Table 1A(Flexural strength, percent of control sample, Min) |
- |
2000 |
|
- |
| Cl 4, Table 1A(Length change, percent increase over control sample, Max) |
- |
1000 |
|
- |
| Cl 4, Table 1A(Bleeding, percent increase over control sample, Max) |
- |
500 |
|
- |
| Cl 4, Table 1A(Loss of workability) |
- |
500 |
|
- |
| Cl 4, Table 1A(Air content (%), Max, over control) |
- |
2000 |
|
- |
| Cl 4, Table 1 B(Loss of workability on standing) |
- |
0 |
|
- |
| Cl 4, Table 1 B(Minimum compressive strength ( 7 Days,28 Days, 6 Month and 1 Year)) |
- |
0 |
|
- |
| Clause 4, Table 1B, SI no. (iii)
(1 year minimum compressive strength, percent of control mix concrete) |
- |
0 |
|
- |
| Clause 4, Table 1B, SI no. (iii)
(6 months minimum compressive strength, percent of control mix concrete) |
- |
0 |
|
- |
| Clause 4, Table 1B, SI no. (iii)
(28 days minimum compressive strength, percent of control mix concrete) |
- |
0 |
|
- |
| Clause 4, Table 1B, SI no. (iii)
(7 days minimum compressive strength, percent of control mix concrete) |
- |
0 |
|
- |
| Clause 4, Table 1A, SI no. (v)
(28 days flexural strength, percent of control sample) |
- |
0 |
|
- |
| Clause 4, Table 1A, SI no. (v)
(7 days flexural strength, percent of control sample) |
- |
0 |
|
- |
| Clause 4, Table 1A, SI no. (v)
(3 days flexural strength, percent of control sample) |
- |
0 |
|
- |
| Clause 4, Table 1A, SI no. (iv)
(1 year compressive strength, percent of control sample) |
- |
0 |
|
- |
| Clause 4, Table 1A, SI no. (iv)
(6 months compressive strength, percent of control sample) |
- |
0 |
|
- |
| Clause 4, Table 1A, SI no. (iv)
(28 days compressive strength, percent of control sample) |
- |
0 |
|
- |
| Clause 4, Table 1A, SI no. (iv)
(7 days compressive strength, percent of control sample) |
- |
0 |
|
- |
| Clause 4, Table 1A, SI no. (iv)
(3 days compressive strength, percent of control sample) |
- |
0 |
|
- |
| Clause 4, Table 1A, SI no. (iv)
(1 day compressive strength, percent of control sample) |
- |
0 |
|
- |
| Clause 4, Table 1A, SI no. (iii)
(Final time of setting allowable deviation from control sample) |
- |
0 |
|
- |
| Clause 4, Table 1A, SI no. (iii)
(Initial time of setting allowable deviation from control sample) |
- |
0 |
|
- |
| 4, Table 1B( minimum Compressive strength percent of control mix concrete 1 Year ) |
- |
0 |
|
- |
| 4, Table 1B( minimum Compressive strength percent of control mix concrete 6 Months days) |
- |
0 |
|
- |
| 4, Table 1B( minimum Compressive strength percent of control mix concrete 28 days) |
- |
0 |
|
- |
| 4, Table 1B( minimum Compressive strength percent of control mix concrete 7 days) |
- |
0 |
|
- |
| 4, Table 1A(Compressive strength percent of control Sample 1 year ) |
- |
0 |
|
- |
| 4, Table 1A(Compressive strength percent of control Sample 6 Months ) |
- |
0 |
|
- |
| 4, Table 1A(Compressive strength percent of control Sample 28 Days ) |
- |
0 |
|
- |
| 4, Table 1A(Compressive strength percent of control Sample 7 Days) |
- |
0 |
|
- |
| 4, Table 1A(Compressive strength percent of control Sample 3 Days) |
- |
0 |
|
- |
| 4, Table 1A(Compressive strength percent of control Sample 1 Day ) |
- |
0 |
|
- |
| 4, Table 1A(Length Change percent Increase over control Sample 1 year) |
- |
0 |
|
- |
| 4, Table 1A(Length Change percent Increase over control Sample 6 Month) |
- |
0 |
|
- |
| 4, Table 1A(Length Change percent Increase over control Sample 28 Day) |
- |
0 |
|
- |
| 4, Table 1A(Flexural strength percent of control Sample 28 Day) |
- |
0 |
|
- |
| 4, Table 1A(Flexural strength percent of control Sample 7 Day) |
- |
0 |
|
- |
| 4, Table 1A(Flexural strength percent of control Sample 3 Day) |
- |
0 |
|
- |
|
23 May, 2028 |
- Included w.e.f.09.10.2025 |
| 17 |
IS 1659 (2004) |
Block boards - Specification (Fourth Revision) |
BWP,MR/Decorative,Commercial/All Size |
8500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 9.2.6(Spot test - Annexure L) |
- |
800 |
|
- |
| 9.2.5(Modulus of elasticity - MINIMUM INDIVIDUAL - Annexure K) |
- |
500 |
|
- |
| 9.2.5(Modulus of elasticity - AVERAGE - Annexure K) |
- |
100 |
|
- |
| 9.2.5(Modulus of rupture - MINIMUM INDIVIDUAL - Annexure K) |
- |
500 |
|
- |
| 9.2.5(Modulus of rupture - AVERAGE - Annexure K) |
- |
100 |
|
- |
| 9.2.4(Mycological Test [for MR grade only] - Annexure J) |
- |
500 |
|
- |
| 9.2.3(Adhesion of Plies - Annexure H) |
- |
500 |
|
- |
| 9.2.2 (Resistance to water - Annexure G, Annexure H [For MR Grade]) |
- |
300 |
|
- |
| 9.2.2 (Resistance to water - Annexure G, Annexure H [For BWP grade]) |
- |
100 |
|
- |
| 9.2.1(Dimensional Changes caused by humidity Change in local planeness - Annexure F) |
- |
200 |
|
- |
| 9.2.1(Dimensional Changes caused by humidity - Delamination - Annexure F) |
- |
200 |
|
- |
| 9.2.1(Dimensional Changes caused by humidity - Change in thickness - at 40% RH - Annexure F) |
- |
200 |
|
- |
| 9.2.1(Dimensional Changes caused by humidity - Change in Thickness - at 90% RH - Annexure F) |
- |
200 |
|
- |
| 9.2.1(Dimensional Changes caused by humidity - Change in Length - at 40% RH - Annexure F) |
- |
200 |
|
- |
| 9.2.1(Dimensional Changes caused by humidity - Change in Length - at 90% RH - Annexure F) |
- |
200 |
|
- |
| 7.3(Dimensional Requirements - Variation in thickness - Annexure E) |
- |
200 |
|
- |
| 7.3(Dimensional Requirements - Squareness - Annexure D) |
- |
200 |
|
- |
| 7.3(Dimensional Requirements - Edge Straightness - Annexure D) |
- |
200 |
|
- |
| 7.3(Dimensional Requirements - Thickness - Annexure E) |
- |
200 |
|
- |
| 7.3(Dimensional Requirements - Width - 8.1.4) |
- |
200 |
|
- |
| 7.3(Dimensional Requirements - Length - 8.1.4) |
- |
200 |
|
- |
| 8.1.3, 6.3.3, IS 1328(Visual Inspection - Permissible Defects - IS 1328 [test method for DECORATIVE type]) |
- |
200 |
|
- |
| 8.1.3, 6.3.3, IS 303(Visual Inspection - Permissible Defects - IS 303 [test method for COMMERCIAL type]) |
- |
200 |
|
- |
| 9.2.6 (mechanical)(Spot test - Annexure L) |
- |
500 |
|
- |
| cl. 11(marking) |
- |
100 |
|
- |
| cl. 11.1(marking - BIS certification marking) |
- |
100 |
|
- |
| Cl-10(ADDITIONAL REQUIREMENTS FOR
ECO-MARK) |
- |
100 |
|
- |
| 6.2(Core- Moisture & Width) |
- |
300 |
|
- |
| 6.3(Cross Bands and Faces- Moisture content) |
- |
300 |
|
- |
| 6.3.1(Thickness of cross band and face veneers) |
- |
300 |
|
- |
| Cl-7.1(Thickness) |
- |
300 |
|
- |
| Cl-7.2(Sizes) |
- |
300 |
|
- |
|
23 May, 2028 |
- Included w.e.f 16.09.2025 |
| 18 |
IS 2202 : Part 1 (2023) |
WOODEN FLUSH DOOR SHUTTERS SOLID CORE TYPE SPECIFICATION PART 1 PLYWOOD FACE PANELS Seventh Revision |
