1 |
IS 2202 : Part 2 (2022) |
WOODEN FLUSH DOOR SHUTTERS SOLID CORE TYPE SPECIFICATION PART 2 PARTICLE BOARD HIGH DENSITY FIBRE BOARD MEDIUM DENSITY FIBRE BOARD AND HARDBOARD FACE PANELS Fourth Revision |
- |
24500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Clause No - 6.1(Timber) |
- |
0 |
|
- |
Clause No -6.2(Alternative Materials (LVL) |
- |
0 |
|
- |
Clause No -6.2(Alternative Materials veneer laminated lumber (VLL)) |
- |
0 |
|
- |
Clause No -6.2(Alternative Materials medium density fibre board (MDF)) |
- |
0 |
|
- |
Clause No -6.2(Alternative Materials -plywood) |
- |
0 |
|
- |
Clause No -6.4(Adhesive) |
- |
8000 |
|
Extra for IS 848 |
Clause No -7.1(Construction) |
- |
500 |
|
- |
Clause No - 7.3(" MDF board or
HDF board ") |
- |
500 |
|
- |
Clause No -9.2("Workmanship and
finish") |
- |
500 |
|
- |
Clause No -10.1(tests for flush door shutters) |
- |
19500 |
|
- |
Clause No -10.2(End Immersion Test) |
- |
2000 |
|
- |
Clause No -10.3(Glue Adhesion Test) |
- |
1000 |
|
- |
Clause No -11(SAMPLING AND CRITERIA FOR CONFORMITY) |
- |
0 |
|
- |
Clause No -12("ADDITIONAL REQUIREMENTS FOR ECO
MARK") |
- |
0 |
|
- |
5(SIZES AND TOLERANCES) |
- |
500 |
|
- |
6.5(The swelling in thickness of the particle board, MDF
and HDF board for core) |
- |
500 |
|
- |
Cl-6.3.3 (Amendment NO 1)(B D P V, P D P V and M D P V types of flush door) |
- |
1000 |
|
- |
Cl-6.3.2(MDF board and HDF board) |
- |
0 |
|
Extra as per IS |
Cl-6.3.4(B N P V, P N P V and M N P V,) |
- |
0 |
|
Extra as per IS |
Cl-7.2(Face Panel) |
- |
1000 |
|
- |
Cl-7.4 (Amendment No 1)(Door Blanks) |
- |
1500 |
|
- |
Cl-8(Fittings) |
- |
100 |
|
- |
Clause No -6.2(BWP grade flush door shutter) |
- |
0 |
|
Extra as per IS |
Clause No -6.3.1("Face Panels:
Particle Board
MDF/ HDF
Fibre Hardboard") |
- |
0 |
|
Extra as per IS 3087 |
|
18 Dec, 2027 |
- Included w.e.f.17.09.2025 |
2 |
IS 2202 : Part 1 (2023) |
WOODEN FLUSH DOOR SHUTTERS SOLID CORE TYPE SPECIFICATION PART 1 PLYWOOD FACE PANELS Seventh Revision |
- |
24500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
9.1(Workmanship & Finish) |
- |
100 |
|
- |
9.2(Workmanship & Finish) |
- |
100 |
|
- |
9.3(Workmanship & Finish) |
- |
100 |
|
- |
11.1(Dimensions - Height) |
- |
250 |
|
- |
11.1(Dimensions - Width) |
- |
250 |
|
- |
11.1(Dimensions - Thickness) |
- |
250 |
|
- |
11.1(Dimensions - Variation in thickness) |
- |
0 |
|
- |
11.1(Dimensions - Squareness) |
- |
250 |
|
- |
11.12(End immersion test) |
- |
2000 |
|
- |
11.13(Knife Test) |
- |
1000 |
|
- |
11.14(Glue Adhesion Test) |
- |
1500 |
|
- |
4(GRADE) |
- |
0 |
|
- |
4(TYPE) |
- |
0 |
|
- |
5(SIZES) |
- |
250 |
|
- |
7.1.1(CONSTRUCTION-Blockboard Core) |
- |
750 |
|
- |
7.1.1(CONSTRUCTION-Blockboard Core) |
- |
0 |
|
- |
7.1.2(CONSTRUCTION-Blockboard Core) |
- |
0 |
|
- |
7.3.2(CONSTRUCTION-Stiles and Rails) |
- |
250 |
|
- |
7.3.2(a)(CONSTRUCTION-Stiles and Rails-Joints) |
- |
0 |
|
- |
7.3.2(b)(CONSTRUCTION-Stiles and Rails-Joints) |
- |
0 |
|
- |
7.3.2(c)(CONSTRUCTION-Stiles and Rails-Joints) |
- |
0 |
|
- |
7.3.3(CONSTRUCTION-Stiles and Rails) |
- |
0 |
|
- |
9.1(WORKMANSHIP AND FINISH) |
- |
0 |
|
- |
9.2(WORKMANSHIP AND FINISH) |
- |
0 |
|
- |
9.3(WORKMANSHIP AND FINISH) |
- |
0 |
|
- |
11.1(Dimensions and Squareness Test) |
- |
0 |
|
- |
11.1(Dimensions and Squareness Test) |
- |
0 |
|
- |
11.1(Dimensions and Squareness Test) |
- |
0 |
|
- |
11.1(Dimensions and Squareness Test) |
- |
0 |
|
- |
11.1(Dimensions and Squareness Test) |
- |
0 |
|
- |
11.2(General Flatness Test) |
- |
700 |
|
- |
11.2(General Flatness Test) |
- |
0 |
|
- |
11.2(General Flatness Test) |
- |
0 |
|
- |
11.3(Local Planeness Test) |
- |
1500 |
|
- |
11.4(Impact Indentation Test) |
- |
1500 |
|
- |
11.4(Impact Indentation Test) |
- |
0 |
|
- |
11.5(Flexure Test) |
- |
1500 |
|
- |
11.5(Flexure Test) |
- |
0 |
|
- |
11.6(Edge Loading Test) |
- |
1500 |
|
- |
11.6(Edge Loading Test) |
- |
0 |
|
- |
11.6(Edge Loading Test) |
- |
1500 |
|
- |
11.6(Edge Loading Test) |
- |
0 |
|
- |
11.7.1(Shock Resistance Test) |
- |
1500 |
|
- |
11.7.2(Shock Resistance Test) |
- |
0 |
|
- |
11.8(Buckling Test) |
- |
1500 |
|
- |
11.8(Buckling Test) |
- |
0 |
|
- |
11.8(Buckling Test) |
- |
0 |
|
- |
11.9.2(Slamming Test) |
- |
1500 |
|
- |
11.9.3(Slamming Test) |
- |
0 |
|
- |
11.11(Varying Humidity Test) |
- |
5000 |
|
- |
11.11(Varying Humidity Test) |
- |
0 |
|
- |
11.12(End Immersion Test) |
- |
0 |
|
- |
11.13(Knife Test) |
- |
0 |
|
- |
11.14(Glue Adhesion Test) |
- |
0 |
|
- |
11.15(Screw Withdrawal Resistance Test) |
- |
1500 |
|
- |
11.15(Screw Withdrawal Resistance Test) |
- |
0 |
|
- |
Clause 4.2(grades specified) |
- |
0 |
|
- |
Clause 5(SIZES) |
- |
0 |
|
- |
Clause 6.1.1(species of timber) |
- |
0 |
|
- |
Clause 6.1.2(list of species) |
- |
0 |
|
- |
Clause 6.1.3(moisture content) |
- |
750 |
|
- |
Clause 6.2.1(Plywood) |
- |
0 |
|
Extra as per IS |
Clause 6.2.2(Decorative plywood) |
- |
0 |
|
Extra as per IS |
Clause 6.3(Cross-Bands) |
- |
1000 |
|
Extra |
Clause 6.4.1(Commercial Face
Veneers) |
- |
1000 |
|
Extra |
Clause 6.4.2(Decorative Face
Veneers) |
- |
1000 |
|
Extra |
Clause 6.6.1(Adhesives) |
- |
8000 |
|
For IS 848 |
Clause 6.7(Particle Board) |
- |
750 |
|
Extra |
Clause 6.8(Medium density
fibre board) |
- |
750 |
|
Extra |
Clause 6.9(Alternative Materials) |
- |
0 |
|
- |
Clause 7.1(Blockboard Core) |
- |
0 |
|
- |
Clause 7.2(Particle Board or
Medium Density Fibre) |
- |
0 |
|
- |
Clause 7.3(Stiles and Rails) |
- |
0 |
|
- |
Clause 7.4(Levelling) |
- |
250 |
|
- |
Clause 7.5(Face Panel) |
- |
250 |
|
- |
Clause 7.6(Lipping) |
- |
250 |
|
- |
Clause 7.7(Rebating) |
- |
250 |
|
- |
Clause 7.8(Opening for Glazing) |
- |
250 |
|
- |
Clause 7.9(Venetian) |
- |
250 |
|
- |
Clause 8.1(Locks) |
- |
250 |
|
- |
Clause 9(WORKMANSHIP AND
FINISH) |
- |
0 |
|
- |
Clause 10.1(Classification of Tests) |
- |
0 |
|
- |
Clause 11.1(Dimensions and
Squareness Test) |
- |
0 |
|
- |
Clause 11.2(General Flatness Test) |
- |
0 |
|
- |
Clause 11.3(Local Planeness Test) |
- |
0 |
|
- |
Clause 11.4(Impact Indentation Test) |
- |
0 |
|
- |
Clause 11.5(Flexure Test) |
- |
0 |
|
- |
Clause 11.6(Edge Loading Test) |
- |
0 |
|
- |
Clause 11.7(Shock Resistance Test) |
- |
0 |
|
- |
Clause 11.8(Buckling Resistance Test) |
- |
0 |
|
- |
Clause 11.9(Slamming Test) |
- |
0 |
|
- |
Clause 11.10(Misuse Test) |
- |
0 |
|
- |
Clause 11.11(Varying Humidity Test) |
- |
0 |
|
- |
Clause 11.12(End Immersion Test) |
- |
0 |
|
- |
Clause 11.13(Knife Test) |
- |
0 |
|
- |
Clause 11.14(Glue Adhesion Test) |
- |
0 |
|
- |
Clause 11.15(Screw Withdrawal
Resistance Test) |
- |
0 |
|
- |
Clause 12(SAMPLING AND CRITERIA
FOR CONFORMITY) |
- |
0 |
|
- |
Clause 13(ADDITIONAL REQUIREMENTS
FOR ECO MARK) |
- |
0 |
|
- |
Clause 14(Marking) |
- |
0 |
|
- |
4(Grade, Type and Construction) |
- |
0 |
|
- |
5(Sizes and Thickness) |
- |
0 |
|
- |
6.1(Timber) |
- |
0 |
|
- |
6.2(Plywood for flush door shutter) |
- |
0 |
|
- |
6.3(Cross-Bands ) |
- |
0 |
|
- |
6.4.1(Commercial Face Veneers) |
- |
0 |
|
- |
6.4.2(Decorative face veneers) |
- |
0 |
|
- |
6.6(Adhesives) |
- |
0 |
|
- |
6.7(Particle Board) |
- |
0 |
|
- |
6.8(Medium Density Fibre) |
- |
0 |
|
- |
6.9(Alternative Materials) |
- |
0 |
|
- |
7(Construction) |
- |
0 |
|
- |
8.1(Locks) |
- |
0 |
|
- |
8.2(Other Fittings) |
- |
0 |
|
- |
9(Workmanship and Finish) |
- |
0 |
|
- |
10(Tests) |
- |
0 |
|
- |
11.1(Dimensions and Squareness Test) |
- |
0 |
|
- |
11.2(General Flatness Test) |
- |
0 |
|
- |
11.3(Local Planeness Test) |
- |
0 |
|
- |
11.4(Impact Indentation Test) |
- |
0 |
|
- |
11.5(Flexure Test) |
- |
0 |
|
- |
11.6(Edge Loading Test) |
- |
0 |
|
- |
11.7(Shock Resistance Test) |
- |
0 |
|
- |
11.8(Buckling Resistance Test) |
- |
0 |
|
- |
11.9(Slamming Test) |
- |
0 |
|
- |
11.1(Misuse Test) |
- |
0 |
|
- |
11.11(Varying Humidity Test) |
- |
0 |
|
- |
11.12(End Immersion Test) |
- |
0 |
|
- |
11.13(Knife Test) |
- |
0 |
|
- |
11.14(Glue Adhesion Test) |
- |
0 |
|
- |
11.15(Screw Withdrawal Resistance Test) |
- |
0 |
|
- |
14(Marking ) |
- |
0 |
|
- |
Cl-13(ADDITIONAL REQUIREMENTS FOR ECO
MARK) |
- |
0 |
|
- |
11.10(Misuse Test) |
- |
0 |
|
- |
|
18 Dec, 2027 |
- Included w.e.f.17.09.2025 |
3 |
IS 2191 : Part 2 (2022) |
WOODEN FLUSH DOOR SHUTTERS (CELLULAR, HOLLOW AND TUBULAR CORE TYPE) - SPECIFICATION PART 2 PARTICLE BOARD, HIGH DENSITY FIBRE BOARD, MEDIUM DENSITY FIBRE BOARD AND FIBRE HARDBOARD FACE PANELS (Fourth Revision) |
- |
24500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl-5(Sizes and Tolerances) |
- |
100 |
|
For thickness |
Cl-6.1.(Timber) |
- |
0 |
|
- |
Cl-6.2(Laminated veneer lumber (LVL), veneer laminated lumber (VLL), medium density fibre board (MDF), high density fibre board (HDF)) |
- |
0 |
|
- |
Cl-6.3.1(Particle board) |
- |
0 |
|
Extra chages as per IS 3087 |
Cl-6.3.2(MDF board and HDF board) |
- |
0 |
|
Extra charges as per IS 12406 |
Cl-6.3.5(shutters with fibre hardboard face) |
- |
0 |
|
- |
Cl-8.1(Locks) |
- |
100 |
|
- |
Cl-10.1(various test) |
- |
19700 |
|
For Cl. 10 to 11 of IS 2191 (Part 1) |
Cl-10.2(End Immersion Test) |
- |
2000 |
|
- |
Cl-10.3(Glue Adhesion Test) |
- |
1500 |
|
- |
Cl-13(Marking) |
- |
0 |
|
- |
|
18 Dec, 2027 |
- Included w.e.f.17.09.2025 |
4 |
IS 2191 : Part 1 (2022) |
WOODEN FLUSH DOOR SHUTTERS CELLULAR TUBULAR AND HOLLOW CORE TYPE SPECIFICATION PART 1 PLYWOOD FACE PANELS Fifth Revision |
- |
24500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl-5(Sizes) |
- |
100 |
|
For thickness |
Cl-6.1.1(Species of timber) |
- |
0 |
|
- |
Cl-6.3(Cross-Bands) |
- |
1000 |
|
Extra for cross band |
Cl-6.4.1(Commercial face veneers) |
- |
1000 |
|
Extra for face veneers |
Cl-6.4.2(Decorative face veneers) |
- |
1000 |
|
Extra for face veneers |
Cl-6.7(Particle Board) |
- |
0 |
|
- |
Cl-6.8(Laminated veneer lumber (LVL), veneer laminated lumber (VLL), Medium Density Fibre (MDF)) |
- |
0 |
|
- |
Cl-11.1(Dimensions and Squareness Test) |
- |
500 |
|
- |
Cl-11.2(General Flatness Test) |
- |
700 |
|
- |
Cl-11.3(Local Planeness Test) |
- |
1500 |
|
- |
Cl-11.4(Impact Indentation Test) |
- |
1500 |
|
- |
Cl-11.5(Flexure Test) |
- |
1500 |
|
- |
Cl-11.6(Edge Loading Test) |
- |
1500 |
|
- |
Cl-11.7(Shock Resistance Test) |
- |
1500 |
|
- |
Cl-11.8(Buckling Resistance Test) |
- |
1500 |
|
- |
Cl-11.9(Slamming Test) |
- |
1500 |
|
- |
Cl-11.10(Misuse Test) |
- |
1500 |
|
- |
Cl-11.11(Varying Humidity Test) |
- |
5000 |
|
- |
Cl-11.12(End Immersion Test) |
- |
2000 |
|
- |
Cl-11.13(Knife Test) |
- |
1000 |
|
- |
Cl-11.14(Glue Adhesion Test) |
- |
1500 |
