1 |
IS 15834 (2020) |
Stainless Steel Sliding Door Bolts ( Aldrops ) for Use With Padlocks - Specification ( First Revision ) |
All Type |
6500.00 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 5(DIMENSIONS AND TOLERANCES) |
- |
6500.00 |
|
- |
Cl 5(DIMENSIONS AND TOLERANCES) |
- |
6500.00 |
|
- |
Cl 5(DIMENSIONS AND TOLERANCES) |
- |
6500.00 |
|
- |
Cl 5(DIMENSIONS AND TOLERANCES) |
- |
6500.00 |
|
- |
Cl 5(DIMENSIONS AND TOLERANCES) |
- |
6500.00 |
|
- |
Cl 5(DIMENSIONS AND TOLERANCES) |
- |
6500.00 |
|
- |
Cl 5(DIMENSIONS AND TOLERANCES) |
- |
6500.00 |
|
- |
Cl 5(DIMENSIONS AND TOLERANCES) |
- |
6500.00 |
|
- |
Cl 5(DIMENSIONS AND TOLERANCES) |
- |
6500.00 |
|
- |
Cl 5(DIMENSIONS AND TOLERANCES) |
- |
6500.00 |
|
- |
Cl 5(DIMENSIONS AND TOLERANCES) |
- |
6500.00 |
|
- |
Cl 5(DIMENSIONS AND TOLERANCES) |
- |
6500.00 |
|
- |
Cl 5(DIMENSIONS AND TOLERANCES) |
- |
6500.00 |
|
- |
Cl 5(DIMENSIONS AND TOLERANCES) |
- |
6500.00 |
|
- |
Cl 5(DIMENSIONS AND TOLERANCES) |
- |
6500.00 |
|
- |
Cl 5(DIMENSIONS AND TOLERANCES) |
- |
6500.00 |
|
- |
Cl 5(DIMENSIONS AND TOLERANCES) |
- |
6500.00 |
|
- |
Cl 5(DIMENSIONS AND TOLERANCES) |
- |
6500.00 |
|
- |
Cl 5(DIMENSIONS AND TOLERANCES) |
- |
6500.00 |
|
- |
Cl 6(MANUFACTURE) |
- |
6500.00 |
|
- |
Cl 7(FINISH) |
- |
6500.00 |
|
- |
5(DIMENSIONS AND TOLERANCES) |
- |
6500.00 |
|
- |
5(DIMENSIONS AND TOLERANCES) |
- |
6500.00 |
|
- |
5(DIMENSIONS AND TOLERANCES) |
- |
6500.00 |
|
- |
5(DIMENSIONS AND TOLERANCES) |
- |
6500.00 |
|
- |
5(DIMENSIONS AND TOLERANCES) |
- |
6500.00 |
|
- |
5(DIMENSIONS AND TOLERANCES) |
- |
6500.00 |
|
- |
5(DIMENSIONS AND TOLERANCES) |
- |
6500.00 |
|
- |
5(DIMENSIONS AND TOLERANCES) |
- |
6500.00 |
|
- |
5(DIMENSIONS AND TOLERANCES) |
- |
6500.00 |
|
- |
5(DIMENSIONS AND TOLERANCES) |
- |
6500.00 |
|
- |
5(DIMENSIONS AND TOLERANCES) |
- |
6500.00 |
|
- |
5(DIMENSIONS AND TOLERANCES) |
- |
6500.00 |
|
- |
5(DIMENSIONS AND TOLERANCES) |
- |
6500.00 |
|
- |
5(DIMENSIONS AND TOLERANCES) |
- |
6500.00 |
|
- |
5(DIMENSIONS AND TOLERANCES) |
- |
6500.00 |
|
- |
5(DIMENSIONS AND TOLERANCES) |
- |
6500.00 |
|
- |
5(DIMENSIONS AND TOLERANCES) |
- |
6500.00 |
|
- |
5(DIMENSIONS AND TOLERANCES) |
- |
6500.00 |
|
- |
5(DIMENSIONS AND TOLERANCES) |
- |
6500.00 |
|
- |
5(DIMENSIONS AND TOLERANCES) |
- |
6500.00 |
|
- |
Cl 5(DIMENSIONS AND TOLERANCES) |
- |
6500.00 |
|
- |
6(MANUFACTURE) |
- |
6500.00 |
|
- |
7(FINISH) |
- |
6500.00 |
|
- |
8(Marking) |
- |
6500.00 |
|
- |
8(Marking) |
- |
6500.00 |
|
- |
Cl.4(Carbon) |
- |
6500.00 |
|
- |
Cl.4(Sulphur) |
- |
6500.00 |
|
- |
Cl.4(Phosphorus) |
- |
6500.00 |
|
- |
Cl.4(Manganese) |
- |
6500.00 |
|
- |
Cl.4(Silicon) |
- |
6500.00 |
|
- |
Cl.4(Nickel) |
- |
6500.00 |
|
- |
Cl.4(Chromium) |
- |
6500.00 |
|
- |
Cl.4(Copper) |
- |
6500.00 |
|
- |
Cl.4(Molybdenum) |
- |
6500.00 |
|
- |
Cl.4(Nitrogen) |
- |
6500.00 |
|
- |
Cl.4(Titanium) |
- |
6500.00 |
|
- |
Cl.4(Niobium) |
- |
6500.00 |
|
- |
Sub-Clause. 10.3.1(Dimension) |
- |
6500.00 |
|
- |
Sub-Clause. 10.3.2(Tensile test) |
- |
6500.00 |
|
- |
Sub-Clause. 10.3.3(corrosion resistance) |
- |
6500.00 |
|
- |
|
02 Jun, 2027 |
- Included w.e.f 18.03.2025 |
2 |
IS 15833 (2009) |
Stainless Steel Tower Bolts -specification |
All Type |
5000.00 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Clause 4.2(Carbon Content) |
- |
5000.00 |
|
- |
Clause 4.2(Silicon) |
- |
5000.00 |
|
- |
Clause 4.2(Manganese) |
- |
5000.00 |
|
- |
Clause 4.2(nickel) |
- |
5000.00 |
|
- |
Clause 4.2(Chromium) |
- |
5000.00 |
|
- |
Clause 4.2(Sulphur) |
- |
5000.00 |
|
- |
Clause 4.2(Phosphorus) |
- |
5000.00 |
|
- |
Clause 4.2(Carbon Content) |
- |
5000.00 |
|
- |
Clause 4.2(Silicon) |
- |
5000.00 |
|
- |
Clause 4.2(Manganese) |
- |
5000.00 |
|
- |
Clause 4.2(nickel) |
- |
5000.00 |
|
- |
Clause 4.2(Chromium) |
- |
5000.00 |
|
- |
Clause 4.2(Sulphur) |
- |
5000.00 |
|
- |
Clause 4.2(Phosphorus) |
- |
5000.00 |
|
- |
Clause 4.2(Mech)(Phosphorus) |
- |
5000.00 |
|
- |
Clause 4.2(Mech)(Sulphur) |
- |
5000.00 |
|
- |
Clause 4.2(Mech)(Chromium) |
- |
5000.00 |
|
- |
Clause 4.2(Mech)(nickel) |
- |
5000.00 |
|
- |
Clause 4.2(Mech)(Manganese) |
- |
5000.00 |
|
- |
Clause 4.2(Mech)(Silicon) |
- |
5000.00 |
|
- |
Clause 4.2(Mech)(Carbon Content) |
- |
5000.00 |
|
- |
Cl 7(0) |
- |
5000.00 |
|
- |
Cl 6(DIMENSIONS) |
- |
5000.00 |
|
- |
Cl 6(DIMENSIONS) |
- |
5000.00 |
|
- |
Cl 6(DIMENSIONS) |
- |
5000.00 |
|
- |
Cl 6(DIMENSIONS) |
- |
5000.00 |
|
- |
Cl 6(DIMENSIONS) |
- |
5000.00 |
|
- |
Cl 6(DIMENSIONS) |
- |
5000.00 |
|
- |
Cl 6(DIMENSIONS) |
- |
5000.00 |
|
- |
Cl 6(DIMENSIONS) |
- |
5000.00 |
|
- |
Cl 6(DIMENSIONS) |
- |
5000.00 |
|
- |
Cl 6(DIMENSIONS) |
- |
5000.00 |
|
- |
Cl 5(MANUFACTURE) |
- |
5000.00 |
|
- |
Cl 4(MATERIAL) |
- |
5000.00 |
|
- |
Cl 3(NOMINAL SIZES) |
- |
5000.00 |
|
- |
Cl 3(NOMINAL SIZES) |
- |
5000.00 |
|
- |
8(Marking) |
- |
5000.00 |
|
- |
|
02 Jun, 2027 |
- Included w.e.f 17.03.2025 |
3 |
IS 13801 (2013) |
Chequered Cement Concrete Tiles - |
All Type |
5500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
(Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.) |
- |
500 |
|
- |
Cl 12.1(Concavity & Convexity ) |
- |
500 |
|
- |
Cl 12.2(Longest gap between the arms of the square and the edge of the title shall not exceed 2 percent of the length.) |
- |
500 |
|
- |
Cl 12.3(Shall not exceed 1 percent of the length of the edge.) |
- |
500 |
|
- |
Cl 12.4(Water absorption) |
- |
500 |
|
- |
Cl 12.5(Wet transverse strength) |
- |
1500 |
|
- |
Cl 12.6(Resistance to wear) |
- |
1500 |
|
- |
Cl 11(Finish) |
- |
500 |
|
- |
Annex G3.1(Aluminium oxide
content) |
- |
500 |
|
- |
(Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.) |
- |
500 |
|
- |
Cl 12.1(Concavity & Convexity ) |
- |
500 |
|
- |
Cl 12.2(Longest gap between the arms of the square and the edge of the title shall not exceed 2 percent of the length.) |
- |
500 |
|
- |
Cl 12.3(Shall not exceed 1 percent of the length of the edge.) |
- |
500 |
|
- |
Cl 12.4(Water absorption) |
- |
500 |
|
- |
Cl 12.5(Wet transverse strength) |
- |
1500 |
|
- |
Cl 12.6(Resistance to wear) |
- |
1500 |
|
- |
Cl 11(Finish) |
- |
500 |
|
- |
(Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.) |
- |
500 |
|
- |
Cl 12.1(Concavity & Convexity ) |
- |
500 |
|
- |
Cl 12.2(Longest gap between the arms of the square and the edge of the title shall not exceed 2 percent of the length.) |
- |
500 |
|
- |
Cl 12.3(Shall not exceed 1 percent of the length of the edge.) |
- |
500 |
|
- |
Cl 12.4(Water absorption) |
- |
500 |
|
- |
Cl 12.5(Wet transverse strength) |
- |
1500 |
|
- |
Cl 12.6(Resistance to wear) |
- |
1500 |
|
- |
Cl 11(Finish) |
- |
500 |
|
- |
Cl 11(Finish) |
- |
500 |
|
- |
Cl 12.6(Resistance to wear) |
- |
1500 |
|
- |
Cl 12.5(Wet transverse strength) |
- |
1500 |
|
- |
Cl 12.4(Water absorption) |
- |
500 |
|
- |
Cl 12.3(Shall not exceed 1 percent of the length of the edge.) |
- |
500 |
|
- |
Cl 12.2(Longest gap between the arms of the square and the edge of the title shall not exceed 2 percent of the length.) |
- |
500 |
|
- |
Cl 12.1(Concavity & Convexity ) |
- |
500 |
|
- |
(Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.) |
- |
500 |
|
- |
8.3(Thickness of wearing layer) |
- |
500 |
|
- |
(Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.) |
- |
500 |
|
- |
Cl 12.1(Concavity & Convexity ) |
- |
500 |
|
- |
Cl 12.2(Longest gap between the arms of the square and the edge of the title shall not exceed 2 percent of the length.) |
- |
500 |
|
- |
Cl 12.3(Shall not exceed 1 percent of the length of the edge.) |
- |
500 |
|
- |