MR,BWP/Decorative, Non Decorative/All Size/8DS20 to 12DT21 |
17000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 9.1(Workmanship & Finish) |
- |
200 |
|
- |
| 9.2(Workmanship & Finish) |
- |
0 |
|
- |
| 9.3(Workmanship & Finish) |
- |
0 |
|
- |
| 11.1(Dimensions - Height) |
- |
200 |
|
- |
| 11.1(Dimensions - Width) |
- |
200 |
|
- |
| 11.1(Dimensions - Thickness) |
- |
200 |
|
- |
| 11.1(Dimensions - Variation in thickness) |
- |
200 |
|
- |
| 11.1(Dimensions - Squareness) |
- |
200 |
|
- |
| 11.12(End immersion test) |
- |
300 |
|
- |
| 11.13(Knife Test) |
- |
300 |
|
- |
| 11.14(Glue Adhesion Test) |
- |
200 |
|
- |
| 4(GRADE) |
- |
100 |
|
- |
| 4(TYPE) |
- |
100 |
|
- |
| 5(SIZES) |
- |
100 |
|
- |
| 7.1.1(CONSTRUCTION-Blockboard Core) |
- |
100 |
|
- |
| 7.1.1(CONSTRUCTION-Blockboard Core) |
- |
0 |
|
- |
| 7.1.2(CONSTRUCTION-Blockboard Core) |
- |
0 |
|
- |
| 7.3.2(CONSTRUCTION-Stiles and Rails) |
- |
100 |
|
- |
| 7.3.2(a)(CONSTRUCTION-Stiles and Rails-Joints) |
- |
0 |
|
- |
| 7.3.2(b)(CONSTRUCTION-Stiles and Rails-Joints) |
- |
0 |
|
- |
| 7.3.2(c)(CONSTRUCTION-Stiles and Rails-Joints) |
- |
0 |
|
- |
| 7.3.3(CONSTRUCTION-Stiles and Rails) |
- |
0 |
|
- |
| 9.1(WORKMANSHIP AND FINISH) |
- |
0 |
|
- |
| 9.2(WORKMANSHIP AND FINISH) |
- |
0 |
|
- |
| 9.3(WORKMANSHIP AND FINISH) |
- |
0 |
|
- |
| 11.1(Dimensions and Squareness Test) |
- |
100 |
|
- |
| 11.1(Dimensions and Squareness Test) |
- |
100 |
|
- |
| 11.1(Dimensions and Squareness Test) |
- |
100 |
|
- |
| 11.1(Dimensions and Squareness Test) |
- |
100 |
|
- |
| 11.1(Dimensions and Squareness Test) |
- |
100 |
|
- |
| 11.2(General Flatness Test) |
- |
100 |
|
- |
| 11.2(General Flatness Test) |
- |
0 |
|
- |
| 11.2(General Flatness Test) |
- |
0 |
|
- |
| 11.3(Local Planeness Test) |
- |
100 |
|
- |
| 11.4(Impact Indentation Test) |
- |
200 |
|
- |
| 11.4(Impact Indentation Test) |
- |
0 |
|
- |
| 11.5(Flexure Test) |
- |
200 |
|
- |
| 11.5(Flexure Test) |
- |
0 |
|
- |
| 11.6(Edge Loading Test) |
- |
300 |
|
- |
| 11.6(Edge Loading Test) |
- |
0 |
|
- |
| 11.6(Edge Loading Test) |
- |
0 |
|
- |
| 11.6(Edge Loading Test) |
- |
0 |
|
- |
| 11.7.1(Shock Resistance Test) |
- |
300 |
|
- |
| 11.7.2(Shock Resistance Test) |
- |
0 |
|
- |
| 11.8(Buckling Test) |
- |
300 |
|
- |
| 11.8(Buckling Test) |
- |
0 |
|
- |
| 11.8(Buckling Test) |
- |
0 |
|
- |
| 11.9.2(Slamming Test) |
- |
300 |
|
- |
| 11.9.3(Slamming Test) |
- |
0 |
|
- |
| 11.10(Misuse Test) |
- |
300 |
|
- |
| 11.11(Varying Humidity Test) |
- |
500 |
|
- |
| 11.11(Varying Humidity Test) |
- |
0 |
|
- |
| 11.12(End Immersion Test) |
- |
300 |
|
- |
| 11.13(Knife Test) |
- |
300 |
|
- |
| 11.14(Glue Adhesion Test) |
- |
500 |
|
- |
| 11.15(Screw Withdrawal Resistance Test) |
- |
800 |
|
- |
| 11.15(Screw Withdrawal Resistance Test) |
- |
0 |
|
- |
| Clause 4.2(grades specified) |
- |
300 |
|
- |
| Clause 5(SIZES) |
- |
200 |
|
- |
| Clause 6.1.1(species of timber) |
- |
200 |
|
- |
| Clause 6.1.2(list of species) |
- |
200 |
|
- |
| Clause 6.1.3(moisture content) |
- |
500 |
|
- |
| Clause 6.2.1(Plywood) |
- |
300 |
|
- |
| Clause 6.2.2(Decorative plywood) |
- |
500 |
|
- |
| Clause 6.3(Cross-Bands) |
- |
300 |
|
- |
| Clause 6.4.1(Commercial Face
Veneers) |
- |
300 |
|
- |
| Clause 6.4.2(Decorative Face
Veneers) |
- |
200 |
|
- |
| Clause 6.6.1(Adhesives) |
- |
500 |
|
- |
| Clause 6.7(Particle Board) |
- |
500 |
|
- |
| Clause 6.8(Medium density
fibre board) |
- |
500 |
|
- |
| Clause 6.9(Alternative Materials) |
- |
200 |
|
- |
| Clause 7.1(Blockboard Core) |
- |
200 |
|
- |
| Clause 7.2(Particle Board or
Medium Density Fibre) |
- |
200 |
|
- |
| Clause 7.3(Stiles and Rails) |
- |
200 |
|
- |
| Clause 7.4(Levelling) |
- |
200 |
|
- |
| Clause 7.5(Face Panel) |
- |
200 |
|
- |
| Clause 7.6(Lipping) |
- |
200 |
|
- |
| Clause 7.7(Rebating) |
- |
200 |
|
- |
| Clause 7.8(Opening for Glazing) |
- |
200 |
|
- |
| Clause 7.9(Venetian) |
- |
200 |
|
- |
| Clause 8.1(Locks) |
- |
200 |
|
- |
| Clause 9(WORKMANSHIP AND
FINISH) |
- |
200 |
|
- |
| Clause 10.1(Classification of Tests) |
- |
200 |
|
- |
| Clause 11.1(Dimensions and
Squareness Test) |
- |
200 |
|
- |
| Clause 11.2(General Flatness Test) |
- |
200 |
|
- |
| Clause 11.3(Local Planeness Test) |
- |
200 |
|
- |
| Clause 11.4(Impact Indentation Test) |
- |
200 |
|
- |
| Clause 11.5(Flexure Test) |
- |
200 |
|
- |
| Clause 11.6(Edge Loading Test) |
- |
200 |
|
- |
| Clause 11.7(Shock Resistance Test) |
- |
200 |
|
- |
| Clause 11.8(Buckling Resistance Test) |
- |
200 |
|
- |
| Clause 11.9(Slamming Test) |
- |
200 |
|
- |
| Clause 11.10(Misuse Test) |
- |
200 |
|
- |
| Clause 11.11(Varying Humidity Test) |
- |
100 |
|
- |
| Clause 11.12(End Immersion Test) |
- |
100 |
|
- |
| Clause 11.13(Knife Test) |
- |
100 |
|
- |
| Clause 11.14(Glue Adhesion Test) |
- |
100 |
|
- |
| Clause 11.15(Screw Withdrawal
Resistance Test) |
- |
100 |
|
- |
| Clause 12(SAMPLING AND CRITERIA
FOR CONFORMITY) |
- |
100 |
|
- |
| Clause 13(ADDITIONAL REQUIREMENTS
FOR ECO MARK) |
- |
100 |
|
- |
| Clause 14(Marking) |
- |
100 |
|
- |
| 4(Grade, Type and Construction) |
- |
100 |
|
- |
| 5(Sizes and Thickness) |
- |
100 |
|
- |
| 6.1(Timber) |
- |
100 |
|
- |
| 6.2(Plywood for flush door shutter) |
- |
0 |
|
- |
| 6.3(Cross-Bands ) |
- |
0 |
|
- |
| 6.4.1(Commercial Face Veneers) |
- |
0 |
|
- |
| 6.4.2(Decorative face veneers) |
- |
0 |
|
- |
| 6.6(Adhesives) |
- |
0 |
|
- |
| 6.7(Particle Board) |
- |
0 |
|
- |
| 6.8(Medium Density Fibre) |
- |
0 |
|
- |
| 6.9(Alternative Materials) |
- |
0 |
|
- |
| 7(Construction) |
- |
0 |
|
- |
| 8.1(Locks) |
- |
0 |
|
- |
| 8.2(Other Fittings) |
- |
0 |
|
- |
| 9(Workmanship and Finish) |
- |
0 |
|
- |
| 10(Tests) |
- |
0 |
|
- |
| 11.1(Dimensions and Squareness Test) |
- |
0 |
|
- |
| 11.2(General Flatness Test) |
- |
0 |
|
- |
| 11.3(Local Planeness Test) |
- |
0 |
|
- |
| 11.4(Impact Indentation Test) |
- |
0 |
|
- |
| 11.5(Flexure Test) |
- |
0 |
|
- |
| 11.6(Edge Loading Test) |
- |
0 |
|
- |
| 11.7(Shock Resistance Test) |
- |
0 |
|
- |
| 11.8(Buckling Resistance Test) |
- |
0 |
|
- |
| 11.9(Slamming Test) |
- |
0 |
|
- |
| 11.1(Misuse Test) |
- |
0 |
|
- |
| 11.11(Varying Humidity Test) |
- |
0 |
|
- |
| 11.12(End Immersion Test) |
- |
0 |
|
- |
| 11.13(Knife Test) |
- |
0 |
|
- |
| 11.14(Glue Adhesion Test) |
- |
0 |
|
- |
| 11.15(Screw Withdrawal Resistance Test) |
- |
0 |
|
- |
| 14(Marking ) |
- |
0 |
|
- |
| Cl-13(ADDITIONAL REQUIREMENTS FOR ECO
MARK) |
- |
0 |
|
- |
|
23 May, 2028 |
- Included w.e.f. 04.09.2025 |
| 19 |
IS 15477 (2019) |
Adhesives for use with ceramic tiles and mosaics |