|
- |
Cl-11.15(Screw Withdrawal Resistance Test) |
- |
1500 |
|
- |
Cl-12.2(Sample Size) |
- |
0 |
|
- |
Cl-14(Marking) |
- |
0 |
|
- |
Cl-6.1.2(Moisture content of timber) |
- |
750 |
|
- |
Cl-9(Workmanship and Finish) |
- |
100 |
|
- |
Cl-6.1.3(Defects) |
- |
100 |
|
- |
Cl-6.2(Plywood) |
- |
15000 |
|
Extra for IS 303 : 2024 |
Cl-6.5(Cross-bands and face veneers) |
- |
1000 |
|
Extra for cross band & Face veneers |
Cl-6.6(Adhesives) |
- |
8000 |
|
Extra for IS 848 |
Cl-7(Construction) |
- |
1000 |
|
- |
Cl-8(Fittings) |
- |
100 |
|
- |
|
18 Dec, 2027 |
- Included w.e.f.17.09.2025 |
5 |
IS 1659 (2004) |
Block boards - Specification (Fourth Revision) |
- |
6500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
9.2.6(Spot test - Annexure L) |
- |
500 |
|
- |
9.2.5(Modulus of elasticity - MINIMUM INDIVIDUAL - Annexure K) |
- |
1000 |
|
- |
9.2.5(Modulus of elasticity - AVERAGE - Annexure K) |
- |
0 |
|
- |
9.2.5(Modulus of rupture - MINIMUM INDIVIDUAL - Annexure K) |
- |
1000 |
|
- |
9.2.5(Modulus of rupture - AVERAGE - Annexure K) |
- |
0 |
|
- |
9.2.4(Mycological Test [for MR grade only] - Annexure J) |
- |
3000 |
|
- |
9.2.3(Adhesion of Plies - Annexure H) |
- |
1000 |
|
- |
9.2.2 (Resistance to water - Annexure G, Annexure H [For MR Grade]) |
- |
1000 |
|
- |
9.2.2 (Resistance to water - Annexure G, Annexure H [For BWP grade]) |
- |
0 |
|
- |
9.2.1(Dimensional Changes caused by humidity Change in local planeness - Annexure F) |
- |
1000 |
|
- |
9.2.1(Dimensional Changes caused by humidity - Delamination - Annexure F) |
- |
0 |
|
- |
9.2.1(Dimensional Changes caused by humidity - Change in thickness - at 40% RH - Annexure F) |
- |
0 |
|
- |
9.2.1(Dimensional Changes caused by humidity - Change in Thickness - at 90% RH - Annexure F) |
- |
0 |
|
- |
9.2.1(Dimensional Changes caused by humidity - Change in Length - at 40% RH - Annexure F) |
- |
0 |
|
- |
9.2.1(Dimensional Changes caused by humidity - Change in Length - at 90% RH - Annexure F) |
- |
0 |
|
- |
7.3(Dimensional Requirements - Variation in thickness - Annexure E) |
- |
100 |
|
- |
7.3(Dimensional Requirements - Squareness - Annexure D) |
- |
100 |
|
- |
7.3(Dimensional Requirements - Edge Straightness - Annexure D) |
- |
100 |
|
- |
7.3(Dimensional Requirements - Thickness - Annexure E) |
- |
100 |
|
- |
7.3(Dimensional Requirements - Width - 8.1.4) |
- |
100 |
|
- |
7.3(Dimensional Requirements - Length - 8.1.4) |
- |
100 |
|
- |
8.1.3, 6.3.3, IS 1328(Visual Inspection - Permissible Defects - IS 1328 [test method for DECORATIVE type]) |
- |
100 |
|
- |
8.1.3, 6.3.3, IS 303(Visual Inspection - Permissible Defects - IS 303 [test method for COMMERCIAL type]) |
- |
100 |
|
- |
9.2.6 (mechanical)(Spot test - Annexure L) |
- |
0 |
|
- |
cl. 11(marking) |
- |
0 |
|
- |
cl. 11.1(marking - BIS certification marking) |
- |
0 |
|
- |
Cl-10(ADDITIONAL REQUIREMENTS FOR
ECO-MARK) |
- |
0 |
|
- |
6.2(Core- Moisture & Width) |
- |
500 |
|
- |
6.3(Cross Bands and Faces- Moisture content) |
- |
500 |
|
- |
6.3.1(Thickness of cross band and face veneers) |
- |
100 |
|
- |
Cl-7.1(Thickness) |
- |
100 |
|
- |
Cl-7.2(Sizes) |
- |
0 |
|
- |
|
18 Dec, 2027 |
- Included w.e.f.17.09.2025 |
6 |
IS 848 (2006) |
Synthetic resin adhesives for plywood (Phenolic And Aminoplastic) - Specification (Second Revision) |
All |
8000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4 Table (i)(BWP (BOiling WaterProof)) |
- |
4200 |
|
- |
4 Table (i)(BWR (Boiling Water Resistant)) |
- |
4200 |
|
- |
4 Table (i)(MR (Moisture Ressistant)) |
- |
4200 |
|
- |
5,7.4(Keeping Quality (Resistance to heat Polymerization)) |
- |
0 |
|
- |
7.4(Acidity and Alkalinity ( pH)) |
- |
500 |
|
- |
4 Table (i)(BWP (BOiling WaterProof)) |
- |
- |
|
- |
4 Table (i)(BWR (Boiling Water Resistant)) |
- |
- |
|
- |
4 Table (i)(MR (Moisture Ressistant)) |
- |
- |
|
- |
5,7.4(Keeping Quality (Resistance to heat Polymerization)) |
- |
- |
|
- |
7.4(Acidity and Alkalinity ( pH)) |
- |
- |
|
- |
|
18 Dec, 2027 |
- Included w.e.f.11.09.2025 |
7 |
IS 303 (2024) |
Plywood for General Purposes â Specification (Fourth Revision) |
All |
15000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl-5.1(Classification by appearance) |
- |
0 |
|
- |
Cl-5.2, Table- 1 (i)(Blister) |
- |
50 |
|
- |
Cl-5.2, Table- 1 (ii)(Checks) |
- |
50 |
|
- |
Cl-5.2, Table- 1 (iii)(Discolouration) |
- |
50 |
|
- |
Cl-5.2, Table- 1 (iv)(Dote) |
- |
50 |
|
- |
Cl-5.2, Table- 1 (v)(Insect hole) |
- |
50 |
|
- |
Cl-5.2, Table- 1 (vi)(Joints) |
- |
100 |
|
- |
Cl-5.2, Table- 1 (vii)(Knots (dead)) |
- |
50 |
|
- |
Cl-5.2, Table- 1 (viii)(Pin knots (dead)) |
- |
50 |
|
- |
Cl-5.2, Table- 1 (ix)(Pin knots (live)) |
- |
50 |
|
- |
Cl-5.2, Table- 1 (x)(Knots (tight)) |
- |
50 |
|
- |
Cl-5.2, Table- 1 (xi)(Patches) |
- |
50 |
|
- |
Cl-5.2, Table- 1 (xii)(Splits) |
- |
50 |
|
- |
Cl-5.2, Table- 1 (xiii)(Swirl) |
- |
50 |
|
- |
Cl-5.2, Table-2(Maximum Number of Categories of Permissible Defects, per m2) |
- |
50 |
|
- |
Cl-6.1(Timber) |
- |
0 |
|
- |
Cl-6.2(Adhesive) |
- |
0 |
|
- |
Cl-7.2.1(Thickness of veneers) |
- |
100 |
|
- |
Cl-7.2.3(Grain Direction) |
- |
100 |
|
- |
Cl-7.2.5.1(Gaps in cores and cross-bands) |
- |
100 |
|
- |
Cl-7.2.5.2(Splits) |
- |
100 |
|
- |
Cl-7.2.5.3(Overlap) |
- |
100 |
|
- |
Cl-8.1(Dimensions -length) |
- |
100 |
|
- |
Cl-8.2(Thickness of the plywood boards) |
- |
100 |
|
- |
Cl-8.3(Squareness) |
- |
300 |
|
- |
Cl-11.3.1, 11.3.1.1(Water Resistance Test) |
- |
900 |
|
- |
Cl-11.3.2(Mycological Test) |
- |
3000 |
|
- |
Cl-11.4(Moisture Content) |
- |
500 |
|
- |
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
1000 |
|
- |
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
Cl-11.6(Formaldehyde Content Test) |
- |
3000 |
|
- |
Cl-9(WORKMANSHIP AND FINISH) |
- |
100 |
|
- |
Cl-7.2.4(Scarf Joints) |
- |
100 |
|
- |
Cl. 4(Grades) |
- |
0 |
|
- |
Cl.5.1(Type based on classification by appearance) |
- |
0 |
|
- |
Cl.5.2(Quality Requirements of Plywood for General Purposes) |
- |
0 |
|
- |
Cl.8.1(Dimensions -width) |
- |
100 |
|
- |
Cl.8, 8.3 & Annex C(Edge Straightness) |
- |
300 |
|
- |
Cl.8, 8.3 & Annex C(Edge Squareness) |
- |
300 |
|
- |
Cl-11.5, Table-4(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
1000 |
|
- |
Cl-11.5, Table-4,(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
Cl-8.3(Edge Straightness) |
- |
300 |
|
- |
Cl-11.5, Table-4(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
1000 |
|
- |
Cl-11.5, Table-4(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
Cl-11.5, Table-4(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
1000 |
|
- |
Cl-11.5, Table-4(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
Cl-13(Marking) |
- |
0 |
|
- |
Cl-5.1(Classification by appearance) |
- |
0 |
|
- |
Cl-5.2, Table- 1 (i)(Blister) |
- |
50 |
|
- |
Cl-5.2, Table- 1 (ii)(Checks) |
- |
50 |
|
- |
Cl-5.2, Table- 1 (iii)(Discolouration) |
- |
50 |
|
- |
Cl-5.2, Table- 1 (iv)(Dote) |
- |
50 |
|
- |
Cl-5.2, Table- 1 (v)(Insect hole) |
- |
50 |
|
- |
Cl-5.2, Table- 1 (vi)(Joints) |
- |
50 |
|
- |
Cl-5.2, Table- 1 (vii)(Knots (dead)) |
- |
50 |
|
- |
Cl-5.2, Table- 1 (viii)(Pin knots (dead)) |
- |
50 |
|
- |
Cl-5.2, Table- 1 (ix)(Pin knots (live)) |
- |
50 |
|
- |
Cl-5.2, Table- 1 (x)(Knots (tight)) |
- |
50 |
|
- |
Cl-5.2, Table- 1 (xi)(Patches) |
- |
50 |
|
- |
Cl-5.2, Table- 1 (xii)(Splits) |
- |
50 |
|
- |
Cl-5.2, Table- 1 (xiii)(Swirl) |
- |
50 |
|
- |
Cl-5.2, Table-2(Maximum Number of Categories of Permissible Defects, per m2) |
- |
0 |
|
- |
Cl-6.1(Timber) |
- |
0 |
|
- |
Cl-6.2(Adhesive) |
- |
0 |
|
- |
Cl-7.2.1(Thickness of veneers) |
- |
0 |
|
- |
Cl-7.2.3(Grain Direction) |
- |
50 |
|
- |
Cl-7.2.5.1(Gaps in cores and cross-bands) |
- |
50 |
|
- |
Cl-7.2.5.2(Splits) |
- |
50 |
|
- |
Cl-7.2.5.3(Overlap) |
- |
50 |
|
- |
Cl-8.1(Dimensions -length) |
- |
50 |
|
- |
Cl-8.2(Thickness of the plywood boards) |
- |
50 |
|
- |
Cl-8.3(Squareness) |
- |
300 |
|
- |
Cl-11.3.1, 11.3.1.1(Water Resistance Test) |
- |
1000 |
|
- |
Cl-11.3.2(Mycological Test) |
- |
3000 |
|
- |
Cl-11.4(Moisture Content) |
- |
500 |
|
- |
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
1000 |
|
- |
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
Cl-11.6(Formaldehyde Content Test) |
- |
3000 |
|
- |
Cl-9(WORKMANSHIP AND FINISH) |
- |
100 |
|
- |
Cl-7.2.4(Scarf Joints) |
- |
50 |
|
- |
Cl. 4(Grades) |
- |
0 |
|
- |
Cl.5.1(Type based on classification by appearance) |
- |
0 |
|
- |
Cl.5.2(Quality Requirements of Plywood for General Purposes) |
- |
0 |
|
- |
Cl.8.1(Dimensions -width) |
- |
100 |
|
- |
Cl.8, 8.3 & Annex C(Edge Straightness) |
- |
300 |
|
- |
Cl.8, 8.3 & Annex C(Edge Squareness) |
- |
300 |
|
- |
Cl-11.5, Table-4(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
1000 |
|
- |
Cl-11.5, Table-4,(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
Cl-8.3(Edge Straightness) |
- |
300 |
|
- |
Cl-11.5, Table-4(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
1000 |
|
- |
Cl-11.5, Table-4(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
Cl-11.5, Table-4(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
1000 |
|
- |
Cl-11.5, Table-4(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
Cl-13(Marking) |
- |
0 |
|
- |
|
18 Dec, 2027 |
- Included w.e.f. 29.08.2025
Exclusion: 2 Cl-11.7 (Steady-State Formaldehyde Emission Test) |
8 |
IS 710 (2024) |
MARINE PLYWOOD - SPECIFICATION (Third Revision) |
All |
18000 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) |
- |
100 |
|
- |
Cl-5.2.1(Glueing) |
- |
0 |
|
- |
Cl -5.2.2(Thickness of Veneers) |
- |
100 |
|
- |
Cl - 5.2.3.1(Joint in Veneers) |
- |
100 |
|
- |
Cl - 5.2.3.2(Edge joints) |
- |
100 |
|
- |
Cl - 5.2.3.3(End joints) |
- |
100 |
|
- |
Cl - 5.2.3.4(Scarf joints) |
- |
100 |
|
- |
Cl - 5.2.4(Grain Direction) |
- |
100 |
|
- |
Cl-5.3(Treatment) |
- |
0 |
|
- |
Cl-5.4(Moisture Content) |
- |
750 |
|
- |
Cl-6.1(Dimensions (length)) |
- |
100 |
|
- |
Cl-6.2(Thickness) |
- |
100 |
|
- |
Cl-6.3(Squareness) |
- |
300 |
|
- |
Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
100 |
|
- |
Cl-9.3(Moisture Content) |
- |
1000 |
|
- |
Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
500 |
|
- |
Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
1000 |
|
- |
Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
1000 |
|
- |
Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
1000 |
|
- |
Cl-9.5.2(Water Resistance Test) |
- |
1000 |
|
- |
Cl-9.6(Tensile Strength-Along the grain) |
- |
2000 |
|
- |
Cl-9.7(Mycological Test -Adhesion) |
- |
3000 |
|
- |
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