Cl 12.4(Water absorption) |
- |
500 |
|
- |
Cl 12.5(Wet transverse strength) |
- |
1500 |
|
- |
Cl 12.6(Resistance to wear) |
- |
1500 |
|
- |
Cl 11(Finish) |
- |
500 |
|
- |
Annex G3.1(Aluminium oxide
content) |
- |
500 |
|
- |
(Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.) |
- |
500 |
|
- |
Cl 12.1(Concavity & Convexity ) |
- |
500 |
|
- |
Cl 12.2(Longest gap between the arms of the square and the edge of the title shall not exceed 2 percent of the length.) |
- |
500 |
|
- |
Cl 12.3(Shall not exceed 1 percent of the length of the edge.) |
- |
500 |
|
- |
Cl 12.4(Water absorption) |
- |
500 |
|
- |
Cl 12.5(Wet transverse strength) |
- |
1500 |
|
- |
Cl 12.6(Resistance to wear) |
- |
1500 |
|
- |
Cl 11(Finish) |
- |
500 |
|
- |
(Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.) |
- |
500 |
|
- |
Cl 12.1(Concavity & Convexity ) |
- |
500 |
|
- |
Cl 12.2(Longest gap between the arms of the square and the edge of the title shall not exceed 2 percent of the length.) |
- |
500 |
|
- |
Cl 12.3(Shall not exceed 1 percent of the length of the edge.) |
- |
500 |
|
- |
Cl 12.4(Water absorption) |
- |
500 |
|
- |
Cl 12.5(Wet transverse strength) |
- |
1500 |
|
- |
Cl 12.6(Resistance to wear) |
- |
1500 |
|
- |
Cl 11(Finish) |
- |
500 |
|
- |
Cl 11(Finish) |
- |
500 |
|
- |
Cl 12.6(Resistance to wear) |
- |
1500 |
|
- |
Cl 12.5(Wet transverse strength) |
- |
1500 |
|
- |
Cl 12.4(Water absorption) |
- |
500 |
|
- |
Cl 12.3(Shall not exceed 1 percent of the length of the edge.) |
- |
500 |
|
- |
Cl 12.2(Longest gap between the arms of the square and the edge of the title shall not exceed 2 percent of the length.) |
- |
500 |
|
- |
Cl 12.1(Concavity & Convexity ) |
- |
500 |
|
- |
(Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.) |
- |
500 |
|
- |
8.3(Thickness of wearing layer) |
- |
500 |
|
- |
(Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.) |
- |
- |
|
- |
Cl 12.1(Concavity & Convexity ) |
- |
- |
|
- |
Cl 12.2(Longest gap between the arms of the square and the edge of the title shall not exceed 2 percent of the length.) |
- |
- |
|
- |
Cl 12.3(Shall not exceed 1 percent of the length of the edge.) |
- |
- |
|
- |
Cl 12.4(Water absorption) |
- |
- |
|
- |
Cl 12.5(Wet transverse strength) |
- |
- |
|
- |
Cl 12.6(Resistance to wear) |
- |
- |
|
- |
Cl 11(Finish) |
- |
- |
|
- |
Annex G3.1(Aluminium oxide
content) |
- |
- |
|
- |
(Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.) |
- |
- |
|
- |
Cl 12.1(Concavity & Convexity ) |
- |
- |
|
- |
Cl 12.2(Longest gap between the arms of the square and the edge of the title shall not exceed 2 percent of the length.) |
- |
- |
|
- |
Cl 12.3(Shall not exceed 1 percent of the length of the edge.) |
- |
- |
|
- |
Cl 12.4(Water absorption) |
- |
- |
|
- |
Cl 12.5(Wet transverse strength) |
- |
- |
|
- |
Cl 12.6(Resistance to wear) |
- |
- |
|
- |
Cl 11(Finish) |
- |
- |
|
- |
(Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.) |
- |
- |
|
- |
Cl 12.1(Concavity & Convexity ) |
- |
- |
|
- |
Cl 12.2(Longest gap between the arms of the square and the edge of the title shall not exceed 2 percent of the length.) |
- |
- |
|
- |
Cl 12.3(Shall not exceed 1 percent of the length of the edge.) |
- |
- |
|
- |
Cl 12.4(Water absorption) |
- |
- |
|
- |
Cl 12.5(Wet transverse strength) |
- |
- |
|
- |
Cl 12.6(Resistance to wear) |
- |
- |
|
- |
Cl 11(Finish) |
- |
- |
|
- |
Cl 11(Finish) |
- |
- |
|
- |
Cl 12.6(Resistance to wear) |
- |
- |
|
- |
Cl 12.5(Wet transverse strength) |
- |
- |
|
- |
Cl 12.4(Water absorption) |
- |
- |
|
- |
Cl 12.3(Shall not exceed 1 percent of the length of the edge.) |
- |
- |
|
- |
Cl 12.2(Longest gap between the arms of the square and the edge of the title shall not exceed 2 percent of the length.) |
- |
- |
|
- |
Cl 12.1(Concavity & Convexity ) |
- |
- |
|
- |
(Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.) |
- |
- |
|
- |
8.3(Thickness of wearing layer) |
- |
- |
|
- |
|
02 Jun, 2027 |
- Included w.e.f 30.05.2025 |
4 |
IS 1237 (2012) |
Cement Concrete Flooring Tiles - Specification |
All Type |
5500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer) |
- |
500 |
|
- |
Cl 12.2(Concavity & Convexity ) |
- |
500 |
|
- |
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.) |
- |
500 |
|
- |
Cl 12.4(Shall not exceed 1 percent of the length of the edge.) |
- |
500 |
|
- |
Cl 12.5(Water absorption) |
- |
500 |
|
- |
Cl 12.6(Wet transverse strength ) |
- |
1500 |
|
- |
Cl 12.7(Resistance to wear) |
- |
1500 |
|
- |
Cl 11(Suface Finish) |
- |
500 |
|
- |
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer) |
- |
500 |
|
- |
Cl 12.2(Concavity & Convexity ) |
- |
500 |
|
- |
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.) |
- |
500 |
|
- |
Cl 12.4(Shall not exceed 1 percent of the length of the edge.) |
- |
500 |
|
- |
Cl 12.5(Water absorption) |
- |
500 |
|
- |
Cl 12.6(Wet transverse strength ) |
- |
1500 |
|
- |
Cl 12.7(Resistance to wear) |
- |
1500 |
|
- |
Cl 11(Suface Finish) |
- |
500 |
|
- |
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer) |
- |
500 |
|
- |
Cl 12.2(Concavity & Convexity ) |
- |
500 |
|
- |
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.) |
- |
500 |
|
- |
Cl 12.4(Shall not exceed 1 percent of the length of the edge.) |
- |
500 |
|
- |
Cl 12.5(Water absorption) |
- |
500 |
|
- |
Cl 12.6(Wet transverse strength ) |
- |
1500 |
|
- |
Cl 12.5(Water absorption) |
- |
500 |
|
- |
Cl 12.7(Resistance to wear) |
- |
1500 |
|
- |
Cl 11(Suface Finish) |
- |
500 |
|
- |
Cl 12.7(Resistance to wear) |
- |
1500 |
|
- |
Cl 11(Suface Finish) |
- |
500 |
|
- |
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer) |
- |
500 |
|
- |
Cl 12.2(Concavity & Convexity ) |
- |
500 |
|
- |
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.) |
- |
500 |
|
- |
Cl 12.4(Shall not exceed 1 percent of the length of the edge.) |
- |
500 |
|
- |
Cl 12.6(Wet transverse strength ) |
- |
1500 |
|
- |
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer) |
- |
500 |
|
- |
Cl 12.2(Concavity & Convexity ) |
- |
500 |
|
- |
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.) |
- |
500 |
|
- |
Cl 12.4(Shall not exceed 1 percent of the length of the edge.) |
- |
500 |
|
- |
Cl 12.5(Water absorption) |
- |
500 |
|
- |
Cl 12.6(Wet transverse strength ) |
- |
1500 |
|
- |
Cl 12.7(Resistance to wear) |
- |
1500 |
|
- |
Cl 11(Suface Finish) |
- |
500 |
|
- |
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer) |
- |
500 |
|
- |
Cl 12.2(Concavity & Convexity ) |
- |
500 |
|
- |
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.) |
- |
500 |
|
- |
Cl 12.4(Shall not exceed 1 percent of the length of the edge.) |
- |
500 |
|
- |
Cl 12.5(Water absorption) |
- |
500 |
|
- |
Cl 12.6(Wet transverse strength ) |
- |
1500 |
|
- |
Cl 12.7(Resistance to wear) |
- |
1500 |
|
- |
Cl 11(Suface Finish) |
- |
500 |
|
- |
Cl 11(Suface Finish) |
- |
500 |
|
- |
Cl 12.7(Resistance to wear) |
- |
1500 |
|
- |
Cl 12.6(Wet transverse strength ) |
- |
1500 |
|
- |
Cl 12.5(Water absorption) |
- |
500 |
|
- |
Cl 12.4(Shall not exceed 1 percent of the length of the edge.) |
- |
500 |
|
- |
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.) |
- |
500 |
|
- |
Cl 12.2(Concavity & Convexity ) |
- |
500 |
|
- |
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer) |
- |
500 |
|
- |
Cl 11(Suface Finish) |
- |
500 |
|
- |
Cl 12.7(Resistance to wear) |
- |
1500 |
|
- |
Cl 12.6(Wet transverse strength ) |
- |
1500 |
|
- |
Cl 12.5(Water absorption) |
- |
500 |
|
- |
Cl 12.4(Shall not exceed 1 percent of the length of the edge.) |
- |
500 |
|
- |