Type-1/2/3/4/5 |
18000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4(Classification) |
- |
1000 |
|
- |
| 5.1(Tensile Adhesion Strength ) |
- |
2000 |
|
- |
| 5.1(Tensile Adhesion Strength) |
- |
2000 |
|
- |
| 5.2(Shear Adhesion Strength ) |
- |
2000 |
|
- |
| 5.2(Shear Adhesion Strength) |
- |
2000 |
|
- |
| 5.2(Shear Adhesion Strength) |
- |
2000 |
|
- |
| 5.3(OpenTime) |
- |
2000 |
|
- |
| 5.4(Adjustment Time) |
- |
2000 |
|
- |
| 5.5(Slip (Required for Vertical Application Only)) |
- |
1000 |
|
- |
| 5.6(Deformability (Required for VerticalApplication Only)) |
- |
1000 |
|
- |
| 8.2(Marking) |
- |
1000 |
|
- |
| 4(Classification) |
- |
0 |
|
- |
| 5.1(Tensile Adhesion Strength ) |
- |
0 |
|
- |
| 5.1(Tensile Adhesion Strength) |
- |
0 |
|
- |
| 5.2(Shear Adhesion Strength ) |
- |
0 |
|
- |
| 5.2(Shear Adhesion Strength) |
- |
0 |
|
- |
| 5.2(Shear Adhesion Strength) |
- |
0 |
|
- |
| 5.3(OpenTime) |
- |
0 |
|
- |
| 5.4(Adjustment Time) |
- |
0 |
|
- |
| 5.5(Slip (Required for Vertical Application Only)) |
- |
0 |
|
- |
| 5.6(Deformability (Required for VerticalApplication Only)) |
- |
0 |
|
- |
| 8.2(Marking) |
- |
0 |
|
- |
|
23 May, 2028 |
- Included w.e.f 18.08.2025 |
| 20 |
IS 1117 (2018) |
Laboratory glassware - Single - Volume pipettes (Second Revision) |
Class A,AS&B/0.5 ml to 100 ml |
14000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.1.1&3(Marking) |
- |
200 |
|
- |
| 3(Class of Accuracy) |
- |
200 |
|
- |
| 4.1(Nominal capacities) |
- |
200 |
|
- |
| 4.2(Accuracy) |
- |
800 |
|
- |
| 5.1(Material) |
- |
800 |
|
- |
| 5.1(Material) |
- |
200 |
|
- |
| 5.1.1(Limit of Alkalinity) |
- |
200 |
|
- |
| 5.2(Pattern of Pipette) |
- |
200 |
|
- |
| 5.3(Workmanship & Finish) |
- |
200 |
|
- |
| 5.4(i) Distance of graduation line from top of pipette.) |
- |
200 |
|
- |
| 5.4(ii) Distance from graduation line to top of bulb(pattern 2)) |
- |
200 |
|
- |
| 5.4(iii)Distance from graduation line to tip of jet (Pattern 1)) |
- |
200 |
|
- |
| 5.4(iv) Wall thickness) |
- |
200 |
|
- |
| 5.4(a) pattern 2 pipette of 1 and 2ml ) |
- |
200 |
|
- |
| 5.4(b) Other pipettes) |
- |
200 |
|
- |
| 5.4(v) Dia. of safety bulb (if provided )) |
- |
200 |
|
- |
| 5.4(vi)Distance from top of pipette to bottom of safety bulb ) |
- |
200 |
|
- |
| 5.4(vii) Overall length, L) |
- |
200 |
|
- |
| 5.4(viii) Length of suction tube, L1 ) |
- |
200 |
|
- |
| 5.4(ix) Length of delivery tube, L2 ) |
- |
200 |
|
- |
| 5.4(x) Internal dia. of suction tube D1 ) |
- |
200 |
|
- |
| 5.4(xi) External dia. of bulb D2 ) |
- |
200 |
|
- |
| 5.4(xii) External dia. of delivery tube D3 ) |
- |
200 |
|
- |
| 5.5(Delivery Time) |
- |
200 |
|
- |
| 5.5(Delivery Time) |
- |
200 |
|
- |
| 5.6&7(Graduation line & Visibility ) |
- |
200 |
|
- |
| 6.1.2(Marking) |
- |
200 |
|
- |
| 6.1.1&3(Marking) |
- |
200 |
|
- |
| 3(Class of Accuracy) |
- |
200 |
|
- |
| 4.1(Nominal capacities) |
- |
200 |
|
- |
| 4.2(Accuracy) |
- |
200 |
|
- |
| 5.1(Material) |
- |
200 |
|
- |
| 5.1(Material) |
- |
200 |
|
- |
| 5.1.1(Limit of Alkalinity) |
- |
200 |
|
- |
| 5.2(Pattern of Pipette) |
- |
200 |
|
- |
| 5.3(Workmanship & Finish) |
- |
200 |
|
- |
| 5.4(i) Distance of graduation line from top of pipette.) |
- |
200 |
|
- |
| 5.4(ii) Distance from graduation line to top of bulb(pattern 2)) |
- |
200 |
|
- |
| 5.4(iii)Distance from graduation line to tip of jet (Pattern 1)) |
- |
200 |
|
- |
| 5.4(iv) Wall thickness) |
- |
200 |
|
- |
| 5.4(a) pattern 2 pipette of 1 and 2ml ) |
- |
200 |
|
- |
| 5.4(b) Other pipettes) |
- |
200 |
|
- |
| 5.4(v) Dia. of safety bulb (if provided )) |
- |
200 |
|
- |
| 5.4(vi)Distance from top of pipette to bottom of safety bulb ) |
- |
200 |
|
- |
| 5.4(vii) Overall length, L) |
- |
200 |
|
- |
| 5.4(viii) Length of suction tube, L1 ) |
- |
200 |
|
- |
| 5.4(ix) Length of delivery tube, L2 ) |
- |
200 |
|
- |
| 5.4(x) Internal dia. of suction tube D1 ) |
- |
200 |
|
- |
| 5.4(xi) External dia. of bulb D2 ) |
- |
200 |
|
- |
| 5.4(xii) External dia. of delivery tube D3 ) |
- |
200 |
|
- |
| 5.5(Delivery Time) |
- |
200 |
|
- |
| 5.5(Delivery Time) |
- |
200 |
|
- |
| 5.6&7(Graduation line & Visibility ) |
- |
200 |
|
- |
| 6.1.2(Marking) |
- |
200 |
|
- |
| 6.1.1&3(Marking) |
- |
200 |
|
- |
| 3(Class of Accuracy) |
- |
200 |
|
- |
| 4.1(Nominal capacities) |
- |
200 |
|
- |
| 4.2(Accuracy) |
- |
200 |
|
- |
| 5.1(Material) |
- |
200 |
|
- |
| 5.1(Material) |
- |
200 |
|
- |
| 5.1.1(Limit of Alkalinity) |
- |
200 |
|
- |
| 5.2(Pattern of Pipette) |
- |
200 |
|
- |
| 5.3(Workmanship & Finish) |
- |
200 |
|
- |
| 5.4(i) Distance of graduation line from top of pipette.) |
- |
200 |
|
- |
| 5.4(ii) Distance from graduation line to top of bulb(pattern 2)) |
- |
200 |
|
- |
| 5.4(iii)Distance from graduation line to tip of jet (Pattern 1)) |
- |
200 |
|
- |
| 5.4(iv) Wall thickness) |
- |
200 |
|
- |
| 5.4(a) pattern 2 pipette of 1 and 2ml ) |
- |
200 |
|
- |
| 5.4(b) Other pipettes) |
- |
200 |
|
- |
| 5.4(v) Dia. of safety bulb (if provided )) |
- |
200 |
|
- |
| 5.4(vi)Distance from top of pipette to bottom of safety bulb ) |
- |
200 |
|
- |
| 5.4(vii) Overall length, L) |
- |
200 |
|
- |
| 5.4(viii) Length of suction tube, L1 ) |
- |
200 |
|
- |
| 5.4(ix) Length of delivery tube, L2 ) |
- |
200 |
|
- |
| 5.4(x) Internal dia. of suction tube D1 ) |
- |
0 |
|
- |
| 5.4(xi) External dia. of bulb D2 ) |
- |
0 |
|
- |
| 5.4(xii) External dia. of delivery tube D3 ) |
- |
0 |
|
- |
| 5.5(Delivery Time) |
- |
0 |
|
- |
| 5.5(Delivery Time) |
- |
0 |
|
- |
| 5.6&7(Graduation line & Visibility ) |
- |
0 |
|
- |
| 6.1.2(Marking) |
- |
0 |
|
- |
| 4.1(unit of volume) |
- |
0 |
|
- |
| 4.2(delivery volume) |
- |
0 |
|
- |
| 4.3(reference temperature) |
- |
0 |
|
- |
| 5.1(Types and Classes of accuracy) |
- |
0 |
|
- |
| 5.2(Types of single- volume pipette) |
- |
0 |
|
- |
| Clause- 6.0(Maximum Permissible error) |
- |
0 |
|
- |
| 7.1(Material) |
- |
0 |
|
- |
| 7.2(Shape) |
- |
0 |
|
- |
| 7.3(Bulb) |
- |
0 |
|
- |
| 7.4(Dimensions) |
- |
0 |
|
- |
| 7.5(Top of Pipette) |
- |
0 |
|
- |
| 7.6(Delivery Jet) |
- |
0 |
|
- |
| 7.7(Delivery Time) |
- |
0 |
|
- |
| 7.8(Waiting Time) |
- |
0 |
|
- |
| Clause- 8.0(Graduation Line) |
- |
0 |
|
- |
| Clause- 9.0(Setting of the Meniscus) |
- |
0 |
|
- |
| Clause-10.0(Marking) |
- |
0 |
|
- |
| 6.1.1&3(Marking) |
- |
0 |
|
- |
| 3(Class of Accuracy) |
- |
0 |
|
- |
| 4.1(Nominal capacities) |
- |
0 |
|
- |
| 4.2(Accuracy) |
- |
0 |
|
- |
| 5.1(Material) |
- |
0 |
|
- |
| 5.1(Material) |
- |
0 |
|
- |
| 5.1.1(Limit of Alkalinity) |
- |
0 |
|
- |
| 5.2(Pattern of Pipette) |