1000 |
|
- |
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
Cl-9.9, Table-3 (i) a(Wet Bending Strength- Modulus of Elasticity (MOE)- Average) |
- |
2000 |
|
- |
Cl-9.9, Table-3 (i) b(Wet Bending Strength- Modulus of Elasticity (MOE),-Minimum
individual) |
- |
2000 |
|
- |
Cl-6.1(Dimensions (width)) |
- |
100 |
|
- |
Cl-8.3(Edge Straightness) |
- |
300 |
|
- |
Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength –Minimum Individual) |
- |
1000 |
|
- |
Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength –Minimum Individual) |
- |
1000 |
|
- |
Cl-9.6(Tensile Strength-Across the grain) |
- |
1000 |
|
- |
Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength –Minimum Individual) |
- |
2000 |
|
- |
Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength -Average) |
- |
3000 |
|
- |
Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
1000 |
|
- |
Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
2000 |
|
- |
Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
2000 |
|
- |
Cl-11.1(Marking) |
- |
100 |
|
- |
Cl-11.3(Marking) |
- |
100 |
|
- |
Cl-9.10(Retention of Preservative) |
- |
5000 |
|
- |
Cl-9.11(Formaldehyde Content Test) |
- |
5000 |
|
- |
5.1.1(Defects in veneers) |
- |
50 |
|
- |
Cl-9.9, Table-3 (ii) b(Wet Bending Strength- Modulus of Rupture (MOR), -Minimum
individual) |
- |
2000 |
|
- |
Cl-9.4.2(Adhesion of Plies) |
- |
1000 |
|
- |
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
1000 |
|
- |
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
Cl-9.9, Table-3 (ii) a(Wet Bending Strength- Modulus of Rupture (MOR)-Average) |
- |
2000 |
|
- |
Cl-4.1(Timber) |
- |
0 |
|
- |
Cl-4.2(Adhesive) |
- |
0 |
|
- |
Cl-5.1(Veneers) |
- |
0 |
|
- |
Cl-5.2.1(Glueing) |
- |
0 |
|
- |
Cl -5.2.2(Thickness of Veneers) |
- |
100 |
|
- |
Cl - 5.2.3.1(Joint in Veneers) |
- |
100 |
|
- |
Cl - 5.2.3.2(Edge joints) |
- |
50 |
|
- |
Cl - 5.2.3.3(End joints) |
- |
50 |
|
- |
Cl - 5.2.3.4(Scarf joints) |
- |
100 |
|
- |
Cl - 5.2.4(Grain Direction) |
- |
50 |
|
- |
Cl-5.3(Treatment) |
- |
0 |
|
- |
Cl-5.4(Moisture Content) |
- |
1000 |
|
- |
Cl-6.1(Dimensions (length)) |
- |
100 |
|
- |
Cl-6.2(Thickness) |
- |
100 |
|
- |
Cl-6.3(Squareness) |
- |
300 |
|
- |
Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
100 |
|
- |
Cl-9.3(Moisture Content) |
- |
1000 |
|
- |
Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
1000 |
|
- |
Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
1000 |
|
- |
Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
1000 |
|
- |
Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
1000 |
|
- |
Cl-9.5.2(Water Resistance Test) |
- |
1000 |
|
- |
Cl-9.6(Tensile Strength-Along the grain) |
- |
1000 |
|
- |
Cl-9.7(Mycological Test -Adhesion) |
- |
3000 |
|
- |
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
1000 |
|
- |
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
Cl-9.9, Table-3 (i) a(Wet Bending Strength- Modulus of Elasticity (MOE)- Average) |
- |
2000 |
|
- |
Cl-9.9, Table-3 (i) b(Wet Bending Strength- Modulus of Elasticity (MOE),-Minimum
individual) |
- |
2000 |
|
- |
Cl-6.1(Dimensions (width)) |
- |
100 |
|
- |
Cl-8.3(Edge Straightness) |
- |
300 |
|
- |
Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength –Minimum Individual) |
- |
1000 |
|
- |
Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength –Minimum Individual) |
- |
1000 |
|
- |
Cl-9.6(Tensile Strength-Across the grain) |
- |
1000 |
|
- |
Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength –Minimum Individual) |
- |
3000 |
|
- |
Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength -Average) |
- |
3000 |
|
- |
Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
1000 |
|
- |
Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
1000 |
|
- |
Cl-11.1(Marking) |
- |
0 |
|
- |
Cl-11.3(Marking) |
- |
0 |
|
- |
Cl-9.10(Retention of Preservative) |
- |
5000 |
|
- |
Cl-9.11(Formaldehyde Content Test) |
- |
3000 |
|
- |
5.1.1(Defects in veneers) |
- |
100 |
|
- |
Cl-9.9, Table-3 (ii) b(Wet Bending Strength- Modulus of Rupture (MOR), -Minimum
individual) |
- |
2000 |
|
- |
Cl-9.4.2(Adhesion of Plies) |
- |
100 |
|
- |
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
1000 |
|
- |
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
1000 |
|
- |
Cl-9.9, Table-3 (ii) a(Wet Bending Strength- Modulus of Rupture (MOR)-Average) |
- |
2000 |
|
- |
|
18 Dec, 2027 |
- Included w.e.f. 29.08.2025
Exclusion: Cl-9.12 (Steady-State Formaldehyde Emission Test), Cl-9.5.2 (Water Resistance Test) |
9 |
IS 302 : Part 1 (2024) |
Household and Similar Electrical Appliances â Safety Part 1 General Requirements (Seventh Revision) |
- |
53500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
12(Charging of metal-ion batteries) |
- |
4000 |
|
- |
6(Classification) |
- |
1000 |
|
- |
5(General conditions for the tests) |
- |
1000 |
|
- |
11.8(Temperature rise) |
- |
4000 |
|
- |
11.7(Duration corresponding) |
- |
1000 |
|
- |
11.6(Combined appliances) |
- |
1000 |
|
- |
11.5(Motor-operated appliances) |
- |
1000 |
|
- |
11.4(Heating appliances) |
- |
1000 |
|
- |
8.1.5(Live parts of built-in appliances) |
- |
2000 |
|
- |
17(Overload protection of transformers and associated circuits) |
- |
5000 |
|
- |
16(Leakage current and electric strength) |
- |
5000 |
|
- |
4(General requirement) |
- |
1000 |
|
- |
31(Resistance to Rusting) |
- |
2000 |
|
- |
30.2(Needle Flame Test) |
- |
4000 |
|
- |
30.2(Glow Wire Test) |
- |
4000 |
|
- |
30.1(Ball pressure test) |
- |
4000 |
|
- |
29(clearance, creepage distances and solid insulation) |
- |
3000 |
|
- |
28(Screw test and connections) |
- |
8000 |
|
- |
27(Provision for earthing) |
- |
3000 |
|
- |
26(Terminals for external conductors) |
- |
6000 |
|
- |
25(Supply connection and external flexible cords) |
- |
12000 |
|
- |
24(Components) |
- |
3000 |
|
- |
23(Internal wiring) |
- |
6000 |
|
- |
22(Construction) |
- |
9000 |
|
- |
21(Mechanical Strength) |
- |
3000 |
|
- |
20(Stability and mechanical hazards) |
- |
3000 |
|
- |
19(Abnormal Operation) |
- |
6500 |
|
- |
16.3(Electric Strength (after clause 15 and 16.2)) |
- |
3000 |
|
- |
16.2(Leakage Current (after Clause 15)) |
- |
3000 |
|
- |
16.1(General) |
- |
1000 |
|
- |
16.0(General) |
- |
1000 |
|
- |
15.3(Humidity Test) |
- |
5000 |
|
- |
15.1(Ingress Protection test other than IPX0 (IP test)) |
- |
6000 |
|
- |
15.0(Moisture resistance) |
- |
10000 |
|
- |
14(Transient Over Voltages) |
- |
7000 |
|
- |
13.3(Electric Strength at operating temperature) |
- |
3000 |
|
- |
13.2(Leakage current at operating temperature) |
- |
3000 |
|
- |
13(Leakage current and electric strength at operating temperature) |
- |
6000 |
|
- |
11.3(Heating) |
- |
5000 |
|
- |
11.2(General) |
- |
1000 |
|
- |
11.1(General) |
- |
1000 |
|
- |
10.2(Current input) |
- |
3000 |
|
- |
10.1(Power input) |
- |
3000 |
|
- |
8.1.4(Protection against live parts against protective impedance) |
- |
3000 |
|
- |
8.1.3(Protection against live parts in visible glowing heating elements) |
- |
2000 |
|
- |
8.1.2(Protection against live parts in openings) |
- |
2000 |
|
- |
8.1.1(Protection against live parts in all positions) |
- |
5000 |
|
- |
7(Marking and instructions) |
- |
2000 |
|
- |
15.2(Moisture resistance) |
- |
4000 |
|
- |
19.17(Abnormal operation) |
- |
3000 |
|
- |
20.1(Stability and mechanical hazards) |
- |
3000 |
|
- |
21.2(Mechanical strength) |
- |
4000 |
|
- |
21.3(Mechanical strength) |
- |
3000 |
|
- |
22.5(Construction) |
- |
3000 |
|
- |
22.6(Construction) |
- |
3000 |
|
- |
22.11(Construction) |
- |
3000 |
|
- |
22.16(Construction) |
- |
3000 |
|
- |
22.42(Construction) |
- |
3000 |
|
- |
23.3(Internal wiring) |
- |
4000 |
|
- |
25(Supply connection and external flexible cords) |
- |
5000 |
|
- |
25.7(Supply connection and external flexible cords) |
- |
4000 |
|
- |
25.14(Supply connection and external flexible cords) |
- |
5000 |
|
- |
25.15(Supply connection and external flexible cords) |
- |
4000 |
|
- |
26.5(Terminals for external conductors) |
- |
3000 |
|
- |
27.5(Provision for earthing) |
- |
3000 |
|
- |
28.1(Screws and connections) |
- |
3000 |
|
- |
B.22.1(Construction) |
- |
3000 |
|
- |
B.22.3(Construction) |
- |
3000 |
|
- |
B.22.4(Construction) |
- |
3000 |
|
- |
B.22.5(Construction) |
- |
3000 |
|
- |
A.2(Earth continuity test) |
- |
3000 |
|
- |
15.2(Spillage Test) |
- |
4000 |
|
- |
17(Over Load Protection of Transformers and associated circuits) |
- |
5000 |
|
- |
12(Charging of metal-ion batteries) |
- |
4000 |
|
- |
6(Classification) |
- |
1000 |
|
- |
5(General conditions for the tests) |
- |
1000 |
|
- |
11.8(Temperature rise) |
- |
4000 |
|
- |
11.7(Duration corresponding) |
- |
1000 |
|
- |
11.6(Combined appliances) |
- |
1000 |
|
- |
11.5(Motor-operated appliances) |
- |
1000 |
|
- |
11.4(Heating appliances) |
- |
1000 |
|
- |
8.1.5(Live parts of built-in appliances) |
- |
2000 |
|
- |
17(Overload protection of transformers and associated circuits) |
- |
5000 |
|
- |
16(Leakage current and electric strength) |
- |
5000 |
|
- |
4(General requirement) |
- |
1000 |
|
- |
31(Resistance to Rusting) |
- |
2000 |
|
- |
30.2(Needle Flame Test) |
- |
4000 |
|
- |
30.2(Glow Wire Test) |
- |
4000 |
|
- |
30.1(Ball pressure test) |
- |
4000 |
|
- |
29(clearance, creepage distances and solid insulation) |
- |
3000 |
|
- |
28(Screw test and connections) |
- |
8000 |
|
- |
27(Provision for earthing) |
- |
3000 |
|
- |
26(Terminals for external conductors) |
- |
6000 |
|
- |
25(Supply connection and external flexible cords) |
- |
12000 |
|
- |
24(Components) |
- |
3000 |
|
- |
23(Internal wiring) |
- |
6000 |
|
- |
22(Construction) |
- |
9000 |
|
- |
21(Mechanical Strength) |
- |
3000 |
|
- |
20(Stability and mechanical hazards) |
- |
3000 |
|
- |
19(Abnormal Operation) |
- |
6500 |
|
- |
16.3(Electric Strength (after clause 15 and 16.2)) |
- |
3000 |
|
- |
16.2(Leakage Current (after Clause 15)) |
- |
3000 |
|
- |
16.1(General) |
- |
1000 |
|
- |
16.0(General) |
- |
1000 |
|
- |
15.3(Humidity Test) |
- |
5000 |
|
- |
15.1(Ingress Protection test other than IPX0 (IP test)) |
- |
6000 |
|
- |
15.0(Moisture resistance) |
- |
10000 |
|
- |
14(Transient Over Voltages) |
- |
7000 |
|
- |
13.3(Electric Strength at operating temperature) |
- |
3000 |
|
- |
13.2(Leakage current at operating temperature) |
- |
3000 |
|
- |
13(Leakage current and electric strength at operating temperature) |
- |
6000 |
|
- |
11.3(Heating) |
- |
5000 |
|
- |
11.2(General) |
- |
1000 |
|
- |
11.1(General) |
- |
1000 |
|
- |
10.2(Current input) |