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.) |
- |
500 |
|
- |
Cl 12.2(Concavity & Convexity ) |
- |
500 |
|
- |
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer) |
- |
500 |
|
- |
|
02 Jun, 2027 |
- Included w.e.f 30.05.2025 |
5 |
IS 2185 : Part 2 (1983) |
Specification for concrete masonry units: Part 2 hollow and solid lightweight concrete blocks (First Revision) |
All Type |
15000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
8.7(Moisture Movement) |
- |
15000 |
|
- |
8.6(Drying shrinkage) |
- |
15000 |
|
- |
8.5, Table 1(Water Absorption) |
- |
15000 |
|
- |
8.4, Table 1(Compressive strength) |
- |
15000 |
|
- |
8.3(Block Density) |
- |
15000 |
|
- |
3.2.5(Thickness of Web) |
- |
15000 |
|
- |
3.2.5(Face Shell Thickness) |
- |
15000 |
|
- |
3.2(Width) |
- |
15000 |
|
- |
3.2(Height) |
- |
15000 |
|
- |
3.2(Length) |
- |
15000 |
|
- |
8.1(General) |
- |
15000 |
|
- |
8.2(Deimension (Length)) |
- |
15000 |
|
- |
8.2(Deimension (Height)) |
- |
15000 |
|
- |
8.2(Deimension (Width)) |
- |
15000 |
|
- |
8.3(Block Density) |
- |
15000 |
|
- |
8.4(Compressive Strength) |
- |
15000 |
|
- |
8.5(Water Absorption) |
- |
15000 |
|
- |
8.6(Drying Shrinkage) |
- |
15000 |
|
- |
8.7(Moisture Movement) |
- |
15000 |
|
- |
|
02 Jun, 2027 |
- Included w.e.f 13.01.2025 |
6 |
IS 2185 : Part 1 (2005) |
Concrete masonry units - Specification: Part 1 hollow and solid concrete blocks (Third Revision) |
All Type |
15000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
9.1(PHYSICAL REQUIREMENTS-General) |
- |
15000 |
|
- |
9.2 & 4.2(PHYSICAL REQUIREMENTS-Nominal Dimensions 1.Length 2.Hight 3. Width) |
- |
15000 |
|
- |
9.2 & 4.2.3(Nominal Dimensions-variation in the length of units ) |
- |
15000 |
|
- |
9.2 & 4.2.3(Nominal Dimensions -variation in height and width of units ) |
- |
15000 |
|
- |
9.2 & 4.2.4, Table-1(Nominal Dimensions-thickness of
the face shell) |
- |
15000 |
|
- |
9.2 & 4.2.4, Table-1(Nominal Dimensions-thickness of
the Web shell) |
- |
15000 |
|
- |
9.3 & 5.1 & 5.2 Table 2(PHYSICAL REQUIREMENTS-Blocks Density - 1.Hollow (Open and Closed Cavity) Concrete Block- Grade Aor Grade B 2.Solid Concrete Block — Grade C) |
- |
15000 |
|
- |
9.4- Table 2(PHYSICAL REQUIREMENTS - Compressive Strength 1.Minimum Average Compressive Strength of Units 2.Minimum Average Compressive Strength of Individual Unit) |
- |
15000 |
|
- |
9.5(PHYSICAL REQUIREMENTS -Water Absorption) |
- |
15000 |
|
- |
9.6(PHYSICAL REQUIREMENTS -Drying Shrinkage) |
- |
15000 |
|
- |
9.7(PHYSICAL REQUIREMENTS -Moisture Movement) |
- |
15000 |
|
- |
15(Marking) |
- |
15000 |
|
- |
|
02 Jun, 2027 |
- Included w.e.f 13.01.2025 |
7 |
IS 18800 (2023) |
Stainless steel feeding bottle for infants -- Specification |
- |
30000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl.4.1(Carbon - IS 228 and its parts or any other intrumental/chemical methods) |
- |
30000 |
|
- |
Cl.4.1(Silicon - IS 228 and its parts or any other intrumental/chemical methods) |
- |
30000 |
|
- |
Cl.4.1(Manganese - IS 228 and its parts or any other intrumental/chemical methods) |
- |
30000 |
|
- |
Cl.4.1(Nickel - IS 228 and its parts or any other intrumental/chemical methods) |
- |
30000 |
|
- |
Cl.4.1(Chromium - IS 228 and its parts or any other intrumental/chemical methods) |
- |
30000 |
|
- |
Cl.4.1(Sulphur - IS 228 and its parts or any other intrumental/chemical methods) |
- |
30000 |
|
- |
Cl.4.1(Phosphorous - IS 228 and its parts or any other intrumental/chemical methods) |
- |
30000 |
|
- |
Cl.4.1(Nitrogen - IS 228 and its parts or any other intrumental/chemical methods) |
- |
30000 |
|
- |
Cl.4.1(Molybdenum - IS 228 and its parts or any other intrumental/chemical methods) |
- |
30000 |
|
- |
Cl.4.1(Copper - IS 228 and its parts or any other intrumental/chemical methods) |
- |
30000 |
|
- |
Cl.4.1(Other Elements - IS 228 and its parts or any other intrumental/chemical methods) |
- |
30000 |
|
- |
5.1.1(Description) |
- |
30000 |
|
- |
5.1.2(Manufacture, Workmanship, Finish and Appearance) |
- |
30000 |
|
- |
5.1.3(Wall Thickness) |
- |
30000 |
|
- |
5.1.4(Capacity) |
- |
30000 |
|
- |
5.2(Mechanical Requirements) |
- |
30000 |
|
- |
5.3.1(Leakage Test) |
- |
30000 |
|
- |
5.3.2(Drop Test) |
- |
30000 |
|
- |
5.3.3(Compressive Deformation Resistance) |
- |
30000 |
|
- |
5.3.4(Permanency of Pigments of Printed Container) |
- |
30000 |
|
- |
5.1.1(Description) |
- |
30000 |
|
- |
5.1.2(Manufacture, Workmanship, Finish and Appearance) |
- |
30000 |
|
- |
5.1.3(Wall Thickness) |
- |
30000 |
|
- |
5.1.4(Capacity) |
- |
30000 |
|
- |
5.2(Mechanical Requirements) |
- |
30000 |
|
- |
5.3.1(Leakage Test) |
- |
30000 |
|
- |
5.3.2(Drop Test) |
- |
30000 |
|
- |
5.3.3(Compressive Deformation Resistance) |
- |
30000 |
|
- |
5.3.4(Permanency of Pigments of Printed Container) |
- |
30000 |
|
- |
|
02 Jun, 2027 |
- Included w.e.f.12.03.2025 |
8 |
IS 2185 : Part 3 (1984) |
Concrete Masonry Units Part 3 Autoclaved Cellular Aerated Concrete Blocks |
All Grade/Type/Size Designation |
25000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
8(Physical requirments) |
- |
25000 |
|
- |
8.2(Physical requirments-Dimensions-Length) |
- |
25000 |
|
- |
8.2(Physical requirments-Dimensions-Height) |
- |
25000 |
|
- |
8.2(Physical requirments-Dimensions-Width) |
- |
25000 |
|
- |
8.3(Physical requirments- Block density) |
- |
25000 |
|
- |
8.4(Physical requirments- Compressive strength) |
- |
25000 |
|
- |
8.5(Thermal Conductivity) |
- |
25000 |
|
- |
8.6( Drying Shrinkage ) |
- |
25000 |
|
- |
8.4, 9.2 & 11.3(Indivisual Moisture Content) |
- |
25000 |
|
- |
8.4, 9.2 & 11.3(Indivisual Bulk density) |
- |
25000 |
|
- |
8.4, 9.2 & 11.3 & Table 1(Indivisual Compressive strength) |
- |
25000 |
|
- |
8.3 & 9.1(Indivisual Moisture Content) |
- |
25000 |
|
- |
8.3 & 9.1 Table 1(Indivisual Block Density) |
- |
25000 |
|
- |
3.2 & 8.2(Indivisual Height) |
- |
25000 |
|
- |
3.2 & 8.2(Indivisual Width) |
- |
25000 |
|
- |
3.2 & 8.2(Indivisual Length) |
- |
25000 |
|
- |
8.6, 9.4 & 11.5(Grade) |
- |
25000 |
|
- |
3.4(Special Faces) |
- |
25000 |
|
- |
3.3(Faces & Arises) |
- |
25000 |
|
- |
3.1(Shape) |
- |
25000 |
|
- |
8.1.1(General (Exposed wall construction)) |
- |
25000 |
|
- |
5(MA TEIUA.LS) |
- |
25000 |
|
- |
7(SURI'ACE TUTUU AND FINISH) |
- |
25000 |
|
- |
9.3(Thermal Conductivity) |
- |
25000 |
|
- |
15(Marking) |
- |
25000 |
|
- |
|
02 Jun, 2027 |
- Included w.e.f 30.05.2025 |
9 |
IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
- |
18500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
800 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
800 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
800 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles) |
- |
800 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
800 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
800 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
800 |
|
- |
Clause 7.3, Annex G(Average Breaking Load) |
- |
1000 |
|
- |
Clause 7.3, Annex G(Individual Breaking Load) |
- |
1000 |
|
- |
Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
1000 |
|
- |
Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
1000 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
1000 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength ) |
- |
1000 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
1000 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength ) |
- |
1000 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
500 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
500 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