- |
0 |
|
- |
| 5.3(Workmanship & Finish) |
- |
0 |
|
- |
| 5.4(i) Distance of graduation line from top of pipette.) |
- |
0 |
|
- |
| 5.4(ii) Distance from graduation line to top of bulb(pattern 2)) |
- |
0 |
|
- |
| 5.4(iii)Distance from graduation line to tip of jet (Pattern 1)) |
- |
0 |
|
- |
| 5.4(iv) Wall thickness) |
- |
0 |
|
- |
| 5.4(a) pattern 2 pipette of 1 and 2ml ) |
- |
0 |
|
- |
| 5.4(b) Other pipettes) |
- |
0 |
|
- |
| 5.4(v) Dia. of safety bulb (if provided )) |
- |
0 |
|
- |
| 5.4(vi)Distance from top of pipette to bottom of safety bulb ) |
- |
0 |
|
- |
| 5.4(vii) Overall length, L) |
- |
0 |
|
- |
| 5.4(viii) Length of suction tube, L1 ) |
- |
0 |
|
- |
| 5.4(ix) Length of delivery tube, L2 ) |
- |
0 |
|
- |
| 5.4(x) Internal dia. of suction tube D1 ) |
- |
0 |
|
- |
| 5.4(xi) External dia. of bulb D2 ) |
- |
0 |
|
- |
| 5.4(xii) External dia. of delivery tube D3 ) |
- |
0 |
|
- |
| 5.5(Delivery Time) |
- |
0 |
|
- |
| 5.5(Delivery Time) |
- |
0 |
|
- |
| 5.6&7(Graduation line & Visibility ) |
- |
0 |
|
- |
| 6.1.2(Marking) |
- |
0 |
|
- |
| 6.1.1&3(Marking) |
- |
0 |
|
- |
| 3(Class of Accuracy) |
- |
0 |
|
- |
| 4.1(Nominal capacities) |
- |
0 |
|
- |
| 4.2(Accuracy) |
- |
0 |
|
- |
| 5.1(Material) |
- |
0 |
|
- |
| 5.1(Material) |
- |
0 |
|
- |
| 5.1.1(Limit of Alkalinity) |
- |
0 |
|
- |
| 5.2(Pattern of Pipette) |
- |
0 |
|
- |
| 5.3(Workmanship & Finish) |
- |
0 |
|
- |
| 5.4(i) Distance of graduation line from top of pipette.) |
- |
0 |
|
- |
| 5.4(ii) Distance from graduation line to top of bulb(pattern 2)) |
- |
0 |
|
- |
| 5.4(iii)Distance from graduation line to tip of jet (Pattern 1)) |
- |
0 |
|
- |
| 5.4(iv) Wall thickness) |
- |
0 |
|
- |
| 5.4(a) pattern 2 pipette of 1 and 2ml ) |
- |
0 |
|
- |
| 5.4(b) Other pipettes) |
- |
0 |
|
- |
| 5.4(v) Dia. of safety bulb (if provided )) |
- |
0 |
|
- |
| 5.4(vi)Distance from top of pipette to bottom of safety bulb ) |
- |
0 |
|
- |
| 5.4(vii) Overall length, L) |
- |
0 |
|
- |
| 5.4(viii) Length of suction tube, L1 ) |
- |
0 |
|
- |
| 5.4(ix) Length of delivery tube, L2 ) |
- |
0 |
|
- |
| 5.4(x) Internal dia. of suction tube D1 ) |
- |
0 |
|
- |
| 5.4(xi) External dia. of bulb D2 ) |
- |
0 |
|
- |
| 5.4(xii) External dia. of delivery tube D3 ) |
- |
0 |
|
- |
| 5.5(Delivery Time) |
- |
0 |
|
- |
| 5.5(Delivery Time) |
- |
0 |
|
- |
| 5.6&7(Graduation line & Visibility ) |
- |
0 |
|
- |
| 6.1.2(Marking) |
- |
0 |
|
- |
| 6.1.1&3(Marking) |
- |
0 |
|
- |
| 3(Class of Accuracy) |
- |
0 |
|
- |
| 4.1(Nominal capacities) |
- |
0 |
|
- |
| 4.2(Accuracy) |
- |
0 |
|
- |
| 5.1(Material) |
- |
0 |
|
- |
| 5.1(Material) |
- |
0 |
|
- |
| 5.1.1(Limit of Alkalinity) |
- |
0 |
|
- |
| 5.2(Pattern of Pipette) |
- |
0 |
|
- |
| 5.3(Workmanship & Finish) |
- |
0 |
|
- |
| 5.4(i) Distance of graduation line from top of pipette.) |
- |
0 |
|
- |
| 5.4(ii) Distance from graduation line to top of bulb(pattern 2)) |
- |
0 |
|
- |
| 5.4(iii)Distance from graduation line to tip of jet (Pattern 1)) |
- |
0 |
|
- |
| 5.4(iv) Wall thickness) |
- |
0 |
|
- |
| 5.4(a) pattern 2 pipette of 1 and 2ml ) |
- |
0 |
|
- |
| 5.4(b) Other pipettes) |
- |
0 |
|
- |
| 5.4(v) Dia. of safety bulb (if provided )) |
- |
0 |
|
- |
| 5.4(vi)Distance from top of pipette to bottom of safety bulb ) |
- |
0 |
|
- |
| 5.4(vii) Overall length, L) |
- |
0 |
|
- |
| 5.4(viii) Length of suction tube, L1 ) |
- |
0 |
|
- |
| 5.4(ix) Length of delivery tube, L2 ) |
- |
0 |
|
- |
| 5.4(x) Internal dia. of suction tube D1 ) |
- |
0 |
|
- |
| 5.4(xi) External dia. of bulb D2 ) |
- |
0 |
|
- |
| 5.4(xii) External dia. of delivery tube D3 ) |
- |
0 |
|
- |
| 5.5(Delivery Time) |
- |
0 |
|
- |
| 5.5(Delivery Time) |
- |
0 |
|
- |
| 5.6&7(Graduation line & Visibility ) |
- |
0 |
|
- |
| 6.1.2(Marking) |
- |
0 |
|
- |
| 4.1(unit of volume) |
- |
0 |
|
- |
| 4.2(delivery volume) |
- |
0 |
|
- |
| 4.3(reference temperature) |
- |
0 |
|
- |
| 5.1(Types and Classes of accuracy) |
- |
0 |
|
- |
| 5.2(Types of single- volume pipette) |
- |
0 |
|
- |
| Clause- 6.0(Maximum Permissible error) |
- |
0 |
|
- |
| 7.1(Material) |
- |
0 |
|
- |
| 7.2(Shape) |
- |
0 |
|
- |
| 7.3(Bulb) |
- |
0 |
|
- |
| 7.4(Dimensions) |
- |
0 |
|
- |
| 7.5(Top of Pipette) |
- |
0 |
|
- |
| 7.6(Delivery Jet) |
- |
0 |
|
- |
| 7.7(Delivery Time) |
- |
0 |
|
- |
| 7.8(Waiting Time) |
- |
0 |
|
- |
| Clause- 8.0(Graduation Line) |
- |
0 |
|
- |
| Clause- 9.0(Setting of the Meniscus) |
- |
0 |
|
- |
| Clause-10.0(Marking) |
- |
0 |
|
- |
| Cl-7.4, Table-2 (i)(Overall length) |
- |
0 |
|
- |
| Cl-7.4, Table-2 (ii)(Internal diameter at the graduation line) |
- |
0 |
|
- |
| Cl-7.4, Table-2 (iii)(Length of suction tube⎯ valid only for bulb pattern pipettes) |
- |
0 |
|
- |
| Cl-7.4, Table-2 (iv)(Length of delivery tube ⎯ valid only for bulb pattern pipettes) |
- |
0 |
|
- |
| Cl-7.4, Table-2 (v)(External diameter of delivery tube
⎯ valid only for bulb pattern pipettes) |
- |
0 |
|
- |
| Cl-7.4, Table-2 (vi)(External diameter of bulb ⎯ valid only for bulb pattern pipettes) |
- |
0 |
|
- |
| Cl-7.4, Table-2 (vii)(External diameter of tube
⎯ valid only for straight pattern pipettes) |
- |
0 |
|
- |
| Cl-7.4, Table-3 (i)(Distance of graduation line from top of pipette (one-mark pipettes)) |
- |
0 |
|
- |
| Cl-7.4, Table-3 (ii)(Distance from graduation line to tip of jet (one-mark pipettes)
⎯ valid only for straight pattern pipettes) |
- |
0 |
|
- |
| Cl-7.4, Table-3 (iii)(Distance from graduation line to tip of jet (one-mark pipettes)
⎯ valid only for straight pattern pipettes) |
- |
0 |
|
- |
| Cl-7.4, Table-3 (iv)(Wall thickness (one-mark pipettes)
⎯ bulb pattern pipettes) |
- |
0 |
|
- |
| Cl-7.4, Table-3 (v)(Wall thickness (one-mark pipettes)
⎯ straight pattern pipettes) |
- |
0 |
|
- |
| Cl-7.4, Table-4 (i)(Distance of upper graduation line from top of pipette (two-mark pipettes)) |
- |
0 |
|
- |
| Cl-7.4, Table-4 (ii)(Distance of upper graduation line from top of pipette (two-mark pipettes)) |
- |
0 |
|
- |
| Cl-7.4, Table-4 (iii)(Distance from upper graduation line to tip of jet (two-mark pipettes)
⎯ valid only for straight pattern pipettes) |
- |
0 |
|
- |
| Cl-7.4, Table-4 (iv)(Distance from lower graduation line to bottom of bulb (two-mark pipettes)) |
- |
0 |
|
- |
| Cl-7.4, Table-4 (v)(Distance from lower graduation line to tip of jet (two-mark pipettes)) |
- |
0 |
|
- |
| Cl-7.4, Table-4 (vi)(Wall thickness (two-mark pipettes)
⎯ bulb pattern pipettes) |
- |
0 |
|
- |
| Cl-7.4, Table-4 (vii)(Wall thickness (two-mark pipettes)
⎯ straight pattern pipettes) |
- |
0 |
|
- |