- |
3000 |
|
- |
10.1(Power input) |
- |
3000 |
|
- |
8.1.4(Protection against live parts against protective impedance) |
- |
3000 |
|
- |
8.1.3(Protection against live parts in visible glowing heating elements) |
- |
2000 |
|
- |
8.1.2(Protection against live parts in openings) |
- |
2000 |
|
- |
8.1.1(Protection against live parts in all positions) |
- |
5000 |
|
- |
7(Marking and instructions) |
- |
2000 |
|
- |
15.2(Moisture resistance) |
- |
4000 |
|
- |
19.17(Abnormal operation) |
- |
3000 |
|
- |
20.1(Stability and mechanical hazards) |
- |
3000 |
|
- |
21.2(Mechanical strength) |
- |
4000 |
|
- |
21.3(Mechanical strength) |
- |
3000 |
|
- |
22.5(Construction) |
- |
3000 |
|
- |
22.6(Construction) |
- |
3000 |
|
- |
22.11(Construction) |
- |
3000 |
|
- |
22.16(Construction) |
- |
3000 |
|
- |
22.42(Construction) |
- |
3000 |
|
- |
23.3(Internal wiring) |
- |
4000 |
|
- |
25(Supply connection and external flexible cords) |
- |
5000 |
|
- |
25.7(Supply connection and external flexible cords) |
- |
4000 |
|
- |
25.14(Supply connection and external flexible cords) |
- |
5000 |
|
- |
25.15(Supply connection and external flexible cords) |
- |
4000 |
|
- |
26.5(Terminals for external conductors) |
- |
3000 |
|
- |
27.5(Provision for earthing) |
- |
3000 |
|
- |
28.1(Screws and connections) |
- |
3000 |
|
- |
B.22.1(Construction) |
- |
3000 |
|
- |
B.22.3(Construction) |
- |
3000 |
|
- |
B.22.4(Construction) |
- |
3000 |
|
- |
B.22.5(Construction) |
- |
3000 |
|
- |
A.2(Earth continuity test) |
- |
3000 |
|
- |
15.2(Spillage Test) |
- |
4000 |
|
- |
17(Over Load Protection of Transformers and associated circuits) |
- |
5000 |
|
- |
|
18 Dec, 2027 |
- Included w.e.f.21.08.2025
exclusion
Cl 19.11.4.1 to Cl 19.11.4.7 EMI/EMC
Cl 22.32 (Construction)
Annex C (Ageing test on motors)
Annex D (Thermal motor protectors)
Cl 22.16 (Construction)
Cl 32 (Radiation Toxicity and Similar Hazards) |
10 |
IS 6529 (1996) |
Stainless steel blooms, billets and slabs for forging - Specification (First Revision) |
- |
12000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7.1,7.2,7.3 Table 1(Carbon-Relevant parts of IS 228 or any other established instrumental /Chemical method) |
- |
1000 |
|
- |
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Carbon) |
- |
0 |
|
- |
7.1,7.2,7.3 Table 1(Sulphur-Relevant parts of IS 228 or any other established instrumental /Chemical method) |
- |
500 |
|
- |
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Sulphur) |
- |
0 |
|
- |
7.1,7.2,7.3 Table 1(Phosphorous-Relevant parts of IS 228 or any other established instrumental /Chemical method) |
- |
500 |
|
- |
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Phosphorus) |
- |
0 |
|
- |
7.1,7.2,7.3 Table 1(Manganese-Relevant parts of IS 228 or any other established instrumental /Chemical method) |
- |
500 |
|
- |
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Manganese) |
- |
0 |
|
- |
7.1,7.2,7.3 Table 1(Silicon-Relevant parts of IS 228 or any other established instrumental /Chemical method) |
- |
500 |
|
- |
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Silicon) |
- |
0 |
|
- |
7.1,7.2,7.3 Table 1(Chromium-Relevant parts of IS 228 or any other established instrumental /Chemical method) |
- |
500 |
|
- |
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Chromium) |
- |
0 |
|
- |
7.1,7.2,7.3 Table 1(Nickel-Relevant parts of IS 228 or any other established instrumental /Chemical method) |
- |
500 |
|
- |
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Nickel ) |
- |
0 |
|
- |
7.1,7.2,7.3 Table 1(Molybdenum-Relevant parts of IS 228 or any other established instrumental /Chemical method) |
- |
500 |
|
- |
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Molybdenum) |
- |
0 |
|
- |
7.1,7.2,7.3 Table 1(Titanium-Relevant parts of IS 228 or any other established instrumental /Chemical method) |
- |
500 |
|
- |
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Titanium) |
- |
0 |
|
- |
7.1,7.2,7.3 Table 1(Niobium-Relevant parts of IS 228 or any other established instrumental /Chemical method) |
- |
500 |
|
- |
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Niobium) |
- |
0 |
|
- |
7.3(Copper-Relevant parts of IS 228 or any other established instrumental /Chemical method) |
- |
500 |
|
- |
7.1,7.2,7.3 Table 1(Selenium-Relevant parts of IS 228 or any other established instrumental /Chemical method) |
- |
1000 |
|
- |
7.1,7.2,7.3 Table 1(Others(Nitrogen)-Relevant parts of IS 228 or any other established instrumental /Chemical method) |
- |
1000 |
|
- |
9(Hardness) |
- |
1000 |
|
- |
10(Dimensional Tolerances) |
- |
500 |
|
- |
6(Freedom from defects) |
- |
500 |
|
- |
14(Marking) |
- |
0 |
|
- |
14(Marking) |
- |
0 |
|
- |
13(Corrosion Resistance- IS 10461(Part1)) |
- |
4500 |
|
- |
13(Corrosion Resistance- IS 10461(Part2)) |
- |
2500 |
|
- |
|
18 Dec, 2027 |
- Included w.e.f 12.09.2025 |
11 |
IS 16353 (2015) |
Portland Cement Clinker - Specification |
Ground Sample required |
20000 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) |
- |
4000 |
|
Ratio of percentage of lime to percentages of silica, alumina and iron oxide |
Clause 5 Table 1(Ratio of percentage of alumina to that of iron oxide,) |
- |
2000 |
|
Ratio of percentage of alumina to that of iron oxide, |
Clause 5 Table 1(C3S, percent by mass) |
- |
2000 |
|
C3S, percent by mass |
Clause 5 Table 1(C3A, percent by mass) |
- |
2000 |
|
C3A, percent by mass |
Clause 5 Table 1(C3S+C2S, percent by mass) |
- |
4000 |
|
C3S+C2S, percent by mass |
Clause 5 Table 1(Total sulphur content calculated as sulphuric anhydride (SO3)) |
- |
750 |
|
Total sulphur content calculated as sulphuric anhydride (SO3) |
Clause 5 Table 1(Chloride content) |
- |
750 |
|
Chloride content |
Clause 5 Table 1(Magnesia) |
- |
750 |
|
Magnesia |
Clause 5 Table 1(Alkali content) |
- |
2500 |
|
Alkali content |
Clause 5 Table 1(Total loss on ignition) |
- |
1500 |
|
Total loss on ignition |
Clause 5 Table 1(Insoluble residue) |
- |
1500 |
|
Insoluble residue |
Clause 5 Table 1(Free lime) |
- |
1500 |
|
Free lime |
6.1 Table 3 iii)
(Granulometric composition of clinker(Size >50 mm)) |
- |
5000 |
|
Granulometric composition of clinker |
6.2 Table 3 ii)
(Granulometric composition of clinker(Size 5-50 mm)) |
- |
5000 |
|
Granulometric composition of clinker |
6.2 Table 3 i) (Granulometric composition of clinker(Size <5 mm)) |
- |
5000 |
|
Granulometric composition of clinker |
6.1 Table 2 iii) c)
IS 4031 (Part 6)(Compressive Strength at 672±4 h) |
- |
5000 |
|
Compressive Strength |
6.1 Table 2 iii) a)
IS 4031 (Part 6)(Compressive Strength at 72±1 h) |
- |
5000 |
|
Compressive Strength |
6.1 Table 2 ii) b)
IS 4031 (Part 5)(Final Setting time) |
- |
2000 |
|
Initial & Final setting Time |
6.1 Table 2 ii) a)
IS 4031 (Part 5)(Initial Setting time) |
- |
2000 |
|
Initial & Final setting Time |
6.1 Table 2 i) b)
IS 4031 (Part 3)(Soundness by Autoclave test method) |
- |
3000 |
|
Soundness by Autoclave test method |
6.1 Table 2 iii) b)
IS 4031 (Part 6)(Compressive Strength at 168±2 h) |
- |
5000 |
|
Compressive Strength |
6.1 Table 2 i) a)
IS 4031 (Part 3)(Soundness by Le-Chatelier method) |
- |
1000 |
|
Soundness by Le-Chatelier method |
|
18 Dec, 2027 |
- - |
12 |
IS 17546 (2021) |
Chlorinated polyvinyl chloride CPVC fittings for potable hot and cold water distribution supplies Specification |
All |
140000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
3.1(Nominal Size(DN)) |
- |
0 |
|
- |
3.2(Nominal Outside Diameter) |
- |
500 |
|
- |
3.3(Mean Inside Diameter of Socket at Entry) |
- |
500 |
|
- |
3.4(Mean Inside Diameter of Socket at Shoulder (Bottom)) |
- |
500 |
|
- |
3.4(Mean Inside Diameter of Socket at Shoulder (Bottom)) |
- |
500 |
|
- |
3.5(Out-of-Roundness (Ovality)) |
- |
500 |
|
- |
3.6(Nominal Wall Thickness) |
- |
500 |
|
- |
3.7(Minimum Wall Thickness) |
- |
500 |
|
- |
3.8(Tolerance) |
- |
0 |
|
- |
3.9(Working Pressure) |
- |
0 |
|
- |
3.1(Standard Dimension Ratio) |
- |
0 |
|
- |
3.11(Type Tests) |
- |
85000 |
|
- |
3.11(Acceptance Tests) |
- |
1000 |
|
- |
6(Composition) |
- |
0 |
|
- |
7(Dimensions of fitting) |
- |
1000 |
|
- |
8.2(Opacity) |
- |
1000 |
|
- |
8.1(Visual Appearance) |
- |
100 |
|
- |
8.3(Stress Relief Test) |
- |
1500 |
|
- |
8.4(Vicat softening Temperature) |
- |
1500 |
|
- |
8.5(Density) |
- |
1500 |
|
- |
8.6(Effect on water) |
- |
7000 |
|
- |
9(Mechanical Properties) |
- |
0 |
|
- |
11(Marking) |
- |
0 |
|
- |
Cl-6.2.2(Compound Chlorine Content) |
- |
2000 |
|
- |
Cl-6.2.5(Verification of the Malfunction Temperature) |
- |
10000 |
|
- |
Cl-9.1(Hydrostatic Characteristics) |
- |
16000 |
|
- |
Cl-9.2(Thermal Stability by Hydrostatic Pressure Testing) |
- |
75000 |
|
- |
3.1(Nominal Size(DN)) |
- |
0 |
|
- |
3.2(Nominal Outside Diameter) |
- |
1000 |
|
- |
3.3(Mean Inside Diameter of Socket at Entry) |
- |
1000 |
|
- |
3.4(Mean Inside Diameter of Socket at Shoulder (Bottom)) |
- |
1000 |
|
- |
3.4(Mean Inside Diameter of Socket at Shoulder (Bottom)) |
- |
1000 |
|
- |
3.5(Out-of-Roundness (Ovality)) |
- |
100 |
|
- |
3.6(Nominal Wall Thickness) |
- |
1000 |
|
- |
3.7(Minimum Wall Thickness) |
- |
1000 |
|
- |
3.8(Tolerance) |
- |
0 |
|
- |
3.9(Working Pressure) |
- |
0 |
|
- |
3.1(Standard Dimension Ratio) |
- |
0 |
|
- |
3.11(Type Tests) |
- |
85000 |
|
- |
3.11(Acceptance Tests) |
- |
55000 |
|
- |
6(Composition) |
- |
0 |
|
- |
7(Dimensions of fitting) |
- |
1000 |
|
- |
8.2(Opacity) |
- |
1500 |
|
- |
8.1(Visual Appearance) |
- |
100 |
|
- |
8.3(Stress Relief Test) |
- |
1500 |
|
- |
8.4(Vicat softening Temperature) |
- |
1500 |
|
- |
8.5(Density) |
- |
1500 |
|
- |
8.6(Effect on water) |
- |
7000 |
|
- |
9(Mechanical Properties) |
- |
0 |
|
- |
11(Marking) |
- |
0 |
|
- |
Cl-6.2.2(Compound Chlorine Content) |
- |
2000 |
|
- |
Cl-6.2.5(Verification of the Malfunction Temperature) |
- |
10000 |
|
- |
Cl-9.1(Hydrostatic Characteristics) |
- |
16000 |
|
- |
Cl-9.2(Thermal Stability by Hydrostatic Pressure Testing) |
- |
75000 |
|
- |
|
18 Dec, 2027 |
- Included w.e.f 11.06.2025 |
13 |
IS 13487 (2024) |
Irrigation Equipment — Emitters — Specification |
All |
8000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl-5.1(Connections) |
- |
1000 |
|
- |
Cl-5.2(Emitter Ends) |
- |
500 |
|
- |
Cl-5.3(Materials) |
- |
0 |
|
This is not a test |
Cl-6.1(Test Specimens) |
- |
0 |
|
This is not a test |
Cl-6.2.1(polyethylene pipe) |
- |
0 |
|
This is not a test |
Cl-6.2.2("grease or chemicals
") |
- |
0 |
|
This is not a test |
Cl-6.2.3(water temperature) |
- |
0 |
|
This is not a test |