500 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
500 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
500 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)( Indivdual Compressive strength) |
- |
500 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
250 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
250 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
250 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
250 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
250 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
250 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
250 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
250 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
250 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
250 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
250 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
250 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
250 |
|
- |
Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
250 |
|
- |
Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
250 |
|
- |
Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
250 |
|
- |
Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
250 |
|
- |
Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
250 |
|
- |
Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
250 |
|
- |
Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
250 |
|
- |
Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
250 |
|
- |
Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
250 |
|
- |
Clause 7.1.3
(Colour and Texture) |
- |
250 |
|
- |
Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
250 |
|
- |
Clause 7.1.1
(General Quality) |
- |
250 |
|
- |
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower) |
- |
250 |
|
- |
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
250 |
|
- |
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher) |
- |
250 |
|
- |
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
250 |
|
- |
Clause 3.20(Spacer nibs) |
- |
250 |
|
- |
10(Marking) |
- |
250 |
|
- |
cl.5(Cement) |
- |
1000 |
|
- |
5.2(Mineral Admixture) |
- |
1000 |
|
- |
5.3(Chemical Admixtures) |
- |
1000 |
|
- |
5.4(Coarse and Fine
Aggregates) |
- |
1000 |
|
- |
5.5(Pigments) |
- |
1000 |
|
- |
5.6(Water) |
- |
1000 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
800 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
800 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
800 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles) |
- |
800 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
800 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
800 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
800 |
|
- |
Clause 7.3, Annex G(Average Breaking Load) |
- |
1000 |
|
- |
Clause 7.3, Annex G(Individual Breaking Load) |
- |
1000 |
|
- |
Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
1000 |
|
- |
Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
1000 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
1000 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength ) |
- |
1000 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
1000 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength ) |
- |
1000 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
500 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
500 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
500 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
500 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
500 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)( Indivdual Compressive strength) |
- |
500 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
250 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
250 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
250 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
250 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
250 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
250 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
250 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
250 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
250 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
250 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
250 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
250 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
250 |
|
- |
Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
250 |
|
- |
Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
250 |
|
- |
Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
250 |
|
- |
Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
250 |
|
- |
Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
250 |
|
- |
Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
250 |
|
- |
Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
250 |
|
- |
Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
250 |
|
- |
Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
250 |
|
- |
Clause 7.1.3
(Colour and Texture) |
- |
250 |
|
- |
Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
250 |
|
- |
Clause 7.1.1
(General Quality) |
- |
250 |
|
- |
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower) |
- |
250 |
|
- |
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
250 |
|
- |
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher) |
- |
250 |
|
- |
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
250 |
|
- |
Clause 3.20(Spacer nibs) |
- |
250 |
|
- |
10(Marking) |
- |
250 |
|
- |
cl.5(Cement) |
- |
1000 |
|
- |
5.2(Mineral Admixture) |
- |
1000 |
|
- |
5.3(Chemical Admixtures) |
- |
1000 |
|
- |
5.4(Coarse and Fine
Aggregates) |
- |
1000 |
|
- |
5.5(Pigments) |
- |
1000 |
|
- |
5.6(Water) |
- |
1000 |
|
- |
|
02 Jun, 2027 |
- Included w.e.f 30.05.2025 |
10 |
IS 456 (2000) |
Plain and reinforced concrete - Code of practice (Fourth Revision) |
Construction Water |
2000.00 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.4-(a)-IS: 3025 (P-22)(Volume of 0.02 N NaOH to neutralized 100 ml of water using phenolphthalein indicator) |
- |
300.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
5.4-(b)-IS: 3025 (P-23)(Volume of 0.02 N H2SO4 to neutralized 100 ml of water using mixed indicator) |
- |
300.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
Cl 5.4 .2(pH) |
- |
200.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
Cl 5.4 Table 1 (i)(Organic Solids) |
- |
250.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
Cl 5.4 Table 1 (ii)(Inorganic Solids) |
- |
250.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
Cl 5.4 Table 1 (iii)(Sulphate) |
- |
200.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
Cl 5.4 Table 1 (iv)(Chloride) |
- |
300.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
Cl 5.4 Table 1 (v)(Suspended Matter) |
- |
200.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
|
02 Jun, 2027 |
- - |
11 |
IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
Diameter 8mm to 32mm TMT Steel |
15500.00 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl. 7.2 Table -2 (Nominal Mass) |
- |
500.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
800.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
Cl. 8.1 Table 3(Elongation, percentage) |
- |
0.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
Cl. 8.1 Table 3(Tensile Strength (TS)) |
- |
1200.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
Cl. 9.3, Table 4(Bend Test ) |
- |
1000.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
Cl.9.4 & Cl. 9.4.1(Rebend test) |
- |