| Cl-11(Visibility of graduation lines, figures and inscriptions) |
- |
0 |
|
- |
| Cl-12(Colour coding) |
- |
0 |
|
- |
| Cl-12(Colour coding) |
- |
0 |
|
- |
|
23 May, 2028 |
- Included w.e.f.16.07.2025 |
| 21 |
IS 878 (2008) |
Laboratory glassware - Graduated measuring cylinders (Second Revision) |
Class A&B/Type-1a,1b&2/5ml to 2000ml |
11000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Table-1(Nominal capacity) |
- |
500 |
|
- |
| Table-1(Overall height) |
- |
500 |
|
- |
| Table-1(Distance from top of scale to top of cylinder) |
- |
500 |
|
- |
| Table-1(Internal height to highest graduation line) |
- |
500 |
|
- |
| Table-1(Sub-divisions) |
- |
500 |
|
- |
| Table-1(capacity at lowest graduation line) |
- |
500 |
|
- |
| Cl-9.1(Wall thickness) |
- |
500 |
|
- |
| Cl-9.2(Stability) |
- |
500 |
|
- |
| Cl-9.3(Base) |
- |
500 |
|
- |
| Cl-9.4(Rim and spout) |
- |
500 |
|
- |
| Cl-9.5(Neck and stopper) |
- |
500 |
|
- |
| Cl-9.6, Table-2(Nominal capacity) |
- |
500 |
|
- |
| Cl-9.6, Table-2(Overall height) |
- |
500 |
|
- |
| Cl-9.6, Table-2(Distance from top of scale to top of cylinder) |
- |
500 |
|
- |
| Cl-9.6, Table-2(Internal height to highest graduation line) |
- |
500 |
|
- |
| Cl-9.6, Table-2(Sub divisions) |
- |
500 |
|
- |
| Cl-9.6, Table-2(capacity at lowest graduation line) |
- |
500 |
|
- |
| Cl-10.1(Graduation) |
- |
500 |
|
- |
| Cl-10.2(Figuring) |
- |
500 |
|
- |
| Cl-11(Accuracy testing) |
- |
1000 |
|
- |
| Cl-13(Visibility of graduation lines, figures and marking) |
- |
500 |
|
- |
| Clause. 8.0(Material) |
- |
1000 |
|
- |
| Table- 1(Max. Permissible Error (Class- a)) |
- |
500 |
|
- |
| Table- 1(Max. Permissible Error (Class- b)) |
- |
500 |
|
- |
| Table- 2(Max. Permissible Error (Type-2)) |
- |
500 |
|
- |
|
23 May, 2028 |
- Included w.e.f 12.09.2025 |
| 22 |
IS 915 (2012) |
Laboratory glassware - One - Mark volumetric flasks (Third Revision) |
Class-A & B/1 ml to 1000 ml |
13500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 8.1(Material) |
- |
500 |
|
- |
| Table 1(Nominal Capacity) |
- |
500 |
|
- |
| Table 1(Internal Neck Diameter) |
- |
500 |
|
- |
| Table 1(Distance of graduation line) |
- |
500 |
|
- |
| Table 1(Overall Height) |
- |
500 |
|
- |
| Table 1(Bulb Diameter) |
- |
500 |
|
- |
| Table 1(Base Diameter) |
- |
500 |
|
- |
| Table 1(Wall Thickness) |
- |
500 |
|
- |
| Table 1(Ground joint k4) |
- |
500 |
|
- |
| Table 1(Ground joint k6) |
- |
500 |
|
- |
| 8.3(Shape) |
- |
500 |
|
- |
| 8.4(Neck) |
- |
500 |
|
- |
| 8.5(Stopper) |
- |
500 |
|
- |
| 8.6(Dimensions) |
- |
500 |
|
- |
| 9.0(Graduation Line) |
- |
500 |
|
- |
| Table-2(Nominal capacity) |
- |
500 |
|
- |
| Table-2(Internal neck diameter) |
- |
500 |
|
- |
| Table-2(Distance of graduation line 1)) |
- |
500 |
|
- |
| Table-2(Overall height 2)) |
- |
500 |
|
- |
| Table-2(Bulb diameter) |
- |
500 |
|
- |
| Table-2(Base diameter) |
- |
500 |
|
- |
| Table-2(Wall thickness) |
- |
500 |
|
- |
| Table-2(Ground joint 3) k4) |
- |
500 |
|
- |
| Table-2(Ground joint 3) k6) |
- |
500 |
|
- |
| 12.1(Visibility of graduation line, figures and marking) |
- |
500 |
|
- |
| 12.2(Visibility of graduation line, figures and marking) |
- |
500 |
|
- |
| Clause. 7.0(Accuracy) |
- |
500 |
|
- |
|
23 May, 2028 |
- Included w.e.f 12.09.2025 |
| 23 |
IS 2619 (2018) |
Glass beakers - Specification (Third Revision) |
All Type/All Size |
13200 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 %;) |
- |
500 |
|
- |
| Cl.5 Capacity
(b) Distance between the levels corresponding to the nominal and overflow capacities shall be at least
10 mm.) |
- |
500 |
|
- |
| 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.) |
- |
500 |
|
- |
| 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.) |
- |
500 |
|
- |
| 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.) |
- |
500 |
|
- |
| 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.) |
- |
500 |
|
- |
| 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.) |
- |
500 |
|
- |
| 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) |
- |
500 |
|
- |
| 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.) |
- |
500 |
|
- |
| 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.) |
- |
500 |
|
- |
| Cl.8.4 Scale(Beakers may be provided with a scale, which should approximately indicate the volume contained
in the beaker.) |
- |
500 |
|
- |
| Cl.8.5 Thermal shock resistance(Beakers shall have a thermal shock resistance of 160 °C when tested in accordance with ISO 718.) |
- |
500 |
|
- |
| Cl.5 Capacity
(a)overflow of capacity of a beaker shall exceed the nominal capacity by at least 5 %;) |
- |
300 |
|
- |
| Cl.5 Capacity
(b) Distance between the levels corresponding to the nominal and overflow capacities shall be at least
10 mm.) |
- |
300 |
|
- |
| 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.) |
- |
300 |
|
- |
| 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.) |
- |
300 |
|
- |
| 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.) |
- |
300 |
|
- |
| 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.) |
- |
300 |
|
- |
| 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.) |
- |
300 |
|
- |
| 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) |
- |
300 |
|
- |
| 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.) |
- |
300 |
|
- |
| 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.) |
- |
300 |
|
- |
| Cl.8.4 Scale(Beakers may be provided with a scale, which should approximately indicate the volume contained
in the beaker.) |
- |
300 |
|
- |
| Cl.8.5 Thermal shock resistance(Beakers shall have a thermal shock resistance of 160 °C when tested in accordance with ISO 718.) |
- |
300 |
|
- |
| Cl.5 Capacity
(a)overflow of capacity of a beaker shall exceed the nominal capacity by at least 5 %;) |
- |
300 |
|
- |
| Cl.5 Capacity
(b) Distance between the levels corresponding to the nominal and overflow capacities shall be at least
10 mm.) |
- |
300 |
|
- |
| 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.) |
- |
300 |
|
- |
| 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.) |
- |
300 |
|
- |
| 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.) |
- |
300 |
|
- |
| 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.) |
- |
300 |
|
- |
| 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.) |
- |
300 |
|
- |
| 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) |
- |
300 |
|
- |
| 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.) |
- |
300 |
|
- |
| 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.) |
- |
300 |
|
- |