Cl-6.3(Accuracy or Measuring Devices) |
- |
0 |
|
This is not a test |
Cl-7.1(Construction and Workmanship) |
- |
100 |
|
- |
Cl-7.2(Flow Paths in Emitter) |
- |
500 |
|
- |
Cl-7.3(Resistance to Hydrostatic Pressure) |
- |
1000 |
|
- |
Cl-7.4(Emitter Pull-Out) |
- |
1000 |
|
- |
Cl-7.4.1(In-Line Emitters) |
- |
1000 |
|
- |
Cl-7.4.2(On-Line Emitters) |
- |
1000 |
|
- |
Cl-8.1.1(Uniformity of Emission Rate) |
- |
2000 |
|
- |
Cl-8.1.2(Emission Rate as Function of Inlet Pressure) |
- |
2000 |
|
- |
Cl-8.1.3(Determination of Emitter Exponent) |
- |
8000 |
|
- |
Cl-9(Marking) |
- |
100 |
|
- |
|
18 Dec, 2027 |
- Included w.e.f 21.05.2025 |
14 |
IS 6528 (2024) |
Stainless steel wire - Specification ( Second Revision ) |
From Diameter 0.20 mm onwards |
20000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
As per Clause 6(FREEDOM FROM DEFECTS) |
- |
1000 |
|
- |
As per clause 7(CARBON) |
- |
1000 |
|
- |
As per clause 7(SILICON) |
- |
1000 |
|
- |
As per clause 7(MANGANESE) |
- |
1000 |
|
- |
As per clause 7(PHOSPHORUS) |
- |
1000 |
|
- |
As per clause 7(SULPHUR) |
- |
1000 |
|
- |
As per clause 7(CHROMIUM) |
- |
1000 |
|
- |
As per clause 7(MOLYBEDNUM) |
- |
500 |
|
- |
As per clause 7(NICKEL) |
- |
1000 |
|
- |
As per clause 7(NITROGEN) |
- |
1000 |
|
- |
As per clause 7(COPPER) |
- |
500 |
|
- |
As per clause 7(NIOBIUM) |
- |
500 |
|
- |
As per clause 7(TITANIUM) |
- |
500 |
|
- |
As per clause 7(ALUMINIUM) |
- |
500 |
|
- |
As per clause 8(HEAT TREATMENT) |
- |
0 |
|
- |
As per clause 9(Dimension Tolerance) |
- |
1000 |
|
- |
As per clause 10(TENSILE TEST) |
- |
3000 |
|
- |
As per clause 10.2(REVERSE BEND TEST) |
- |
2000 |
|
- |
As per clause 10.3(TORSION TEST) |
- |
2000 |
|
- |
As per clause 14(FINISH) |
- |
0 |
|
- |
As per clause 15(CORROSION RESISTANCE) |
- |
5000 |
|
- |
As per clause 16.2(MARKING) |
- |
0 |
|
- |
|
18 Dec, 2027 |
- Included w.e.f 21.05.2025 |
15 |
IS 14333 (2022) |
Polyethylene Pipes for Sewerage and Industrial Chemicals and Effluent � Specification (First Revision) |
UP TO 315 MM |
42000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.2.1,T2("Base Density
(At 27°C Temp.)-IS 7328:2020 ") |
- |
1000 |
|
- |
5.2.1,T2(Melt Flow Rate (At 190°C /5kg)-IS 2530:1963) |
- |
1000 |
|
- |
5.2.1,T2(Thermal Stability(Oxidation Induction Time)-IS 4984:2016(Annexure-B)) |
- |
5000 |
|
- |
5.2.1,T2("Volatile Matter- IS 4984:2016
(Annexure-C)") |
- |
1000 |
|
- |
5.2.1,T2("Water Content-IS 4984:2016
(Annexure-D)") |
- |
1000 |
|
- |
5.3(Loading of Carbon Black - IS 2530:1963) |
- |
1000 |
|
- |
5.3(Ash content- Any Method) |
- |
1000 |
|
- |
5.3(Toluene extract - Any Method) |
- |
1500 |
|
- |
5.3("Maximum volatile matter -IS 4984:2016
(Annexure-C)") |
- |
1000 |
|
- |
5.3(Carbon black particle size - Any Method) |
- |
500 |
|
- |
5.4(Antioxidant - Any Method) |
- |
2000 |
|
- |
6.2(Colour- IS 14333-2022) |
- |
100 |
|
- |
7.1(Visual Appearance- IS 14333-2022) |
- |
100 |
|
- |
7.2(Length- IS 14333-2022) |
- |
100 |
|
- |
7.4,T3 of IS 4984(Outside Diameter-IS 4984-2016) |
- |
100 |
|
- |
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 27 oC , Test Period - 100 hrs.-IS 4984-2016 (Annexure-E)) |
- |
4000 |
|
- |
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 48 hrs.-IS 4984-2016 (Annexure-E)) |
- |
2000 |
|
- |
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 165 hrs.-IS 4984-2016 (Annexure-E)) |
- |
7000 |
|
- |
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 1000 hrs.-IS 4984-2016 (Annexure-E)) |
- |
10000 |
|
- |
8.1.2, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 48 hrs.-IS 4984-2016 (Annexure-E)) |
- |
10000 |
|
- |
8.2("Longitudinal Reversion Test - IS 4984-2016
(Annexure-F)") |
- |
1500 |
|
- |
8.3(Carbon black content- IS 2530-1963) |
- |
1000 |
|
- |
8.3(Carbon black content Dispersion- IS 2530-1963) |
- |
1000 |
|
- |
8.4(Melt Flow rate(Temperature - 190oC,Mass 5kg)-IS 2530-1963) |
- |
1000 |
|
- |
8.6(Density-IS 7328:2020) |
- |
1000 |
|
- |
8.7("Tensile Strength for Butt Fusion - IS 4984-2016
(Annexure-G)") |
- |
3000 |
|
- |
8.8,T5("Tensile - IS 4984-2016
(Annexure-H)") |
- |
1000 |
|
- |
8.8,T5("Elongation -IS 4984-2016
(Annexure-H)") |
- |
1000 |
|
- |
8.9(Slow Crack Growth Rate{Internal Pressure creep Rupture test, Temperature - 80±1 oC , Test Pressure – 0.80MPa, Test Period - 500 hrs.-IS 4984-2016 (Annexure-E &J)) |
- |
8000 |
|
- |
5.2.1.1, T2(Compound Density-IS 7328:2020) |
- |
1000 |
|
- |
5.2.1.1, T2("Compound carbon black -IS 2530:1963
content") |
- |
1000 |
|
- |
5.2.1.1, T2(Compound Toluene extract - Any Method) |
- |
1500 |
|
- |
5.2.1.1, T2(Compound maximum volatile matter -IS 4984:2016 (Annexure-C)) |
- |
1000 |
|
- |
5.2.1.1, T2(Compound carbon black particle size- Any Method) |
- |
1000 |
|
- |
5.2.1.1, T2(Compound ash content - Any Method) |
- |
1000 |
|
- |
6(Pipe Description - IS 14333-2022) |
- |
100 |
|
- |
7.3(Coiling- IS 14333-2022) |
- |
100 |
|
- |
7.4,T4 of IS 4984(wall Thickness-IS 4984-2016) |
- |
100 |
|
- |
7.4,T3 of IS 4984(Ovality-IS 4984-2016) |
- |
100 |
|
- |
8.5(Oxidation Induction Time -IS 4984:2016(Annexure-B)) |
- |
5000 |
|
- |
5.2.1.1, T2("Compound carbon black -IS 2530:1963
dispersion") |
- |
1000 |
|
- |
5.2.1,T2("Base Density
(At 27°C Temp.)-IS 7328:2020 ") |
- |
1000 |
|
- |
5.2.1,T2(Melt Flow Rate (At 190°C /5kg)-IS 2530:1963) |
- |
1000 |
|
- |
5.2.1,T2(Thermal Stability(Oxidation Induction Time)-IS 4984:2016(Annexure-B)) |
- |
5000 |
|
- |
5.2.1,T2("Volatile Matter- IS 4984:2016
(Annexure-C)") |
- |
1000 |
|
- |
5.2.1,T2("Water Content-IS 4984:2016
(Annexure-D)") |
- |
1000 |
|
- |
5.3(Loading of Carbon Black - IS 2530:1963) |
- |
1000 |
|
- |
5.3(Ash content- Any Method) |
- |
1000 |
|
- |
5.3(Toluene extract - Any Method) |
- |
1500 |
|
- |
5.3("Maximum volatile matter -IS 4984:2016
(Annexure-C)") |
- |
1000 |
|
- |
5.3(Carbon black particle size - Any Method) |
- |
500 |
|
- |
5.4(Antioxidant - Any Method) |
- |
2500 |
|
- |
6.2(Colour- IS 14333-2022) |
- |
100 |
|
- |
7.1(Visual Appearance- IS 14333-2022) |
- |
500 |
|
- |
7.2(Length- IS 14333-2022) |
- |
1000 |
|
- |
7.4,T3 of IS 4984(Outside Diameter-IS 4984-2016) |
- |
1000 |
|
- |
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 27 oC , Test Period - 100 hrs.-IS 4984-2016 (Annexure-E)) |
- |
1000 |
|
- |
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 48 hrs.-IS 4984-2016 (Annexure-E)) |
- |
2000 |
|
- |
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 165 hrs.-IS 4984-2016 (Annexure-E)) |
- |
4000 |
|
- |
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 1000 hrs.-IS 4984-2016 (Annexure-E)) |
- |
6000 |
|
- |
8.1.2, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 48 hrs.-IS 4984-2016 (Annexure-E)) |
- |
10000 |
|
- |
8.2("Longitudinal Reversion Test - IS 4984-2016
(Annexure-F)") |
- |
1500 |
|
- |
8.3(Carbon black content- IS 2530-1963) |
- |
1000 |
|
- |
8.3(Carbon black content Dispersion- IS 2530-1963) |
- |
1000 |
|
- |
8.4(Melt Flow rate(Temperature - 190oC,Mass 5kg)-IS 2530-1963) |
- |
1000 |
|
- |
8.6(Density-IS 7328:2020) |
- |
1000 |
|
- |
8.7("Tensile Strength for Butt Fusion - IS 4984-2016
(Annexure-G)") |
- |
2500 |
|
- |
8.8,T5("Tensile - IS 4984-2016
(Annexure-H)") |
- |
1000 |
|
- |
8.8,T5("Elongation -IS 4984-2016
(Annexure-H)") |
- |
1000 |
|
- |
8.9(Slow Crack Growth Rate{Internal Pressure creep Rupture test, Temperature - 80±1 oC , Test Pressure – 0.80MPa, Test Period - 500 hrs.-IS 4984-2016 (Annexure-E &J)) |
- |
8000 |
|
- |
5.2.1.1, T2(Compound Density-IS 7328:2020) |
- |
1000 |
|
- |
5.2.1.1, T2("Compound carbon black -IS 2530:1963
content") |
- |
1000 |
|
- |
5.2.1.1, T2(Compound Toluene extract - Any Method) |
- |
1500 |
|
- |
5.2.1.1, T2(Compound maximum volatile matter -IS 4984:2016 (Annexure-C)) |
- |
1000 |
|
- |
5.2.1.1, T2(Compound carbon black particle size- Any Method) |
- |
500 |
|
- |
5.2.1.1, T2(Compound ash content - Any Method) |
- |
1000 |
|
- |
6(Pipe Description - IS 14333-2022) |
- |
100 |
|
- |
7.3(Coiling- IS 14333-2022) |
- |
100 |
|
- |
7.4,T4 of IS 4984(wall Thickness-IS 4984-2016) |
- |
1000 |
|
- |
7.4,T3 of IS 4984(Ovality-IS 4984-2016) |
- |
1000 |
|
- |
8.5(Oxidation Induction Time -IS 4984:2016(Annexure-B)) |
- |
5000 |
|
- |
5.2.1.1, T2("Compound carbon black -IS 2530:1963
dispersion") |
- |
1000 |
|
- |
|
18 Dec, 2027 |
- Included w.e.f.09.04.2025
Exclusion
Cl 5.3 (Density of Higher olefin - IS 7328:2020)
Cl 5.3 (Olefin Constituents- 14333-2022) |
16 |
IS 12818 (2010) |
Unplasticized polyvinyl chloride (Pvc - U) screen and casing pipes for bore/tubewells - Specification (Second Revision) |
- |
15000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5(COLOUR) |
- |
250 |
|
NA |
7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Mean Outer Diameter of Pipe) |
- |
250 |
|
NA |
7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Outer Diameter at any point ) |
- |
250 |
|
NA |
7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Mean Outer Diameter over Connection) |
- |
250 |
|
NA |
7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Wall thickness) |
- |
250 |
|
NA |
7.2 and Table 5, 6 & 7
Fig 1B(DIMENSIONS - Casing Pipes) |
- |
500 |
|
NA |
7.2 and Table 5, 6 & 7
Fig 1B(Nominal Diameter) |
- |
250 |
|
NA |
7.2 and Table 5, 6 & 7
Fig 1B(Mean Outer Diameter of Pipe, Min) |
- |
250 |
|
NA |
7.2 and Table 5, 6 & 7
Fig 1B(Mean Outer Diameter of Pipe , Max) |
- |
250 |
|
NA |
7.2 and Table 5, 6 & 7
Fig 1B(Outer Diameter at any point , Min) |
- |
250 |
|
NA |
7.2 and Table 5, 6 & 7
Fig 1B(Outer Diameter at any point, Max) |
- |
250 |
|
NA |
7.2 and Table 5, 6 & 7
Fig 1B(Mean Outer Diameter over Connection) |
- |
250 |
|
NA |
7.2 and Table 5, 6 & 7
Fig 1B(Wall thickness, Min) |
- |
250 |
|
NA |
7.2 and Table 5, 6 & 7
Fig 1B(Wall thickness, Max) |
- |
250 |
|
NA |
7.3.1(No.of Ribs) |
- |
250 |
|
NA |
7.3.2(Rib height) |
- |
250 |
|
NA |
7.4 Table 8 & 9
Fig 1(Effective length, l2) |
- |
400 |
|
NA |
7.4 Table 8 & 9
Fig 1(Segmental length, l3) |
- |
500 |
|
NA |
7.4 Table 8 & 9
Fig 1(Segmental length, l4) |
- |
500 |
|
NA |
7.4 Table 8 & 9
Fig 1(Segmental length, l5) |
- |
500 |
|
NA |
7.5 and Table 10
Fig 2A & 2B(Summation of slot lengths over internal circumference of the cross- section.) |
- |
250 |
|
NA |
7.5 and Table 10
Fig 2A & 2B(Minimum number of slots on the circumference of the cross-section.) |
- |
250 |
|
NA |
7.5 and Table 10
Fig 2A & 2B(Approximate Free Passage Area, in Percent (Mean Value) for Width of Slot (w)) |
- |
500 |
|
NA |
8.1 to 8.3 and Table 11 &12
Fig 3A & 4A(THREADING OF SCREEN ANDCASING PIPES.