1000.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), ) |
- |
500.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON ) |
- |
1000.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR) |
- |
1000.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 PHOSPHURS) |
- |
1000.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 NITROGEN) |
- |
1000.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON +EQUIVELENT ) |
- |
6500.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
5.7(Pull-out test - IS:2770(P1)) |
- |
5000.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
Cl.4.2 of IS 1786 (Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
Cl.4.2 of IS 1786 (Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
Cl.4.2 of IS 1786 (Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
Cl.4.2 of IS 1786 (Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
Cl.4.2 of IS 1786 (Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
Cl.4.2 of IS 1786 (Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
|
02 Jun, 2027 |
- Pull out test is already under exclusion, and the same will be under exclusion in the renewed scope
Exclusion: Pull out test |
12 |
IS 1489 (Part 1) (2015) |
Portland pozzolana cement - Specification: Part 1 fly Ash Based |
PPC |
8000.00 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985) |
- |
400.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985) |
- |
500.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985) |
- |
500.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985) |
- |
400.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985) |
- |
700.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985) |
- |
500.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
7 -Table 2- i(Fineness 4031 Part 2) |
- |
500.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3) |
- |
500.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3) |
- |
700.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5) |
- |
400.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5) |
- |
400.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
500.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
700.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
800.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10) |
- |
500.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
Clause 7Table 2 SI No. (v)(Transverse Strength, 72 ± 1 h) |
- |
500 |
|
We have declared our charges. However we shall accept BIS approved rates. |
Clause 7Table 2 SI No. (v)(Transverse Strength, 168 ± 2 h) |
- |
700 |
|
We have declared our charges. However we shall accept BIS approved rates. |
Clause 7
Table 2 SI No. (v)
(Transverse Strength, 672 ± 4 h) |
- |
800 |
|
We have declared our charges. However we shall accept BIS approved rates. |
|
02 Jun, 2027 |
- Transverse strength test is already under exclusion, and the same will be under exclusion in the renewed scope
Exclusion: Transverse test (Table no.3) |
13 |
IS 269 (2015) |
Ordinary portland cement - Specification (Sixth Revision) |
OPC-33, OPC-43, OPC-53 |
9000.00 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6.1 Table-2 i.(Ratio of percentage of lime to percentage of silica, alumina and iron oxide) |
- |
2300.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
6.1 Table-2 iii.(Insoluble residue) |
- |
400.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
6.1 Table-2 iv(Magnesia) |
- |
400.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride) |
- |
300.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
6 - Table - 1 vi(Loss on ignition - Cl 4.2 of IS 4032:1985) |
- |
300.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
6.1 Table-2 vii(Chloride content) |
- |
250.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
6 - Table - 1 viii(Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985) |
- |
250.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
6.1 Table-2 viii(Alkali content) |
- |
300.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide) |
- |
1000.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
7 Table-3 i.(Fineness) |
- |
400.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
7 Table-3 ii a(Expansion by Le Chatelier) |
- |
500.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
7 Table-3 ii b(Expansion by Autoclave) |
- |
800.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
7 Table-3 iii a(Setting Time Initial) |
- |
500.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
7 Table-3 iii b(Setting Time Final) |
- |
500.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
300.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
400.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
600.00 |
|
We have declared our charges. However we shall accept BIS approved rates. |
7 Table-3 v(Transverse Strength - IS 4031 Part 8 (Optional)) |
- |
1000 |
|
We have declared our charges. However we shall accept BIS approved rates. |
|
02 Jun, 2027 |
- Transverse strength test is already under exclusion, and the same will be under exclusion in the renewed scope
Exclusion: Transverse test (Table no.3) |
14 |
IS/ISO 9994 (2018) |
Lighters Safety specifications First Revision |
- |
65000.00 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl.4(Flame Generation) |
- |
65000.00 |
|
- |
Cl.4.2(Flame Height) |
- |
65000.00 |
|
- |
Cl.4.3(Flame-Height adjustment) |
- |
65000.00 |
|
- |
Cl.4.4(Resistance to spitting or sputtering and flaring) |
- |
65000.00 |
|
- |
Cl.4.5(Flame Extinction) |
- |
65000.00 |
|
- |
Cl.4.6(Volumetric displacement of Fuel) |
- |
65000.00 |
|
- |
Cl.4.7(Mass of Fuel) |
- |
65000.00 |
|
- |
Cl.5.1(External Finish) |
- |
65000.00 |
|
- |
Cl.5.2(Compatibility of Fuel) |
- |
65000.00 |
|
- |
Cl.5.3(Resistance to Fuel Loss) |
- |
65000.00 |
|
- |
Cl.5.4(Resistance to dropping) |
- |
65000.00 |
|
- |
Cl.5.5(Resistance to elevated Temperature) |
- |
65000.00 |
|
- |
Cl.5.6(Resistance to internal Pressure) |
- |
65000.00 |
|
- |
Cl.5.7(Burning Behavior) |
- |
65000.00 |
|
- |
Cl.5.8(Resistance to cyclic burning) |
- |
65000.00 |
|
- |
Cl.5.9(Resistance to Continue Burning) |
- |
65000.00 |
|
- |
6.6, 6.6.3.1(Refilling test-IS/ISO 9994) |
- |
65000.00 |
|
- |
6.6, 6.6.3.2(Refilling test-IS/ISO 9994) |
- |
65000.00 |
|
- |
|
02 Jun, 2027 |
- Included w.e.f 12.03.2025 |
15 |
IS/ISO 22702 (2018) |
Utility lighters Safety specifications First Revision |
- |
65000.00 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.1(Flame generation) |
- |
65000.00 |
|
- |
4.2(Flame heights) |
- |
65000.00 |
|
- |
4.3(Flame- height adjustment) |
- |
65000.00 |
|
- |
4.4("Resistance to Spitting or
Sputtering and flaring") |
- |
65000.00 |
|
- |
4.5(Flame extinction) |
- |
65000.00 |
|
- |
4.6(Volumetric Displacement) |
- |
65000.00 |
|
- |
5.2(Resistance to dropping) |
- |
65000.00 |
|
- |
5.3(Resistance to elevated temperature) |
- |
65000.00 |
|
- |
5.4(Burning behavior) |
- |
65000.00 |
|
- |
5.5(Resistance to continuous burn) |
- |
65000.00 |
|
- |
5.6(Resistance to cyclic burn) |
- |
65000.00 |
|
- |
5.7(External Finish) |
- |
65000.00 |
|
- |
5.8(Compatibility with fuel) |
- |
65000.00 |
|
- |
5.9(Resistance to internal pressure) |
- |
65000.00 |
|
- |
6(Refilling Test) |
- |
65000.00 |
|
- |
|
02 Jun, 2027 |
- Included w.e.f 12.03.2025 |
16 |
IS 4246 (2002) |
Domestic gas stoves for use with liquefied petroleum gases - Specification (Fifth Revision) |
- |
14000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl.24(Annexure E)(on no account the carbon monoxidel
carbon dioxide ratio of the exhaust gases of any burner.