| Cl.8.4 Scale(Beakers may be provided with a scale, which should approximately indicate the volume contained
in the beaker.) |
- |
300 |
|
- |
| Cl.8.5 Thermal shock resistance(Beakers shall have a thermal shock resistance of 160 °C when tested in accordance with ISO 718.) |
- |
300 |
|
- |
|
23 May, 2028 |
- Included w.e.f 12.09.2025 |
| 24 |
IS 1381 : Part 1 (2003) |
Laboratory glassware - Narrow - Necked boiling flasks (Second Revision) |
CF,RB,FB/25ml-10000ml |
11000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3, 4(Type of Flask) |
- |
1000 |
|
- |
| 3.1, 4.1(Series of Nominal Capacity) |
- |
1000 |
|
- |
| 3.2, 4.2(Nominal Capacity
) |
- |
1000 |
|
- |
| 3.3, 4.3(Material
) |
- |
1000 |
|
- |
| 3.4, 3.4.1 & 4.4, 4.4.1(Construction- a) Stability
) |
- |
1000 |
|
- |
| 3.4, 3.4.2 & 4.4, 4.4.2(Construction- b) Neck
) |
- |
1000 |
|
- |
| 3.5, 4.5(Dimensions (in mm) (Table 1&2)) |
- |
1000 |
|
- |
| 3.5.2(Neck Length) |
- |
1000 |
|
- |
| 3.5.3, 4.5.2(Dimensions of base ) |
- |
1000 |
|
- |
| 3.5.4, 4.5.3(Wall thickness) |
- |
1000 |
|
- |
| 5(Marking ) |
- |
1000 |
|
- |
|
23 May, 2028 |
- Included w.e.f. 14.08.2025 |
| 25 |
IS 848 (2006) |
Synthetic resin adhesives for plywood (Phenolic And Aminoplastic) - Specification (Second Revision) |
MR,BWR,BWP |
7000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4 Table (i)(BWP (BOiling WaterProof)) |
- |
1500 |
|
- |
| 4 Table (i)(BWR (Boiling Water Resistant)) |
- |
1500 |
|
- |
| 4 Table (i)(MR (Moisture Ressistant)) |
- |
1000 |
|
- |
| 5,7.4(Keeping Quality (Resistance to heat Polymerization)) |
- |
1000 |
|
- |
| 7.4(Acidity and Alkalinity ( pH)) |
- |
2000 |
|
- |
|
23 May, 2028 |
- Included w.e.f 24.06.2025 |
| 26 |
IS 12592 (2002) |
Precast concrete manhole cover and frame - Specification (First Revision) |
LD-2.5,MD-10,HD-20,EHD-35/Rect., Circular, Square/All Size |
11000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3(Grade) |
- |
500 |
|
- |
| 3(Type/Shape of Cover) |
- |
500 |
|
- |
| 4.4(Reinforcement) |
- |
0 |
|
- |
| 4.4(Reinforcement) |
- |
0 |
|
- |
| 4.5(Steel Fibres - Diameter / equivalent diameterofsteel tibres) |
- |
0 |
|
- |
| 4.5(Steel Fibres - The aspect ratio of the tibres) |
- |
0 |
|
- |
| 5.2 and Table 1(Dimensions of Frame - A) |
- |
500 |
|
- |
| 5.2 and Table 1(Dimensions of Frame - B) |
- |
500 |
|
- |
| 5.2 and Table 1(Dimensions of Frame - C) |
- |
500 |
|
- |
| 5.2 and Table 1(Dimensions of Frame - D) |
- |
500 |
|
- |
| 5.2 and Table 1(Dimensions of Frame - E) |
- |
500 |
|
- |
| 5.2 and Table 1(Dimensions of Frame - F) |
- |
500 |
|
- |
| 5.2(Dimensions of cover- Diameter) |
- |
500 |
|
- |
| 5.2(Clearance at top between the frame and the cover all round the periphery) |
- |
500 |
|
- |
| 5.2(Top surface ofthe frame and cover is in level) |
- |
100 |
|
- |
| 5.2(Suitable taper matching with taper given for the frame shall be provided to the periphery of the cover) |
- |
100 |
|
- |
| 5.2 and Fig 1(Clear cover to reinforcement) |
- |
100 |
|
- |
| 5.2 and Fig 1(Distance of housing from the edge) |
- |
100 |
|
- |
| 7.4.1(Edge Protection and Finishing - Frame) |
- |
100 |
|
- |
| 7.4.1(Edge Protection and Finishing - Frame) |
- |
100 |
|
- |
| 7.4.1(Edge Protection and Finishing - Frame) |
- |
100 |
|
- |
| 7.4.1(Edge Protection and Finishing - Frame) |
- |
100 |
|
- |
| 7.4.2(Edge Protection and Finishing - Cover) |
- |
100 |
|
- |
| 7.4.2(Edge Protection and Finishing - Cover) |
- |
100 |
|
- |
| 7.4.2(Edge Protection and Finishing - Cover) |
- |
100 |
|
- |
| 7.4.2(Edge Protection and Finishing - Cover) |
- |
100 |
|
- |
| 8(LIFTING HOOKS) |
- |
100 |
|
- |
| 8(LIFTING HOOKS) |
- |
100 |
|
- |
| 9.1(General) |
- |
100 |
|
- |
| 9.3 and Table and
Annex C(Load Test) |
- |
800 |
|
- |
| Clause No. 5.2, Figure 1(Typical Illustration of circular precast concrete manhole cover) |
- |
200 |
|
- |
| Clause No. 9.3 Annex C(Adhesion between concrete and reinforcing steel) |
- |
0 |
|
- |
| Clause No. 9.3 Annex C(Cracks at bottom side of the cover ) |
- |
200 |
|
- |
| Clause No. 9.3 Annex C(Permanent set of cover) |
- |
300 |
|
- |
| Clause No. 9.3, 12.3 & C-1.1, Table No. 2(2/3rd of Test Load) |
- |
500 |
|
- |
| Clause No. 9.3, 12.3 & C-1.1, Table No. 2(Test Load) |
- |
200 |
|
- |
| Clause No. 8(Lifting Device) |
- |
200 |
|
- |
| Clause No. 8(Lifting Hooks (Diameter of MS rod)) |
- |
200 |
|
- |
| Clause No. 7.4.4(Compatitbilty of Seating of cover and frame) |
- |
200 |
|
- |
| Clause No. 7.4.2(Edge protection and finishing of cover (Thikness of MS sheet)) |
- |
200 |
|
- |
| Clause No. 7.4.2(Edge protection and finishing of cover (Cover finish of top surface)) |
- |
300 |
|
- |
| Clause No. 7.4.1(Edge protection and finishing of frame (Steel connectors)) |
- |
300 |
|
- |
| Clause No. 7.4.1(Edge protection and finishing of frame (Size of mild steel flat)) |
- |
300 |
|
- |
| Clause No. 6(Design) |
- |
100 |
|
- |
|
23 May, 2028 |
- Included w.e.f.27.06.2025 |
| 27 |
IS 1328 (1996) |
Veneered Decorative Plywood -Specification |
BWR,MR/Type-1,2/All Size |
8400 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1(Grade - For BWR) |
- |
200 |
|
- |
| 4.1(Grade - For MR) |
- |
200 |
|
- |
| 4.2(Type - For Type 1) |
- |
400 |
|
- |
| 4.2(Type - For Type 2) |
- |
400 |
|
- |
| 7.1.1(Requirements - Open splits, checks or open joints - For Type 1 - Cl. 7.1.1) |
- |
400 |
|
- |
| 7.2.1(Requirements - Open splits, checks or open joints - For Type 2 - Cl. 7.2.1) |
- |
400 |
|
- |
| 7.1.2(Requirements - Other defects - For Type 1 - Cl. 7.1.2) |
- |
400 |
|
- |
| 7.2.2(Requirements - Other defects - For Type 2 - Cl. 7.2.2.) |
- |
400 |
|
- |
| 7.1.3(Requirements - Other Charcteristics and Manufacturing Defects - For Type 1 - Cl. 7.1.3) |
- |
400 |
|
- |
| 7.2.3(Requirements - Other Charcteristics and Manufacturing Defects - For Type 2 - Cl. 7.2.3) |
- |
400 |
|
- |
| 8(Dimensions & Tolerances - Length - Cl. 8) |
- |
400 |
|
- |
| 8(Dimensions & Tolerances - Width - Cl. 8) |
- |
400 |
|
- |
| 8(Dimensions & Tolerances - Thickness - Cl. 8) |
- |
400 |
|
- |
| 8(Dimensions & Tolerances - Edge Straightness - Annexure C) |
- |
400 |
|
- |
| 8(Dimensions & Tolerances - Squareness - Annexure C) |
- |
400 |
|
- |
| 9(Finish - Cl. 9.1, 8.3) |
- |
400 |
|
- |
| 9(Finish - Cl. 9.2, 8.3) |
- |
400 |
|
- |
| 11(Tests - Moisture Content - Part 1 of IS 1734) |
- |
400 |
|
- |
| 11(Tests - Water Resistance Test - Cl. 11.1.2.1 [for MR Grade]) |
- |
400 |
|
- |
| 11(Tests - Water Resistance Test - Cl. 11.1.2.2 [for BWR Grade]) |
- |
400 |
|
- |
| 6.1(Decorative Veneers (Thickness)) |
- |
400 |
|
- |
|
23 May, 2028 |
- Included w.e.f 24.06.2025 |