IS 554.) |
- |
500 |
|
NA |
8.4(Sealing rings - Hardness) |
- |
500 |
|
NA |
8.4.1 and Table 13
Fig 3B & 4B(Dimensions of sealing elements) |
- |
500 |
|
NA |
8.4.1 and Table 13
Fig 3B & 4B(Dimensions of sealing elements) |
- |
500 |
|
NA |
9.1(Visual Appearance) |
- |
250 |
|
NA |
9.2(Internal Diameter) |
- |
500 |
|
NA |
9.3(Density
IS 12235 (Part 14)) |
- |
750 |
|
NA |
9.4 and Table 14(Resistance to External Blows at 0 ?C
IS 12235 (Part 9)) |
- |
2000 |
|
NA |
9.5(Tensile Strength
IS 12235(Part 13)) |
- |
2500 |
|
NA |
4.1.1
(VCM Content as per IS 10151 (Annex A)) |
- |
5000 |
|
OK |
9.7(Effect on Water
a) Lead (first extraction)
b) Lead (Third extraction)
c) Dialkyl Tin C4 & higher homologues measured as Tin (Third extraction)
d) Cadmium (All three extracts)
e) Mercury (All three extracts)
f) Other Toxic Substances
) |
- |
5000 |
|
- |
|
18 Dec, 2027 |
- - |
17 |
IS 14735 (1999) |
Unplasticized Polyvinyl Chloride (UPVC) Injection Moulded Fittings for Soil and Waste Discharge System for Inside and Outside Buildings Including Ventilation and Rain Water System - |
NA |
12500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7.1,Table 1(Wall thickness) |
- |
1000 |
|
ok |
7.2 ,Table 2&3(Socket Dimensions) |
- |
7000 |
|
ok |
7.3(Dimensions of waste trap(Nahani Trap) |
- |
7000 |
|
ok |
10(Workmanship) |
- |
500 |
|
ok |
11.4,Table 5(Vent cowl) |
- |
7000 |
|
ok |
11.5,Table 6(Pipe Clips) |
- |
7000 |
|
ok |
12.1(Visual appearance) |
- |
500 |
|
ok |
12.2(Stress relief test) |
- |
5000 |
|
ok |
12.3(Vicat softening tempewrature) |
- |
2000 |
|
ok |
Cl.13, IS 12235 (P-7)-2004, (Resistance to Sulphuric Acid) |
- |
2000 |
|
ok |
Cl.14, Annex A(Titanium Di-Oxide Content) |
- |
2000 |
|
ok |
Cl.15, Annex B(Sulphated Ash Content) |
- |
2000 |
|
ok |
16.1(Impact test) |
- |
5000 |
|
ok |
17(Watet tightness of joint) |
- |
1000 |
|
ok |
12.4(Effect on water test) |
- |
5000 |
|
ok |
|
18 Dec, 2027 |
- - |
18 |
IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
All |
20000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Clause 7.1.1
(General Quality) |
- |
1000 |
|
Sound, visual defects and cracks of paver blocks
15000(Without optional tests), 20000(With optional tests) |
Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
500 |
|
Sound, visual defects and cracks of paver blocks |
Clause 7.1.3
(Colour and Texture) |
- |
500 |
|
Bonding and Delamination between the layers of paver blocks, |
Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
500 |
|
Bonding and Delamination between the layers of paver blocks, |
Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
3000 |
|
All Dimension |
Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
3000 |
|
All Dimension |
Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
3000 |
|
All Dimension |
Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
3000 |
|
All Dimension |
Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
3000 |
|
All Dimension |
Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
3000 |
|
All Dimension |
Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
3000 |
|
All Dimension |
Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
3000 |
|
All Dimension |
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
3000 |
|
All Dimension |
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
3000 |
|
All Dimension |
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
3000 |
|
All Dimension |
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
3000 |
|
All Dimension |
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
3000 |
|
All Dimension |
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
3000 |
|
All Dimension |
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
3000 |
|
All Dimension |
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
3000 |
|
All Dimension |
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
3000 |
|
All Dimension |
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
3000 |
|
All Dimension |
Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
3000 |
|
All Dimension |
Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
3000 |
|
Water absorption |
Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
3000 |
|
Water absorption |
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
5000 |
|
Compressive strength |
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
5000 |
|
Compressive strength |
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
5000 |
|
Dry and wet Abrasion Resistance |
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
5000 |
|
Dry and wet Abrasion Resistance |
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
5000 |
|
Dry and wet Abrasion Resistance |
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
5000 |
|
Dry and wet Abrasion Resistance |
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
5000 |
|
Tensile splitting strength |
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
5000 |
|
Tensile splitting strength |
Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
5000 |
|
Flexural strength |
Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
5000 |
|
Flexural strength |
Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
5000 |
|
Tensile splitting strength and failure load per unit length |
Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
5000 |
|
Tensile splitting strength and failure load per unit length |
Clause 7.3, Annex G(Individual Breaking Load) |
- |
5000 |
|
Flexural strength and Breaking Load |
Clause 7.3, Annex G(Average Breaking Load) |
- |
5000 |
|
Flexural strength and Breaking Load |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
10000 |
|
Freeze Thaw durability complete cycles |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
10000 |
|
Freeze Thaw durability complete cycles |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
10000 |
|
Freeze Thaw durability complete cycles |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles) |
- |
10000 |
|
Freeze Thaw durability complete cycles |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
10000 |
|
Freeze Thaw durability complete cycles |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
10000 |
|
Freeze Thaw durability complete cycles |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
10000 |
|
Freeze Thaw durability complete cycles |
|
18 Dec, 2027 |
- - |
19 |
IS 4985 (2021) |
UNPLASTICIZED PVC PIPES FOR POTABLE WATER SUPPLIES SPECIFICATION Fourth Revision |
Upto 315 mm |
27500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Minimum)) |
- |
1000 |
|
Outside Diameter |
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Mamimum)) |
- |
1000 |
|
Outside Diameter |
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Minimum)) |
- |
1000 |
|
Diameter at any Point |
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Maximum)) |
- |
1000 |
|
Diameter at any Point |
7.1.2.1(DIMENSIONS-PIPE-Thickness(Minimum)) |
- |
1000 |
|
Wall Thickness |
7.1.2.1(DIMENSIONS-PIPE-Thickness(Maximum)) |
- |
1000 |
|
Wall Thickness |
7.1.2.1(DIMENSIONS-PIPE-Average Thickness) |
- |
1000 |
|
Wall Thickness |
7.2.1(DIMENSIONS-Socket) |
- |
1000 |
|
DIMENSIONS-Socket |
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Minimum Length) |
- |
1000 |
|
Socket Length |
7.2.1.2(a)-Table 5(DIMENSIONS-Sockets for elastomeric sealing ring joints-Minimum depth of engagement) |
- |
1000 |
|
DIMENSIONS-Sockets for elastomeric sealing ring joints-Minimum depth of engagement |
9.1(PIPE ENDS) |
- |
1000 |
|
Pipe Ends |
10.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance) |
- |
500 |
|
Visual Appearance |
10.1(Colour) |
- |
500 |
|
Testing charges as per parameter |
10.7(Sulphated Ash Content) |
- |
3000 |
|
Sulphated Ash Content |
10.2(PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity) |
- |
5000 |
|
Opacity |
10.4(PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test) |
- |
2000 |
|
Reversion Test |
10.5(PHYSICAL AND CHEMICAL CHARACTERISTICS- Vicat Softening Temperature) |
- |
5000 |
|
Vicat Softening Temperature |
10.6(PHYSICAL AND CHEMICAL CHARACTERISTICS- Density) |
- |
1000 |
|
Density |
11.2(Resistance to External Blows at 0°C) |
- |
5000 |
|
Resistance to External Blows at 0°C |
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)) |
- |
5000 |
|
Hydrostatic Pressure Test (Acceptance Test) |
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)) |
- |
15000 |
|
Hydrostatic Pressure Test (Type Test) |
10.3(Effect on Water Test) |
- |
7500 |
|
Testing charges as per parameter |
7.2.1.1 Table3(Angle of taper (Note-1)) |
- |
500 |
|
Testing charges as per parameter |
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)-for Integral Sealing Ring Sockets) |
- |
2000 |
|
OK |
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Integral Sealing Ring Sockets) |
- |
10000 |
|
OK |
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Minimum)) |
- |
500 |
|
OK |
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Maximum)) |
- |
500 |
|
OK |
8(SEALING RINGS) |
- |
1000 |
|
OK |
13.1(Marking) |
- |
300 |
|
OK |
7.1.3(mean outside diameter, outside diameter at
any point, and wall thickness of plumbing pipes) |
- |
1000 |
|
OK |
6.1.1(VCM Content) |
- |
5000 |
|
OK |
6.1.2(PVC Resin) |
- |
5000 |
|
OK |
|
18 Dec, 2027 |
- - |
20 |
IS 5872 (1990) |
Cold rolled steel strips (Box Strappings) - Specification |
All |
8220 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 6(UTM) |
- |
5000 |
|
UTM |
Cl 7(Bending To Both Side At 90°, Then Straight) |
- |
2000 |
|
Reverse Bend Test |
Cl 9(Workmanship) |
- |
1000 |
|
Freedom from Defects |
Cl 10(Width & Thickness) |
- |
1000 |
|
Dimensions |
Cl 12(Coating) |
- |
7500 |
|
Salt Spray Test
72 Hours -1500
96 Hours – 2000
144 Hours -3500
500 Hours - 7500 |
Cl. 10.2(Thickness) |
- |
1000 |
|
Dimension |
Cl. 6 Table 3(Elongation at 50 mm gauge length) |
- |
5000 |
|
Elongation |
5(Chemical Composition) |
- |
18000 |
|
Testing charges parameter wise |
|
18 Dec, 2027 |
- - |
21 |
IS 513 : Part 2 (2016) |
Cold reduced carbon steel sheet and strip: Part 2 high tensile and multi - Phase steel (Sixth Revision) |
All |
12750 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 7(UTM) |
- |
5000 |
|
UTM |
Cl 8.5(Workmanship) |
- |
2000 |
|
Surface Roughness Test |
Cl 9(Workmanship) |
- |
500 |
|
Freedom from Defects |
Cl 10(Length, Width & Thickness) |
- |
500 |
|
Dimension |
6.0(ALUMINIUM) |
- |
500 |
|
Aluminium |
6.0(MICRO ALLOYS) |
- |
500 |
|
Aluminium |
6.0(SILICON) |
- |
500 |
|
Silicon |
6.0(MANGANESE) |
- |
500 |
|
Manganese |
6.0(PHOSPHORUS) |
- |
500 |
|
Phosphorous |
6.0(SULPHUR) |
- |
500 |
|
Sulphur |
6.0(CARBON) |
- |
500 |
|
Carbon |
6.0(NITROGEN) |
- |
1500 |
|
Nitrogen |
Cl. 8.5.3 Table 6(Surface Roughness) |
- |
2000 |
|
Surface Roughness |
Cl. 10(Out of square) |
- |
500 |
|
Dimension |
Cl. 10(Flatness) |
- |
500 |
|
Dimension |
Cl. 10(Camber) |
- |
500 |
|
Dimension |
Cl. 10(Width) |
- |
500 |
|
Dimension |
Cl. 10(Thickness) |
- |
500 |
|
Dimension |
Cl. 7.3 Table 4A & 4B(Tensile Strain Hardening) |
- |
2000 |
|
Tensile Strain Hardening |
|
18 Dec, 2027 |
- - |
22 |
IS 8887 (2018) |
Bitumen emulsion for roads (Cationic Type) - Specification (Third Revision) |
- |
15000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6.6.2 Table-1; 1(ix) 2(Tests on residue: Penetration (Grade RS-1) IS 1203) |
- |
1500 |
|
Tests on residue: Penetration |
6.6.2 Table-1; 1(ix) 2(Tests on residue: Penetration (Grade RS-2) IS 1203) |
- |
1500 |
|
Tests on residue: Penetration |
6.6.2 Table-1; 1(ix) 2(Tests on residue: Penetration (Grade MS) IS 1203) |
- |
1500 |
|
Tests on residue: Penetration |
6.6.2 Table-1; 1(ix) 2(Tests on residue: Penetration (Grade SS-1) IS 1203) |
- |
1500 |
|
Tests on residue: Penetration |
6.6.2 Table-1; 1(ix) 2(Tests on residue: Penetration (Grade SS-2) IS 1203) |
- |
1500 |
|
Tests on residue: Penetration |
6.6.2 Table-1; 1(ix) 3(Tests on residue: Ductility (Grade RS-1) IS 1208) |
- |
1500 |
|
Tests on residue: Ductility |
6.6.2 Table-1; 1(ix) 3(Tests on residue: Ductility (Grade RS-2) IS 1208) |
- |
1500 |
|
Tests on residue: Ductility |
6.6.2 Table-1; 1(ix) 3(Tests on residue: Ductility (Grade MS) IS 1208) |
- |
1500 |
|
Tests on residue: Ductility |
6.6.2 Table-1; 1(ix) 3(Tests on residue: Ductility (Grade SS-1) IS 1208) |
- |
1500 |
|
Tests on residue: Ductility |
6.6.2 Table-1; 1(ix) 3(Tests on residue: Ductility (Grade SS-2) IS 1208) |
- |
1500 |
|
Tests on residue: Ductility |
6.6.2 Table-1; 1(i)(Residue on 600 micron IS Sieve, (Grad RS-1) IS 8, Annex 9) |
- |
1200 |
|
Tests on residue: Ductility |
6.6.2 Table-1; 1(i)(Residue on 600 micron IS Sieve, (Grad RS-2) Annex 9) |
- |
1200 |
|
Tests on residue: Ductility |
6.6.2 Table-1; 1(i)(Residue on 600 micron IS Sieve, (Grad MS) Annex 9) |
- |
1200 |
|
Tests on residue: Ductility |
6.6.2 Table-1; 1(i)(Residue on 600 micron IS Sieve, (Grad SS-1) Annex 9) |
- |
1200 |
|
Tests on residue: Ductility |
6.6.2 Table-1; 1(i)(Residue on 600 micron IS Sieve, (Grad SS-2) Annex 9) |
- |
1200 |
|
Tests on residue: Ductility |
6.6.2 Table-1; 1(ii) (1)(Viscosity by saybolt furol viscometer, seconds (Grad RS-1), IS 3117) |
- |
1200 |
|
Viscosity by saybolt furol viscometer |
6.6.2 Table-1; 1(ii) (1)(Viscosity by saybolt furol viscometer, seconds (Grad RS-2) |
- |
1200 |
|
Viscosity by saybolt furol viscometer |
6.6.2 Table-1; 1(ii) (1)(Viscosity by saybolt furol viscometer, seconds (Grad MS), IS 3117) |
- |
1200 |
|
Viscosity by saybolt furol viscometer |
6.6.2 Table-1; 1(ii) (1)(Viscosity by saybolt furol viscometer, seconds (Grad SS-1), IS 3117) |
- |
1200 |
|
Viscosity by saybolt furol viscometer |
6.6.2 Table-1; 1(ii) (1)(Viscosity by saybolt furol viscometer, seconds (Grad SS-2), IS 3117) |
- |
1200 |
|
Viscosity by saybolt furol viscometer |
6.6.2 Table-1; 1(iii)(Coagulation of emulsion at low temperature (Grad RS-1), Annex C) |
- |
1200 |
|
Coagulation of emulsion at low temperature |
6.6.2 Table-1; 1(iii)(Coagulation of emulsion at low temperature (Grad RS-2), Annex C) |
- |
1200 |
|
Coagulation of emulsion at low temperature |