operating at any consumption at which the burner is
stable at gas inlet pressure from 2452 kN/m2 to
3432 kN/m2 (25 gf/cm2 to 35 gf/cm2), exceed 0.02.) |
- |
14000 |
|
- |
Cl.23(There shall be no extinction of the flames on any
of the burners operating at maximum consumption
when the appliance is placed in a general (not
localized) current of air with a velocity of 2 m/s, as
measured with a rotating vane anemometer. The
location of the appliance relative to neighboring walls
and the direction of the draught shall be varied to
correspond to likely conditions of appliance installation.
This applies for all pressures from 2452 kN/m2 to
3432 kN/m2 (25 gf/cm2 to 35 gf/cm2).) |
- |
14000 |
|
- |
24 (Annex - E)(Combustion (CO and CO2 ratio)) |
- |
14000 |
|
- |
4.1(Requirement) |
- |
14000 |
|
- |
5(Materials) |
- |
14000 |
|
- |
6(Design for Maintenance) |
- |
14000 |
|
- |
7(Rigidity and Stability) |
- |
14000 |
|
- |
8(Workmanship and Finish) |
- |
14000 |
|
- |
9(Gas Taps) |
- |
14000 |
|
- |
10(Injector Jets) |
- |
14000 |
|
- |
11(Burners) |
- |
14000 |
|
- |
12(Burner Pan Supports) |
- |
14000 |
|
- |
13.1(Gas Soundness) |
- |
14000 |
|
- |
13.2(Gas Leak Detector) |
- |
14000 |
|
- |
14(Gas Inlet Connections) |
- |
14000 |
|
- |
15(Strength and Rigidity) |
- |
14000 |
|
- |
16(General Conditions of Test) |
- |
14000 |
|
- |
17.1.1(Gas Consumption) |
- |
14000 |
|
- |
18(Ignition and Flame Travel) |
- |
14000 |
|
- |
19(Flame Stability) |
- |
14000 |
|
- |
20(Noise Control) |
- |
14000 |
|
- |
21(Flash Back) |
- |
14000 |
|
- |
22(Formation of Soot) |
- |
14000 |
|
- |
23(Resistance to Draught) |
- |
14000 |
|
- |
24(Combustion) |
- |
14000 |
|
- |
25(Fire Hazard and Limiting Temperature) |
- |
14000 |
|
- |
26(Thermal Efficiency) |
- |
14000 |
|
- |
27.1(Type Tests) |
- |
14000 |
|
- |
27.2(Routine Tests) |
- |
14000 |
|
- |
29(Marking) |
- |
14000 |
|
- |
30(Packing) |
- |
14000 |
|
- |
|
02 Jun, 2027 |
- Included w.e.f 19.05.2025 |
17 |
IS 13983 (1994) |
Stainless Steel Sinks For Domestic Purposes |
- |
18500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
9(Marking) |
- |
500 |
|
- |
4(Type) |
- |
500 |
|
- |
Cl. 5 , As per IS 5522-2014, Cl. 7.2 , Table 1 & 2 Grade Desig X-04-Cr-19-Ni-19 (Numeric Symbol 304)(Carbon Content) |
- |
800 |
|
- |
Cl. 5 , As per IS 5522-2014, Cl. 7.2 , Table 1 & 2 Grade Desig X-04-Cr-19-Ni-19 (Numeric Symbol 304)(Silicon Content) |
- |
800 |
|
- |
Cl. 5 , As per IS 5522-2014, Cl. 7.2 , Table 1 & 2 Grade Desig X-04-Cr-19-Ni-19 (Numeric Symbol 304)(Manganese Content) |
- |
800 |
|
- |
Cl. 5 , As per IS 5522-2014, Cl. 7.2 , Table 1 & 2 Grade Desig X-04-Cr-19-Ni-19 (Numeric Symbol 304)(Nickel Content) |
- |
800 |
|
- |
Cl. 5 , As per IS 5522-2014, Cl. 7.2 , Table 1 & 2 Grade Desig X-04-Cr-19-Ni-19 (Numeric Symbol 304)(Chromium Content) |
- |
800 |
|
- |
Cl. 5 , As per IS 5522-2014, Cl. 7.2 , Table 1 & 2 Grade Desig X-04-Cr-19-Ni-19 (Numeric Symbol 304)(Sulphur Content) |
- |
800 |
|
- |
Cl. 5 , As per IS 5522-2014, Cl. 7.2 , Table 1 & 2 Grade Desig X-04-Cr-19-Ni-19 (Numeric Symbol 304)(Phouphorous Content) |
- |
800 |
|
- |
Cl. 5 , As per IS 5522-2014, Cl. 7.2 , Table 1 & 2 Grade Desig X-04-Cr-19-Ni-19 (Numeric Symbol 304)(Nitrogen Content) |
- |
800 |
|
- |
Cl. 5 , As per IS 5522-2014, Cl. 7.2 , Table 1 & 2 Grade Desig X-07-Cr-18-Ni-9 (Numeric Symbol 302)(Carbon Content) |
- |
800 |
|
- |
Cl. 5 , As per IS 5522-2014, Cl. 7.2 , Table 1 & 2 Grade Desig X-07-Cr-18-Ni-9 (Numeric Symbol 302)(Silicon Content) |
- |
800 |
|
- |
Cl. 5 , As per IS 5522-2014, Cl. 7.2 , Table 1 & 2 Grade Desig X-07-Cr-18-Ni-9 (Numeric Symbol 302)(Manganese Content) |
- |
800 |
|
- |
Cl. 5 , As per IS 5522-2014, Cl. 7.2 , Table 1 & 2 Grade Desig X-07-Cr-18-Ni-9 (Numeric Symbol 302)(Nickel Content) |
- |
800 |
|
- |
Cl. 5 , As per IS 5522-2014, Cl. 7.2 , Table 1 & 2 Grade Desig X-07-Cr-18-Ni-9 (Numeric Symbol 302)(Chromium Content) |
- |
800 |
|
- |
Cl. 5 , As per IS 5522-2014, Cl. 7.2 , Table 1 & 2 Grade Desig X-07-Cr-18-Ni-9 (Numeric Symbol 302)(Sulphur Content) |
- |
800 |
|
- |
Cl. 5 , As per IS 5522-2014, Cl. 7.2 , Table 1 & 2 Grade Desig X-07-Cr-18-Ni-9 (Numeric Symbol 302)(Phouphorous Content) |
- |
800 |
|
- |
Cl. 5 , As per IS 5522-2014, Cl. 7.2 , Table 1 & 2 Grade Desig X-07-Cr-18-Ni-9 (Numeric Symbol 302)(Nitrogen Content) |
- |
800 |
|
- |
6(Thickness of sheet/strip) |
- |
500 |
|
- |
6(Depth of bowl) |
- |
500 |
|
- |
6(Internal dimensions of the bowl) |
- |
500 |
|
- |
6(Bowl locating limits) |
- |
500 |
|
- |
6(Co-ordinating sizes) |
- |
500 |
|
- |
7.1(Consruction and workmanship) |
- |
500 |
|
- |
7.1.1(Consruction and workmanship) |
- |
500 |
|
- |
7.2(Consruction and workmanship) |
- |
500 |
|
- |
7.2.1(Consruction and workmanship) |
- |
500 |
|
- |
7.3(Drainers) |
- |
500 |
|
- |
7.4(Waste outlet) |
- |
500 |
|
- |
7.5(Tap holes) |
- |
200 |
|
- |
7.6(Overflows) |
- |
200 |
|
- |
8(Finish) |
- |
300 |
|
- |
5(MATERIALS) |
- |
11000 |
|
- |
6.1.1(Thickness of Sheet/Strip) |
- |
500 |
|
- |
6.1.2(Thickness of Sheet/Strip) |
- |
500 |
|
- |
6.2(Depth of Bowls) |
- |
500 |
|
- |