| 28 |
IS 5509 (2021) |
Fire Retardant Plywood - Specification ( Third Revision ) |
All Type/All Size |
9500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 8.3 (Table 1)(b) 6 mm and above) |
- |
300 |
|
- |
| 4.1(Flame retardant chemicals) |
- |
500 |
|
- |
| 4.2(Flame retardant and preservative treatment) |
- |
500 |
|
- |
| 4.3(Treatment) |
- |
200 |
|
- |
| 5(PREPARATION FOR TREATMENT) |
- |
200 |
|
- |
| 6.1.1(Treatment of Plywood by Pressure Impregnation after Manufacture) |
- |
200 |
|
- |
| 6.1.2(Soaking Treatment) |
- |
200 |
|
- |
| 6.2(Choice of Treatment) |
- |
200 |
|
- |
| 7(CONDITIONING AFTER TREATMENT) |
- |
200 |
|
- |
| 8.1(Dimensions) |
- |
300 |
|
- |
| 8.2(Thickness) |
- |
200 |
|
- |
| 8.3, Taable-1 (i)(Tolerance- Length) |
- |
200 |
|
- |
| 9(WORKMANSHIP AND FINISH) |
- |
200 |
|
- |
| 10(SAMPLING AND CRITERIA FOR CONFORMITY) |
- |
0 |
|
- |
| 11 (a)(For flammability) |
- |
400 |
|
- |
| 11 (b)(For flame penetration) |
- |
400 |
|
- |
| 11 (c)(For rate of burning) |
- |
400 |
|
- |
| 12.1 Table - 2 (i)(Moisture content, percent, Max) |
- |
300 |
|
- |
| 12.1 Table - 2 (ii)(Flammability (see Note 1), minutes, Min) |
- |
200 |
|
- |
| 12.1 Table - 2 (iii)(Flame penetration (see Note 2), minutes, Min) |
- |
200 |
|
- |
| 12.1 Table - 2 (iv)(Rate of burning (see Note 3), minutes, Min) |
- |
200 |
|
- |
| 12.2(Other Tests) |
- |
4000 |
|
- |
| 14(Marking) |
- |
0 |
|
- |
| Cl-13(ADDITIONAL REQUIREMENTS FOR
ECO-MARK) |
- |
0 |
|
- |
|
23 May, 2028 |
- Included w.e.f 24.06.2025 |
| 29 |
IS 4990 (2024) |
PLYWOOD FOR CONCRETE SHUTTERING WORKS SPECIFICATION (Fourth Revision) |
CS,CSC,CSFF/E1,E2/All Size |
14500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-5.1(Timber) |
- |
0 |
|
- |
| Cl-5.2(Adhesives for Bonding of Veneers) |
- |
200 |
|
- |
| Cl-6.1(Manufacture) |
- |
0 |
|
- |
| Cl-6.2(Manufacture ( Thickness of veneers)) |
- |
200 |
|
- |
| Cl-6.3(Manufacture ( Physical and mechanical properties of veneers)) |
- |
300 |
|
- |
| Cl-6.4, 6.7(Manufacture (Plywood for concrete shuttering)) |
- |
300 |
|
- |
| Cl-6.5(Manufacture (Scarf joints)) |
- |
300 |
|
- |
| Cl-6.6(Manufacture ( Preservative treatment)) |
- |
300 |
|
- |
| Cl-7.1(Dimensions -length) |
- |
300 |
|
- |
| Cl-7.2(Thickness) |
- |
300 |
|
- |
| Cl-7.3(Squareness) |
- |
300 |
|
- |
| Cl-8.1, 8.2(Workmanship and finish) |
- |
300 |
|
- |
| Cl-10.3(Moisture Content) |
- |
600 |
|
- |
| Cl-10.4.1(Glue Adhesion in Dry State - Glue Shear Strength-WOOD FAILURE, Average) |
- |
600 |
|
- |
| Cl-10.4.2(Glue Adhesion in Dry State - Adhesion of Plies) |
- |
600 |
|
- |
| Cl-10.5, 10.5.1(Resistance to water test- glue shear strength- WOOD Failure, Average) |
- |
600 |
|
- |
| Cl-10.5.1.1(Water Resistance Test-Glue shear strength) |
- |
600 |
|
- |
| Cl-10.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
600 |
|
- |
| Cl-10.5.2(Water Resistance Test (Alternate method)) |
- |
600 |
|
- |
| Cl-10.6(Water resistance test (Concrete shuttering Plywood)) |
- |
600 |
|
- |
| Cl-10.7.1, Table-2(Mycological Test- Glue shear strengt) |
- |
600 |
|
- |
| Cl-10.7.2(Mycological Test- Adhesion of plies) |
- |
600 |
|
- |
| Cl-10.8(Tensile Strength) |
- |
600 |
|
- |
| Cl-10.9, Table-3 (i)(Along (parallel to the grain direction of the face veneer)) |
- |
600 |
|
- |
| Cl-10.9, Table-3 (ii)(Across (perpendicular to the grain direction of the face veneer)) |
- |
600 |
|
- |
| Cl-10.10, Table-4 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
600 |
|
- |
| Cl-10.10, Table-4 (i) b((Modulus of Rupture: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
600 |
|
- |
| Cl-10.11(Retention of Preservative) |
- |
1000 |
|
- |
| Cl-10.12(Formaldehyde Content Test) |
- |
800 |
|
- |
| Cl-10.13(Steady-State Formaldehyde Emission Test) |
- |
800 |
|
- |
| 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) |
- |
0 |
|
- |
| Cl-7.2(Thickness) |
- |
0 |
|
- |
| Cl-7.3(Squareness) |
- |
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-WOOD FAILURE, Average) |
- |
0 |
|
- |
| Cl-10.4.2(Glue Adhesion in Dry State - Adhesion of Plies) |
- |
0 |
|
- |
| Cl-10.5, 10.5.1(Resistance to water test- glue shear strength- WOOD Failure, Average) |
- |
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 (i)(Along (parallel to the grain direction of the face veneer)) |
- |
0 |
|
- |
| Cl-10.9, Table-3 (ii)(Across (perpendicular to the grain direction of the face veneer)) |
- |
0 |
|
- |
| Cl-10.10, Table-4 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
0 |
|
- |
| Cl-10.10, Table-4 (i) b((Modulus of Rupture: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
0 |
|
- |
| Cl-10.11(Retention of Preservative) |
- |
0 |
|
- |
| Cl-10.12(Formaldehyde Content Test) |
- |
0 |
|
- |
| Cl-10.13(Steady-State Formaldehyde Emission Test) |
- |
0 |
|
- |
|
23 May, 2028 |
- Included w.e.f 24.06.2025 |
| 30 |
IS 710 (2024) |
MARINE PLYWOOD - SPECIFICATION (Third Revision) |
E1,E2/All Type/All Size |
14500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-4.1(Timber) |
- |
0 |
|
- |
| Cl-4.2(Adhesive) |
- |
0 |
|
- |
| Cl-5.1(Veneers) |
- |
300 |
|
- |
| Cl-5.2.1(Glueing) |
- |
200 |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
200 |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
200 |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
200 |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
200 |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
200 |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
200 |
|
- |
| Cl-5.3(Treatment) |
- |
0 |
|
- |
| Cl-5.4(Moisture Content) |
- |
400 |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
200 |
|
- |
| Cl-6.2(Thickness) |
- |
200 |
|
- |
| Cl-6.3(Squareness) |
- |
200 |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
200 |
|
- |
| Cl-9.3(Moisture Content) |
- |
400 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
700 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
700 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
700 |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
700 |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
700 |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
800 |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
1000 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
800 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
800 |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
800 |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
800 |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
1300 |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
1000 |
|
- |