6.6.2 Table-1; 1(iii)(Coagulation of emulsion at low temperature (Grad MS), Annex C) |
- |
1200 |
|
Coagulation of emulsion at low temperature |
6.6.2 Table-1; 1(iii)(Coagulation of emulsion at low temperature (Grad SS-1), Annex C) |
- |
1200 |
|
Coagulation of emulsion at low temperature |
6.6.2 Table-1; 1(iii)(Coagulation of emulsion at low temperature (Grad SS-2), Annex C) |
- |
1200 |
|
Coagulation of emulsion at low temperature |
6.6.2 Table-1; 1(iv)(Storage stability after 24 h (Grad RS-1), Annex D) |
- |
2000 |
|
Storage stability after 24 h |
6.6.2 Table-1; 1(iv)(Storage stability after 24 h (Grad RS-2), Annex D) |
- |
2000 |
|
Storage stability after 24 h |
6.6.2 Table-1; 1(iv)(Storage stability after 24 h (Grade MS), Annex D) |
- |
2000 |
|
Storage stability after 24 h |
6.6.2 Table-1; 1(iv)(Storage stability after 24 h (Grade SS-1), Annex D) |
- |
2000 |
|
Storage stability after 24 h |
6.6.2 Table-1; 1(iv)(Storage stability after 24 h (Grade SS-2), Annex D) |
- |
2000 |
|
Storage stability after 24 h |
6.6.2 Table-1; 1(v)(Particle charge (Grad RS-1), Annex E) |
- |
1500 |
|
Particle charge |
6.6.2 Table-1; 1(v)(Particle charge (Grad RS-2), Annex E) |
- |
1500 |
|
Particle charge |
6.6.2 Table-1; 1(v)(Particle charge (Grad MS), Annex E) |
- |
1500 |
|
Particle charge |
6.6.2 Table-1; 1(v)(Particle charge (Grad SS-1), Annex E) |
- |
1500 |
|
Particle charge |
6.6.2 Table-1; 1(v)(Particle charge (Grad SS-2), Annex E) |
- |
1500 |
|
Particle charge |
6.6.2 Table-1; 1(vi) 1(Coating ability and water resistance:
Coating, dry aggregate (Grade RS-1) Annex F) |
- |
1500 |
|
Coating ability and water resistance:
Coating |
6.6.2 Table-1; 1(vi) 1(Coating ability and water resistance:
Coating, dry aggregate (Grade RS-2) Annex F) |
- |
1500 |
|
Coating ability and water resistance:
Coating |
6.6.2 Table-1; 1(vi) 1(Coating ability and water resistance:
Coating, dry aggregate (Grade MS) Annex F) |
- |
1500 |
|
Coating ability and water resistance:
Coating |
6.6.2 Table-1; 1(vi) 1(Coating ability and water resistance:
Coating, dry aggregate (Grade SS-1) Annex F) |
- |
1500 |
|
Coating ability and water resistance:
Coating |
6.6.2 Table-1; 1(vi) 1(Coating ability and water resistance:
Coating, dry aggregate (Grade SS-2) Annex F) |
- |
1500 |
|
Coating ability and water resistance:
Coating |
6.6.2 Table-1; 1(vi) 2(Coating ability and water resistance:
Coating, after spraying (Grade RS-1) Annex F) |
- |
1500 |
|
Coating ability and water resistance:
Coating |
6.6.2 Table-1; 1(vi) 2(Coating ability and water resistance:
Coating, after spraying (Grade RS-2) Annex F) |
- |
1500 |
|
Coating ability and water resistance:
Coating |
6.6.2 Table-1; 1(vi) 2(Coating ability and water resistance:
Coating, after spraying (Grade MS) Annex F) |
- |
1500 |
|
Coating ability and water resistance:
Coating |
6.6.2 Table-1; 1(vi) 2(Coating ability and water resistance:
Coating, after spraying (Grade SS-1) Annex F) |
- |
1500 |
|
Coating ability and water resistance:
Coating |
6.6.2 Table-1; 1(vi) 2(Coating ability and water resistance:
Coating, after spraying (Grade SS-2) Annex F) |
- |
1500 |
|
Coating ability and water resistance:
Coating |
6.6.2 Table-1; 1(vi) 3(Coating ability and water resistance:
Coating, wet aggregate (Grade RS-1) Annex F) |
- |
1500 |
|
Coating ability and water resistance:
Coating |
6.6.2 Table-1; 1(vi) 3(Coating ability and water resistance:
Coating, wet aggregate (Grade RS-2) Annex F) |
- |
1500 |
|
Coating ability and water resistance:
Coating |
6.6.2 Table-1; 1(vi) 3(Coating ability and water resistance:
Coating, wet aggregate (Grade MS) Annex F) |
- |
1500 |
|
Coating ability and water resistance:
Coating |
6.6.2 Table-1; 1(vi) 3(Coating ability and water resistance:
Coating, wet aggregate (Grade SS-1) Annex F) |
- |
1500 |
|
Coating ability and water resistance:
Coating |
6.6.2 Table-1; 1(vi) 3(Coating ability and water resistance:
Coating, wet aggregate (Grade SS-2) Annex F) |
- |
1500 |
|
Coating ability and water resistance:
Coating |
6.6.2 Table-1; 1(vi) 4(Coating ability and water resistance:
Coating, After Spraying (Grade RS-1) Annex F) |
- |
1500 |
|
Coating ability and water resistance:
Coating |
6.6.2 Table-1; 1(vi) 4(Coating ability and water resistance:
Coating, After Spraying (Grade RS-2) Annex F) |
- |
1500 |
|
Coating ability and water resistance:
Coating |
6.6.2 Table-1; 1(vi) 4(Coating ability and water resistance:
Coating, After Spraying (Grade MS) Annex F) |
- |
1500 |
|
Coating ability and water resistance:
Coating |
6.6.2 Table-1; 1(vi) 4(Coating ability and water resistance:
Coating, After Spraying (Grade SS-1) Annex F) |
- |
1500 |
|
Coating ability and water resistance:
Coating |
6.6.2 Table-1; 1(vi) 4(Coating ability and water resistance:
Coating, After Spraying (Grade SS-2) Annex F) |
- |
1500 |
|
Coating ability and water resistance:
Coating |
6.6.2 Table-1; 1(vii)(Stability to mixing with cement (Grade SS-2) Annex G) |
- |
1500 |
|
Stability to mixing with cement |
6.6.2 Table-1; 1(viii)(Miscibility with water (Grade RS-1) Annex H) |
- |
1500 |
|
Miscibility with water |
6.6.2 Table-1; 1(viii)(Miscibility with water (Grade RS-2) Annex H) |
- |
1500 |
|
Miscibility with water |
6.6.2 Table-1; 1(viii)(Miscibility with water (Grade MS) Annex H) |
- |
1500 |
|
Miscibility with water |
6.6.2 Table-1; 1(viii)(Miscibility with water (Grade SS-1) Annex H) |
- |
1500 |
|
Miscibility with water |
6.6.2 Table-1; 1(viii)(Miscibility with water (Grade SS-2) Annex H) |
- |
1500 |
|
Miscibility with water |
6.6.2 Table-1; 1(ix) 1(Tests on residue: Residue by evaporation (Grade RS-1) Annex J) |
- |
1500 |
|
Tests on residue: Residue by evaporation |
6.6.2 Table-1; 1(ix) 1(Tests on residue: Residue by evaporation (Grade RS-2) Annex J) |
- |
1500 |
|
Tests on residue: Residue by evaporation |
6.6.2 Table-1; 1(ix) 1(Tests on residue: Residue by evaporation (Grade MS) Annex J) |
- |
1500 |
|
Tests on residue: Residue by evaporation |
6.6.2 Table-1; 1(ix) 1(Tests on residue: Residue by evaporation (Grade SS-2) Annex J) |
- |
1500 |
|
Tests on residue: Residue by evaporation |
6.6.2 Table-1; 1(ix) 4(Tests on residue: Solubility I tricholoethylne,
(Grade RS-1) IS 1216) |
- |
1200 |
|
Tests on residue: Solubility I tricholoethylne |
6.6.2 Table-1; 1(ix) 4(Tests on residue: Solubility I tricholoethylne,
(Grade RS-2) IS 1216) |
- |
1200 |
|
Tests on residue: Solubility I tricholoethylne, |
6.6.2 Table-1; 1(ix) 4(Tests on residue: Solubility I tricholoethylne,
(Grade MS) IS 1216) |
- |
1200 |
|
Tests on residue: Solubility I tricholoethylne, |
6.6.2 Table-1; 1(ix) 4(Tests on residue: Solubility I tricholoethylne,
(Grade SS-1) IS 1216) |
- |
1200 |
|
Tests on residue: Solubility I tricholoethylne, |
6.6.2 Table-1; 1(ix) 4(Tests on residue: Solubility I tricholoethylne,
(Grade SS-2) IS 1216) |
- |
1200 |
|
Tests on residue: Solubility I tricholoethylne, |
6.6.2 Table-1; 1(x) 1(Distillation in percent volume of distillate recovered at 360°C (SS-1)) |
- |
2000 |
|
Distillation |
6.6.2 Table-1; 1(xi)(Water content (Grade SS-1)) |
- |
1200 |
|
Water content |
|
18 Dec, 2027 |
- - |
23 |
IS 12701 (1996) |
Rotational moulded polyethylene water storage tanks - specification (First Revision) |
- |
19420 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.2.3(Carbon Black Content ) |
- |
2000 |
|
CBC |
4.2.3(Carbon Dispersion Test) |
- |
2000 |
|
Can't write Remark in Complete Testing charges hence we are mention here ,Complete Testing Charges -- Upto 1000 ltr—13500, 1000 to 3000 ltrs—18500, More than 3000 ltrs--30000 |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
1000 |
|
ok |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
1000 |
|
ok |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
1000 |
|
ok |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
1000 |
|
ok |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
1000 |
|
ok |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
1000 |
|
ok |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
1000 |
|
ok |
5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
1000 |
|
ok |
5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
1000 |
|
ok |
5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
1000 |
|
ok |
5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
1000 |
|
ok |
5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
1000 |
|
ok |
5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
1000 |
|
ok |
5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
1000 |
|
ok |
5.3(Types and Features ) |
- |
1000 |
|
ok |
5.6(Types and Features ) |
- |
1000 |
|
ok |
6.1(Finish) |
- |
500 |
|
ok |
7.1.1(Resistance to Deformation) |
- |
1000 |
|
ok |
7.1.2(Resistance to Deformation) |
- |
2000 |
|
ok |
7.2(Resistance to Impact) |
- |
3000 |
|
ok |
7.3(Test for Top Load Resistance) |
- |
3000 |
|
ok |
7.4(Tensile Strength) |
- |
5000 |
|
ok |
7.5(Flexural Modulus) |
- |
5000 |
|
ok |
7.6(overall Migration) |
- |
5000 |
|
ok |
9.2.1(Man-Hole and Hand-Hole Lids) |
- |
1000 |
|
ok |
9.2(Man-Hole and Hand-Hole Lids) |
- |
1000 |
|
ok |
9.1(Man-Hole and Hand-Hole Lids) |
- |
1000 |
|
ok |
9.1(Lid Thickness) |
- |
1000 |
|
ok |
5.4(Wall Thickness above effective height) |
- |
1000 |
|
ok |
5.2 Table 2 (7)(Minimum Wall Thickness) |
- |
1000 |
|
ok |
5.1 Table 1 (7)(Minimum Weight of Tank (Without Lid)) |
- |
2500 |
|
ok |
|
18 Dec, 2027 |
- - |
24 |
IS 1239 : Part 1 (2004) |
Steel Tubes, Tubulars and Other Wrought Steel Fittings : Part 1 Steel Tubes (BI-LINGUAL) |
All |
15000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 15(Workmanship) |
- |
100 |
|
Workmanship |
Cl. 8 Table 3,4 & 5(Outside Diameter) |
- |
350 |
|
Outside Diameter (Maximum) |
Cl 8(Outer Diameter, Thickness & Mass) |
- |
350 |
|
Outer Diameter (minimum) |
Cl. 8, 9 Table 3,4 & 5(Thickness) |
- |
100 |
|
Thickness |
Cl. 6.5(Height of Internal Fin) |
- |
100 |
|
Height of Internal Fin |
Cl. 8, 9 Table 3,4 & 5(Mass of Tube) |
- |
150 |
|
Mass of Tube |
Clause 11.2(Exact Length) |
- |
150 |
|
Exact Length |
Clause 11.1(Random Length) |
- |
150 |
|
Random Length |
Cl. 3.3, 10.2(Plain End) |
- |
150 |
|
Plain End |
Cl. 14.1(Tensile Strength) |
- |
2500 |
|
Tensile Strength |
Clause 14.1.1(Elongation Percent) |
- |
2500 |
|
Elongation Percent |
Cl. 14.2(Bend Test (uto and including 50 mm NB)) |
- |
500 |
|
Bend Test (upto and including 50 mm NB) |
Cl. 14.3(Flattening test (Over 50 mm NB)) |
- |
2000 |
|
Flattening test (Over 50 mm NB) |
6.1.1(MANGANESE) |
- |
500 |
|
MANGANESE |
6.2 AND AS PER IS 513(ALUMINIUM) |
- |
500 |
|
ALUMINIUM |
6.2 AND AS PER IS 513(SILICON) |
- |
500 |
|
SILICON |
6.2 AND AS PER IS 513(PHOSPHORUS) |
- |
500 |
|
PHOSPHORUS |
6.2 AND AS PER IS 513(SULPHUR) |
- |
500 |
|
SULPHUR |
6.2 AND AS PER IS 513(CARBON) |
- |
500 |
|
CARBON |
6.2 AND AS PER IS 10748(NITROGEN) |
- |
500 |
|
NITROGEN |
6.2 AND AS PER IS 10748(COPPER) |
- |
500 |
|
COPPER |
6.2 AND AS PER IS 10748(MICRO ALLOY) |
- |
1500 |
|
MICRO ALLOY |
12 AND AS PER IS 4736(UNIFORMITY OF ZINC COATING) |
- |
2000 |
|
UNIFORMITY OF ZINC COATING |
12 AND AS PER IS 4736(MASS OF ZINC COATING) |
- |
2000 |
|
MASS OF ZINC COATING |
|
18 Dec, 2027 |
- Upto 150mm NB. Scope restricted to plain ended pipes only. |
25 |
IS 15778 (2007) |
Chlorinated polyvinyl chloride (Cpvc) pipes for potable hot and cold water distribution supplies - Specification |
NA |
135000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6.2.1
Annex B(Chloride Content of Resin) |
- |
2000 |
|
ok |
6.3(Compound Properties) |
- |
10000 |
|
all compound test |
6.3.2
Annex C(Verification of the Malfunction Temperature, Tmal:
) |
- |
30000 |
|
ok |
6.3.2
IS 13360 (Part 3/See 1)(Density) |
- |
1000 |
|
ok |
7.1
IS 12235 (Part 1)
Table 2(Dimension of Pipes:
Mean outside Diameter) |
- |
1000 |
|
ok |
7.1,7.1.1
IS 12235 (Part 1)
Table 2(Outside Diameter at any point) |
- |
1000 |
|
ok |
7.1.2
IS 12235 (Part 1)
Table 2(Wall Thickness ) |
- |
1000 |
|
ok |
7.1.3 (Effective length) |
- |
1000 |
|
ok |
9.1(Visual Appearance) |
- |
300 |
|
ok |
9.2
IS 12235 (Part 3)(Opacity) |
- |
3000 |
|
ok |
Cl. 9.3,IS 4985 Cl. 10.3(Lead (first extraction)) |
- |
1500 |
|
ok |
Cl. 9.3,IS 4985 Cl. 10.3(Lead (third extraction)) |
- |
1500 |
|
ok |
Cl. 9.3,IS 4985 Cl. 10.3(Dialkyl tin C4 and higher homologues measured as tin (third extraction)) |
- |
1500 |
|
ok |
Cl. 9.3,IS 4985 Cl. 10.3(Mercury (for all three extracts) ) |
- |
1500 |
|
ok |
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances such as 'di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate' (third extraction) ) |
- |
1500 |
|
ok |
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances including di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate') |
- |
1500 |
|
ok |
9.4
IS 12235(Part 5/Sec 1 and Sec 2)(Reversion Test :
When tested by the method prescribed in IS 12235(Part 5/Sec 1 and Sec 2), a length of pipe 200 + 20 mm long shall not alter in length by more than 5 percent.) |
- |
5000 |
|
ok |
9.5
IS 12235(Part 2)(Vicat Softening Temperature:
When tested by the method prescribed in IS 12235(Part 2), the Vicat softening temperature of the specimen
shall not be less than 110°C.) |
- |
3000 |
|
ok |
9.6
IS 12235(Part 14)(Density) |
- |
1000 |
|
ok |
10.1
Table 3
IS 12235
(Part 8/Sec 1)(Hydrostatic Characteristics) |
- |
3000 |
|
ok |
10.1
Table 3
IS 12235
(Part 8/Sec 1)(Hydrostatic Characteristics) |
- |
10000 |
|
ok |
10.1
Table 3
IS 12235
(Part 8/Sec 1)(Hydrostatic Characteristics) |
- |
18000 |
|
ok |
10.2
Table 3
IS 12235
(Part 8/Sec 1)(Thermal Stability by Hydrostatic Pressure Testing) |
- |
75000 |
|
ok |
10.3
IS 4985
Table 4(Resistance to External Blow at O°C:
When tested by the method prescribed in IS 4985, with classified striker mass and drop height as given in Table 4, the pipe shall have a true impact rate of not more than 10 percent.) |
- |
3000 |
|
ok |
10.4
IS 12235(Part 19)(Flattening Test) |
- |
2000 |
|
ok |
10.5
IS 12235(Part 13)(Tensile Strength :
When tested by the method prescribed in IS 12235(Part 13), the tensile strength at yield shall not be less than 50 MPaat 27±2°C.