6.3(Internal Dimensions of Bowls) |
- |
500 |
|
- |
6.4.1(Bowl Locating Limits) |
- |
500 |
|
- |
6.5(Coordinating Sizes) |
- |
500 |
|
- |
7.1(CONSTRUCTION AND WORKMANSHIP) |
- |
500 |
|
- |
7.1.1(CONSTRUCTION AND WORKMANSHIP) |
- |
500 |
|
- |
7.2.1(CONSTRUCTION AND WORKMANSHIP) |
- |
500 |
|
- |
7.3(CONSTRUCTION AND WORKMANSHIP) |
- |
500 |
|
- |
7.4(Waste Outlet) |
- |
500 |
|
- |
7.5(Tap Holes) |
- |
200 |
|
- |
7.6(OVERFLOW) |
- |
200 |
|
- |
Clause no. 4(types) |
- |
500 |
|
- |
Caluse no. 5("Material -Austenitic stainless steel of
Grade Designation") |
- |
500 |
|
- |
Clause no. 6.1(Thickness of sheet) |
- |
500 |
|
- |
Clause no. 6.2(Depth of Bowls) |
- |
500 |
|
- |
Clause no. 6.3(Internal dimensions of bowls) |
- |
500 |
|
- |
Clause no. 6.4(Bowl Locating Limits) |
- |
500 |
|
- |
Clause no. 6.5, Table No. 1(Dimension of the sink) |
- |
500 |
|
- |
Clause no. 7(Construction and workmanship) |
- |
500 |
|
- |
Clause no. 8(Finish) |
- |
300 |
|
- |
Clause no. 9(Mark) |
- |
500 |
|
- |
|
02 Jun, 2027 |
- Included w.e.f 18.11.2024 |
18 |
IS 18297 (2023) |
Cabinet Hinges |
Level 1/ Level 2/ Level 3 |
23000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4(Type & Size) |
- |
23000 |
|
- |
4.1(Type (a) Full Overlay (Fig-1)) |
- |
23000 |
|
- |
4.2((b) Half Overlay (Fig-2)) |
- |
23000 |
|
- |
4.1((b) Half Overlay (Fig-2)) |
- |
23000 |
|
- |
4.1(c) Inset (Fig-2)) |
- |
23000 |
|
- |
4.2(Size (Fig-2)) |
- |
23000 |
|
- |
4.3(Manufacture & Purchaser) |
- |
23000 |
|
- |
5(Material (IS 18297)) |
- |
23000 |
|
- |
6 Table 1(Manufacture(IS: 18297)) |
- |
23000 |
|
- |
7.1(General Test Requirement (IS: 18297)) |
- |
23000 |
|
- |
7.1.1(Preparatory Measures (IS:18297)) |
- |
23000 |
|
- |
7.1.2(Limiting Deviations (IS:18297)) |
- |
23000 |
|
- |
7.1.3(Application of Force (IS: 18297)) |
- |
23000 |
|
- |
7.1.4(Sequence of Testing (IS 18297)) |
- |
23000 |
|
- |
7.1.5.1(Mass (IS:18297)) |
- |
23000 |
|
- |
7.1.5.2((i) Face withdrawal of Screws (IS: 2380 P-14)) |
- |
23000 |
|
- |
7.1.5.2((ii) Density (IS 2380 P-3)) |
- |
23000 |
|
- |
7.2(Over Load Test (IS 18297)) |
- |
23000 |
|
- |
7.2(Vertical Static over Load test (IS:18297)) |
- |
23000 |
|
- |
7.2(Horizontal Static Over load Test ( IS:18297)) |
- |
23000 |
|
- |
Cabinet Hinges(Functional Test (IS: 18297)) |
- |
23000 |
|
- |
Cabinet Hinges(Functional Test (IS: 18297)) |
- |
23000 |
|
- |
7.3.2(First Vertical Static Load test (IS 18297)) |
- |
23000 |
|
- |
7.3.3(First Horizontal Static Load test (IS 18297)) |
- |
23000 |
|
- |
7.3.4(Slam shut test (IS 18297)) |
- |
23000 |
|
- |
7.3.6(Durability Test (IS 18297)) |
- |
23000 |
|
- |
7.3.7(Deflection Test (IS 18297)) |
- |
23000 |
|
- |
7.3.8(Second Vertical Static Test (IS 18297)) |
- |
23000 |
|
- |
7.3.9(Second Horizontal Static Test (IS: 18297)) |
- |
23000 |
|
- |
7.4(Crrosion Resistance (IS 18297)) |
- |
23000 |
|
- |
7.5(Finish (IS: 18297)) |
- |
23000 |
|
- |
4(Type & Size) |
- |
23000 |
|
- |
4.1(Type (a) Full Overlay (Fig-1)) |
- |
23000 |
|
- |
4.2((b) Half Overlay (Fig-2)) |
- |
23000 |
|
- |
4.1((b) Half Overlay (Fig-2)) |
- |
23000 |
|
- |
4.1(c) Inset (Fig-2)) |
- |
23000 |
|
- |
4.2(Size (Fig-2)) |
- |
23000 |
|
- |
4.3(Manufacture & Purchaser) |
- |
23000 |
|
- |
5(Material (IS 18297)) |
- |
23000 |
|
- |
6 Table 1(Manufacture(IS: 18297)) |
- |
23000 |
|
- |
7.1(General Test Requirement (IS: 18297)) |
- |
23000 |
|
- |
7.1.1(Preparatory Measures (IS:18297)) |
- |
23000 |
|
- |
7.1.2(Limiting Deviations (IS:18297)) |
- |
23000 |
|
- |
7.1.3(Application of Force (IS: 18297)) |
- |
23000 |
|
- |
7.1.4(Sequence of Testing (IS 18297)) |
- |
23000 |
|
- |
7.1.5.1(Mass (IS:18297)) |
- |
23000 |
|
- |
7.1.5.2((i) Face withdrawal of Screws (IS: 2380 P-14)) |
- |
23000 |
|
- |
7.1.5.2((ii) Density (IS 2380 P-3)) |
- |
23000 |
|
- |
7.2(Over Load Test (IS 18297)) |
- |
23000 |
|
- |
7.2(Vertical Static over Load test (IS:18297)) |
- |
23000 |
|
- |
7.2(Horizontal Static Over load Test ( IS:18297)) |
- |
23000 |
|
- |
Cabinet Hinges(Functional Test (IS: 18297)) |
- |
23000 |
|
- |
Cabinet Hinges(Functional Test (IS: 18297)) |
- |
23000 |
|
- |
7.3.2(First Vertical Static Load test (IS 18297)) |
- |
23000 |
|
- |
7.3.3(First Horizontal Static Load test (IS 18297)) |
- |
23000 |
|
- |
7.3.4(Slam shut test (IS 18297)) |
- |
23000 |
|
- |
7.3.6(Durability Test (IS 18297)) |
- |
23000 |
|
- |
7.3.7(Deflection Test (IS 18297)) |
- |
23000 |
|
- |
7.3.8(Second Vertical Static Test (IS 18297)) |
- |
23000 |
|
- |
7.3.9(Second Horizontal Static Test (IS: 18297)) |
- |
23000 |
|
- |
7.4(Crrosion Resistance (IS 18297)) |
- |
23000 |
|
- |
7.5(Finish (IS: 18297)) |
- |
23000 |
|
- |
7.3.1(Operating Forces) |
- |
23000 |
|
- |
4(Type & Size) |
- |
23000 |
|
- |
4.1(Type (a) Full Overlay (Fig-1)) |
- |
23000 |
|
- |
4.2((b) Half Overlay (Fig-2)) |
- |
23000 |
|
- |
4.1((b) Half Overlay (Fig-2)) |
- |
23000 |
|
- |
4.1(c) Inset (Fig-2)) |
- |
23000 |
|
- |
4.2(Size (Fig-2)) |
- |
23000 |
|
- |
4.3(Manufacture & Purchaser) |
- |
23000 |
|
- |
5(Material (IS 18297)) |
- |
23000 |
|
- |
6 Table 1(Manufacture(IS: 18297)) |