| Cl-9.12(Steady-State Formaldehyde Emission Test) |
- |
0 |
|
- |
| Cl-9.4.2(Adhesion of Plies) |
- |
200 |
|
- |
| 5.1.1(Defects in veneers) |
- |
200 |
|
- |
| Cl-4.1(Timber) |
- |
0 |
|
- |
| Cl-4.2(Adhesive) |
- |
0 |
|
- |
| Cl-5.1(Veneers) |
- |
0 |
|
- |
| Cl-5.2.1(Glueing) |
- |
0 |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
0 |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
0 |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
0 |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
0 |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
0 |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
0 |
|
- |
| Cl-5.3(Treatment) |
- |
0 |
|
- |
| Cl-5.4(Moisture Content) |
- |
0 |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
0 |
|
- |
| Cl-6.2(Thickness) |
- |
0 |
|
- |
| Cl-6.3(Squareness) |
- |
0 |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
0 |
|
- |
| Cl-9.3(Moisture Content) |
- |
0 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
0 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
0 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
0 |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
0 |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
0 |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
0 |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
0 |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
0 |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
0 |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
0 |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
0 |
|
- |
| Cl-9.12(Steady-State Formaldehyde Emission Test) |
- |
0 |
|
- |
| Cl-9.4.2(Adhesion of Plies) |
- |
0 |
|
- |
| 5.1.1(Defects in veneers) |
- |
0 |
|
- |
| Cl-4.1(Timber) |
- |
0 |
|
- |
| Cl-4.2(Adhesive) |
- |
0 |
|
- |
| Cl-5.1(Veneers) |
- |
0 |
|
- |
| Cl-5.2.1(Glueing) |
- |
0 |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
0 |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
0 |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
0 |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
0 |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
0 |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
0 |
|
- |
| Cl-5.3(Treatment) |
- |
0 |
|
- |
| Cl-5.4(Moisture Content) |
- |
0 |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
0 |
|
- |
| Cl-6.2(Thickness) |
- |
0 |
|
- |
| Cl-6.3(Squareness) |
- |
0 |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
0 |
|
- |
| Cl-9.3(Moisture Content) |
- |
0 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
0 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
0 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
0 |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
0 |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
0 |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
0 |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
0 |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
0 |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
0 |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
0 |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
0 |
|
- |
| Cl-9.12(Steady-State Formaldehyde Emission Test) |
- |
0 |
|
- |
| Cl-9.4.2(Adhesion of Plies) |
- |
0 |
|
- |
| 5.1.1(Defects in veneers) |
- |
0 |
|
- |
| Cl-4.1(Timber) |
- |
0 |
|
- |
| Cl-4.2(Adhesive) |
- |
0 |
|
- |
| Cl-5.1(Veneers) |
- |
0 |
|
- |
| Cl-5.2.1(Glueing) |
- |
0 |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
0 |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
0 |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
0 |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
0 |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
0 |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
0 |
|
- |
| Cl-5.3(Treatment) |
- |
0 |
|
- |
| Cl-5.4(Moisture Content) |
- |
0 |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
0 |
|
- |
| Cl-6.2(Thickness) |
- |
0 |
|
- |
| Cl-6.3(Squareness) |
- |
0 |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
0 |
|
- |
| Cl-9.3(Moisture Content) |
- |
0 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
0 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
0 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
0 |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
0 |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
0 |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
0 |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
0 |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
0 |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
0 |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
0 |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
0 |
|
- |
| Cl-9.12(Steady-State Formaldehyde Emission Test) |
- |
0 |
|
- |
| Cl-9.4.2(Adhesion of Plies) |
- |
0 |
|
- |
| 5.1.1(Defects in veneers) |
- |
0 |
|
- |
| Cl-4.1(Timber) |
- |
- |
|
- |
| Cl-4.2(Adhesive) |
- |
- |
|
- |
| Cl-5.1(Veneers) |
- |
- |
|
- |
| Cl-5.2.1(Glueing) |
- |
- |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
- |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
- |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
- |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
- |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
- |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
- |
|
- |
| Cl-5.3(Treatment) |
- |
- |
|
- |
| Cl-5.4(Moisture Content) |
- |
- |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
- |
|
- |
| Cl-6.2(Thickness) |
- |
- |
|
- |
| Cl-6.3(Squareness) |
- |
- |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
- |
|
- |
| Cl-9.3(Moisture Content) |
- |
- |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
- |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
- |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
- |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
- |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
- |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
- |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
- |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
- |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
- |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
- |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
- |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
- |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
- |
|
- |
| Cl-9.12(Steady-State Formaldehyde Emission Test) |
- |
- |
|
- |
| Cl-9.4.2(Adhesion of Plies) |
- |
- |
|
- |
| 5.1.1(Defects in veneers) |
- |
- |
|
- |
|
23 May, 2028 |
- Included w.e.f 24.06.2025 |