) |
- |
2000 |
|
ok |
7.1.1(Outside Diameter at any point (Maximum)) |
- |
1000 |
|
ok |
|
18 Dec, 2027 |
- - |
26 |
IS 2062 (2011) |
Hot rolled medium and high tensile structural steel - Specification (Seventh Revision) |
All |
12000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 7(Workmanship) |
- |
500 |
|
Freedom from Defects (Workmanship) |
Cl 10.3(UTM) |
- |
3000 |
|
Tensile Test |
Cl 11.3(Press) |
- |
1000 |
|
Bend Test |
Cl 12(Sudden Load Applied) |
- |
4000 |
|
Charpy Impact Test |
Cl 15(Length, Width & Thickness) |
- |
500 |
|
Dimension |
Cl 18(Weight) |
- |
500 |
|
Weight |
Clause - 5, 8.1 & 8.2(E250, CARBON +EQUIVELENT ) |
- |
500 |
|
CARBON +EQUIVELENT |
Clause - 5, 8.1 & 8.2(E250, ALUMINIUM) |
- |
500 |
|
Aluminium |
Clause - 5, 8.1 & 8.2(E250, SILICON) |
- |
500 |
|
Silicon |
Clause - 5, 8.1 & 8.2(E250, NITROGEN) |
- |
1500 |
|
Nitrogen |
Clause - 5, 8.1 & 8.2(E250 ,MANGANESE) |
- |
500 |
|
Manganese |
Clause - 5, 8.1 & 8.2(E250, PHOSPHURS) |
- |
500 |
|
Phosphorous |
Clause - 5, 8.1 & 8.2(E250, SULPHUR) |
- |
500 |
|
Sulphur |
Clause - 5, 8.1 & 8.2(E250, CARBON) |
- |
500 |
|
Carbon |
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
1500 |
|
Vanadium |
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
750 |
|
Molybdenum |
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
750 |
|
Chromium |
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
1500 |
|
Nickle |
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
750 |
|
Copper |
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Carbon Equivalent- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
CE |
Clause - 5, 8.1 & 8.2(E275, CARBON) |
- |
1500 |
|
Niobium |
Clause - 5, 8.1 & 8.2(E275, SULPHUR) |
- |
1500 |
|
Titanium |
Clause - 5, 8.1 & 8.2(E275, PHOSPHURS) |
- |
750 |
|
Boron |
Cl. 10.3 (Cl. 10.3 (Yield Stress)) |
- |
3000 |
|
Yield Stress |
Cl. 10.3 (Cl. 10.3 (Elongation %)) |
- |
3000 |
|
Elongation |
Cl. 15(Cl. 15 Round Bar: Out of Shape) |
- |
500 |
|
Dimension |
Cl. 15(Cl. 15 Round Bar: Diameter Minimum) |
- |
500 |
|
Dimension |
Cl. 15(Cl. 15 Square Bar: Out of Square) |
- |
500 |
|
Dimension |
Cl. 15(Cl. 15 Channel Section: Depth) |
- |
500 |
|
Dimension |
Cl. 15(Cl. 15 Channel Section: Width of Flange) |
- |
500 |
|
Dimension |
Cl. 15(Cl. 15 Channel Section: Flange Out of Square) |
- |
500 |
|
Dimension |
Cl. 15(Cl. 15 Channel Section: Flatness of Web (Convexity)) |
- |
500 |
|
Dimension |
Cl. 15(Cl. 15 Channel Section: Flatness of Web (Concavity)) |
- |
500 |
|
Dimension |
Cl. 15(Cl. 15 Channel Section: Camber) |
- |
500 |
|
Dimension |
Cl. 15 (Cl. 15 Channel Section: Sweep) |
- |
500 |
|
Dimension |
Cl. 15, 16(Off Centre of Web) |
- |
500 |
|
Dimension |
Cl. 15, 16(Flange out of square (I beam)) |
- |
500 |
|
Dimension |
Cl. 15, 16(Width of flange (I Beam)) |
- |
500 |
|
Dimension |
Cl. 15, 16(Mass (Plate)) |
- |
500 |
|
Mass |
Cl. 15, 16(Flange Slope) |
- |
500 |
|
Dimension |
Cl. 15, 16(Web Thickness) |
- |
500 |
|
Dimension |
Cl. 15, 16(Flange Thickness) |
- |
500 |
|
Dimension |
Cl. 15, 16(Out of Square (Flat)) |
- |
500 |
|
Dimension |
Cl. 15, 16(Width ) |
- |
500 |
|
Dimension |
Cl. 15, 16(Thickness ) |
- |
500 |
|
Dimension |
Cl. 15, 16(Sectional Area ) |
- |
500 |
|
Dimension |
Cl. 15, 16(Camber (Angle)) |
- |
500 |
|
Dimension |
Cl. 15, 16(Out of Square (Angle)) |
- |
500 |
|
Dimension |
Cl. 15, 16(Leg Length Difference (Angle)) |
- |
500 |
|
Dimension |
Cl. 15, 16(Leg Length B (Angle)) |
- |
500 |
|
Dimension |
Cl. 15, 16(Leg Length A (Angle)) |
- |
500 |
|
Dimension |
Cl. 15, 16(Toe Radius R2) |
- |
500 |
|
Dimension |
Cl. 15, 16(Root Radius R1) |
- |
500 |
|
Dimension |
|
18 Dec, 2027 |
- - |
27 |
IS 269 (2015) |
Ordinary portland cement - Specification (Sixth Revision) |
All |
15000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7 Table-3 v(Transverse Strength - IS 4031 Part 8 (Optional)) |
- |
4000 |
|
Transverse Strength |
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
3000 |
|
Compressive Strength |
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
3000 |
|
Compressive Strength |
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
3000 |
|
Compressive Strength |
7 Table-3 iii b(Setting Time Final) |
- |
1000 |
|
Setting Time |
7 Table-3 iii a(Setting Time Initial) |
- |
1000 |
|
Setting Time |
7 Table-3 ii b(Expansion by Autoclave) |
- |
1500 |
|
Soundness |
7 Table-3 ii a(Expansion by Le Chatelier) |
- |
1000 |
|
Soundness |
7 Table-3 i.(Fineness) |
- |
1000 |
|
Fineness |
6.1 Table-2 viii(Alkali content) |
- |
2000 |
|
Alkali |
6.1 Table-2 vii(Chloride content) |
- |
1000 |
|
Chloride content |
6.1 Table-2 vi(Loss on ignition) |
- |
750 |
|
Loss on ignition |
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride) |
- |
750 |
|
Total Sulphur Content calculated as Sulphuric Anhydride |
6.1 Table-2 iv(Magnesia) |
- |
500 |
|
Magnesia |
6 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985) |
- |
750 |
|
Insoluble residue |
6 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985) |
- |
1500 |
|
Ratio of percentage of lime to percentages of silica, alumina and iron oxide |
6 - Table - 1 ii(Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985) |
- |
1500 |
|
Ratio of percentage of alumina to that of iron oxide |
Clause 7
Table 3, SI No. (v)
(Compressive strength of Transverse Specimen, 672 ± 4 h) |
- |
4000 |
|
Transverse Strength, |
Clause 7
Table 3, SI No. (v)
(Transverse Strength, 168 ± 2 h) |
- |
4000 |
|
Transverse Strength, |
Clause 7
Table 3, SI No. (v)
(Compressive strength of Transverse Specimen, 168 ± 2 h) |
- |
4000 |
|
Transverse Strength, |
Clause 7
Table 3, SI No. (v)
(Transverse Strength, 72 ± 1 h) |
- |
4000 |
|
Transverse Strength, |
Clause 7
Table 3, SI No. (v)
(Compressive strength of Transverse Specimen, 72 ± 1 h) |
- |
4000 |
|
Transverse Strength, |
Clause 7
Table 3, SI No. (v)
(Transverse Strength, 672 ± 4 h) |
- |
4000 |
|
Transverse Strength, |
|
18 Dec, 2027 |
- - |
28 |
IS 1489 (Part 1) (2015) |
Portland pozzolana cement - Specification: Part 1 fly Ash Based |
All |
11000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10) |
- |
5000 |
|
Drying Shrinkage |
7 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional)) |
- |
5000 |
|
Transverse Strength |
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
3000 |
|
Compressive Strength |
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
3000 |
|
Compressive Strength |
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
3000 |
|
Compressive Strength |
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5) |
- |
2000 |
|
Setting Time (Initial & Final) |
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5) |
- |
2000 |
|
Setting Time (Initial & Final) |
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3) |
- |
2000 |
|
Soundness by Autoclave |
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3) |
- |
1000 |
|
Soundness by Le-Chatelier |
7 -Table 2- i(Fineness 4031 Part 2) |
- |
1000 |
|
Fineness by Blain Air Permeability |
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985) |
- |
2000 |
|
Alkali Content |
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985) |
- |
1500 |
|
Chloride Content |
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985) |
- |
1500 |
|
Loss of Ignition |
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985) |
- |
1000 |
|
Total Sulphur Content |
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985) |
- |
1000 |
|
Magnesia |
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985) |
- |
1000 |
|
Insoluble residue |
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985) |
- |
2000 |
|
Alkali Content |
Clause 7
Table 2 SI No. (v)
(Transverse Strength, 672 ± 4 h) |
- |
4000 |
|
Transverse Strength, |
Clause 7
Table 2 SI No. (v)
(Compressive strength of Transverse Specimen, 672 ± 4 h) |
- |
4000 |
|
Transverse Strength, |
Clause 7Table 2 SI No. (v)(Transverse Strength, 168 ± 2 h) |
- |
4000 |
|
Transverse Strength, |
Clause 7
Table 2 SI No. (v)
(Compressive strength of Transverse Specimen, 168 ± 2 h) |
- |
4000 |
|
Transverse Strength, |
Clause 7Table 2 SI No. (v)(Transverse Strength, 72 ± 1 h) |
- |
4000 |
|
Transverse Strength, |
Clause 7
Table 2 SI No. (v)
(Compressive strength of Transverse Specimen, 72 ± 1 h) |
- |
4000 |
|
Transverse Strength, |
|
18 Dec, 2027 |
- - |
29 |
IS 513 : Part 1 (2016) |
Cold reduced carbon steel sheet and strip: Part 1 cold forming and drawing purpose (Sixth Revision) |
All |
16000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7(Chemical Composition) |
- |
15000 |
|
Chemical Composition (All Parameters) |
Cl 8(UTM) |
- |
5000 |
|
Tensile |
Cl 9(Workmanship) |
- |
2000 |
|
Surface Finish |
Cl 9.6(Workmanship) |
- |
500 |
|
Oiling Visual |
Cl 10(Workmanship) |
- |
500 |
|
Freedom from Defects |
Cl 11(Length, Width & Thickness) |
- |
500 |
|
Dimensions |
Cl 8(UTM) |
- |
5000 |
|
Tensile |
Cl 9.5(Workmanship) |
- |
2000 |
|
Surface Finish |
Cl. 8.1 & Table
5A, 5B & 5C(Yield Stress) |
- |
5000 |
|
Yield Stress |
Cl. 9 Table 8(Surface roughness) |
- |
2000 |
|
Surface Roughness |
Cl. 11(Out of square) |
- |
500 |
|
Dimension |
Cl. 11(Flatness) |
- |
500 |
|
Dimension |
Cl. 11(Camber) |
- |
500 |
|
Dimension |
Cl. 11(Width) |
- |
500 |
|
Dimension |
Cl. 11(Thickness) |
- |
500 |
|
Dimension |
Cl. 8.7(Bake Hardening Index) |
- |
2000 |
|
Bake Hardening |
Cl. 8.6
Table 5A, 5B & 5C(Tensile Strain Hardening Component
(n-Value)) |
- |
2000 |
|
Tensile Strain Hardening |
Cl. 8.5
Table 5A, 5B & 5C(Plastic Strain Ratio
(r bar/r-90)) |
- |
1000 |
|
Plastic Strain Ratio |
Cl. 8.1 & Table
5A, 5B & 5C(Elongation at 50 mm gauge length) |
- |
5000 |
|
Elongation |
Cl. 8.1 & Table
5A, 5B & 5C(Elongation at 80 mm gauge length) |
- |
5000 |
|
Elongation |
Cl. 8.2(Cupping Test(Only for sheet and coils CR2, CR3, CR4(having thickness 0.5 mm-2.0 mm)) |
- |
1500 |
|
Cupping Test |
Cl. 8.4(Bend Test) |
- |
1000 |
|
Bend Test |
Cl. 8.3 Table 6(Hardness Test
( Only for CR0 & CR1)) |
- |
1000 |
|
Hardness Test |
|
18 Dec, 2027 |
- - |
30 |
IS 4984 (2016) |
Polyethylene pipes for water supply - Specification (Fifth Revision) |
Up to 315 |
3500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5, 5.1 table-1(MATERIALS) |
- |
0 |
|
This is not a test |
5.2(Polyethylene Resin) |
- |
5000 |
|
All Tests of Table 2 |
5.3(c)(Carbon Black Master Batch) |
- |
1500 |
|
ok |
5.3(d)(Carbon Black Master Batch) |
- |
1500 |
|
Ash Content |
8.3(Carbon black) |
- |
1500 |
|
CBC |
8.6(Overall migration) |
- |
5000 |
|
ok |
6, 6.1(PIPE DESCRIPTION) |
- |
0 |
|
Not a Test |
6, 6.1.1(PIPE DESCRIPTION) |
- |
0 |
|
No Clause available in IS 4984 : 2016 |
6.2(Colour) |
- |
500 |
|
ok |
6.2.1(6.1.1 Identification Stripes) |
- |
1000 |
|
ok |
7.2(Length) |
- |
500 |
|
ok |
7.4 table -3 & 4(6.1 Dimensions) |
- |
1000 |
|
ok |
7.4.1.2(Ovality) |
- |
500 |
|
ok |
8,/8.1/8.1.1 table-5(PERFORMANCE REQUIREMENTS / Hydraulic Characteristics/ Internal Pressure Creep Rupture Test of Pipe) |
- |
10000 |
|
ok |
8.1.2 table -5(Internal Pressure Creep Rupture Test of Pipe Joints) |
- |
2000 |
|
ok |
8.2(Longitudinal Reversion Test) |
- |
2000 |
|
ok |
8.4( Melt Flow Rate) |
- |
1500 |
|
ok |
8.5 (Oxidation Induction Time) |
- |
10000 |
|
ok |
8.7(Density) |
- |
1000 |
|
ok |
8.8(Tensile Strength for Butt-fusion) |
- |
10000 |
|
ok |
8.9 table-6(Elongation at Break) |
- |
2000 |
|
ok |
8.10(Slow Crack Growth Rate) |
- |
10000 |
|
ok |
|
18 Dec, 2027 |
- - |