- |
23000 |
|
- |
7.1(General Test Requirement (IS: 18297)) |
- |
23000 |
|
- |
7.1.1(Preparatory Measures (IS:18297)) |
- |
23000 |
|
- |
7.1.2(Limiting Deviations (IS:18297)) |
- |
23000 |
|
- |
7.1.3(Application of Force (IS: 18297)) |
- |
23000 |
|
- |
7.1.4(Sequence of Testing (IS 18297)) |
- |
23000 |
|
- |
7.1.5.1(Mass (IS:18297)) |
- |
23000 |
|
- |
7.1.5.2((i) Face withdrawal of Screws (IS: 2380 P-14)) |
- |
23000 |
|
- |
7.1.5.2((ii) Density (IS 2380 P-3)) |
- |
23000 |
|
- |
7.2(Over Load Test (IS 18297)) |
- |
23000 |
|
- |
7.2(Vertical Static over Load test (IS:18297)) |
- |
23000 |
|
- |
7.2(Horizontal Static Over load Test ( IS:18297)) |
- |
23000 |
|
- |
Cabinet Hinges(Functional Test (IS: 18297)) |
- |
23000 |
|
- |
Cabinet Hinges(Functional Test (IS: 18297)) |
- |
23000 |
|
- |
7.3.2(First Vertical Static Load test (IS 18297)) |
- |
23000 |
|
- |
7.3.3(First Horizontal Static Load test (IS 18297)) |
- |
23000 |
|
- |
7.3.4(Slam shut test (IS 18297)) |
- |
23000 |
|
- |
7.3.6(Durability Test (IS 18297)) |
- |
23000 |
|
- |
7.3.7(Deflection Test (IS 18297)) |
- |
23000 |
|
- |
7.3.8(Second Vertical Static Test (IS 18297)) |
- |
23000 |
|
- |
7.3.9(Second Horizontal Static Test (IS: 18297)) |
- |
23000 |
|
- |
7.4(Crrosion Resistance (IS 18297)) |
- |
23000 |
|
- |
7.5(Finish (IS: 18297)) |
- |
23000 |
|
- |
7.3.1(Operating Forces) |
- |
23000 |
|
- |
4(Type & Size) |
- |
23000 |
|
- |
4.1(Type (a) Full Overlay (Fig-1)) |
- |
23000 |
|
- |
4.2((b) Half Overlay (Fig-2)) |
- |
23000 |
|
- |
4.1((b) Half Overlay (Fig-2)) |
- |
23000 |
|
- |
4.1(c) Inset (Fig-2)) |
- |
23000 |
|
- |
4.2(Size (Fig-2)) |
- |
23000 |
|
- |
4.3(Manufacture & Purchaser) |
- |
23000 |
|
- |
5(Material (IS 18297)) |
- |
23000 |
|
- |
6 Table 1(Manufacture(IS: 18297)) |
- |
23000 |
|
- |
7.1(General Test Requirement (IS: 18297)) |
- |
23000 |
|
- |
7.1.1(Preparatory Measures (IS:18297)) |
- |
23000 |
|
- |
7.1.2(Limiting Deviations (IS:18297)) |
- |
23000 |
|
- |
7.1.3(Application of Force (IS: 18297)) |
- |
23000 |
|
- |
7.1.4(Sequence of Testing (IS 18297)) |
- |
23000 |
|
- |
7.1.5.1(Mass (IS:18297)) |
- |
23000 |
|
- |
7.1.5.2((i) Face withdrawal of Screws (IS: 2380 P-14)) |
- |
23000 |
|
- |
7.1.5.2((ii) Density (IS 2380 P-3)) |
- |
23000 |
|
- |
7.2(Over Load Test (IS 18297)) |
- |
23000 |
|
- |
7.2(Vertical Static over Load test (IS:18297)) |
- |
23000 |
|
- |
7.2(Horizontal Static Over load Test ( IS:18297)) |
- |
23000 |
|
- |
Cabinet Hinges(Functional Test (IS: 18297)) |
- |
23000 |
|
- |
Cabinet Hinges(Functional Test (IS: 18297)) |
- |
23000 |
|
- |
7.3.2(First Vertical Static Load test (IS 18297)) |
- |
23000 |
|
- |
7.3.3(First Horizontal Static Load test (IS 18297)) |
- |
23000 |
|
- |
7.3.4(Slam shut test (IS 18297)) |
- |
23000 |
|
- |
7.3.6(Durability Test (IS 18297)) |
- |
23000 |
|
- |
7.3.7(Deflection Test (IS 18297)) |
- |
23000 |
|
- |
7.3.8(Second Vertical Static Test (IS 18297)) |
- |
23000 |
|
- |
7.3.9(Second Horizontal Static Test (IS: 18297)) |
- |
23000 |
|
- |
7.4(Crrosion Resistance (IS 18297)) |
- |
23000 |
|
- |
7.5(Finish (IS: 18297)) |
- |
23000 |
|
- |
7.3.1(Operating Forces) |
- |
23000 |
|
- |
4(Type & Size) |
- |
23000 |
|
- |
4.1(Type (a) Full Overlay (Fig-1)) |
- |
23000 |
|
- |
4.2((b) Half Overlay (Fig-2)) |
- |
23000 |
|
- |
4.1((b) Half Overlay (Fig-2)) |
- |
23000 |
|
- |
4.1(c) Inset (Fig-2)) |
- |
23000 |
|
- |
4.2(Size (Fig-2)) |
- |
23000 |
|
- |
4.3(Manufacture & Purchaser) |
- |
23000 |
|
- |
5(Material (IS 18297)) |
- |
23000 |
|
- |
6 Table 1(Manufacture(IS: 18297)) |
- |
23000 |
|
- |
7.1(General Test Requirement (IS: 18297)) |
- |
23000 |
|
- |
7.1.1(Preparatory Measures (IS:18297)) |
- |
23000 |
|
- |
7.1.2(Limiting Deviations (IS:18297)) |
- |
23000 |
|
- |
7.1.3(Application of Force (IS: 18297)) |
- |
23000 |
|
- |
7.1.4(Sequence of Testing (IS 18297)) |
- |
23000 |
|
- |
7.1.5.1(Mass (IS:18297)) |
- |
23000 |
|
- |
7.1.5.2((i) Face withdrawal of Screws (IS: 2380 P-14)) |
- |
23000 |
|
- |
7.1.5.2((ii) Density (IS 2380 P-3)) |
- |
23000 |
|
- |
7.2(Over Load Test (IS 18297)) |
- |
23000 |
|
- |
7.2(Vertical Static over Load test (IS:18297)) |
- |
23000 |
|
- |
7.2(Horizontal Static Over load Test ( IS:18297)) |
- |
23000 |
|
- |
Cabinet Hinges(Functional Test (IS: 18297)) |
- |
23000 |
|
- |
Cabinet Hinges(Functional Test (IS: 18297)) |
- |
23000 |
|
- |
7.3.2(First Vertical Static Load test (IS 18297)) |
- |
23000 |
|
- |
7.3.3(First Horizontal Static Load test (IS 18297)) |
- |
23000 |
|
- |
7.3.4(Slam shut test (IS 18297)) |
- |
23000 |
|
- |
7.3.6(Durability Test (IS 18297)) |
- |
23000 |
|
- |
7.3.7(Deflection Test (IS 18297)) |
- |
23000 |
|
- |
7.3.8(Second Vertical Static Test (IS 18297)) |
- |
23000 |
|
- |
7.3.9(Second Horizontal Static Test (IS: 18297)) |
- |
23000 |
|
- |
7.4(Crrosion Resistance (IS 18297)) |
- |
23000 |
|
- |
7.5(Finish (IS: 18297)) |
- |
23000 |
|
- |
7.3.1(Operating Forces) |
- |
23000 |
|
- |
|
02 Jun, 2027 |
- Included w.e.f. 19.09.2024 |
19 |
IS 17954 (2023) |
TELESCOPIC BALL BEARING DRAWER SLIDE SPECIFICATION |
- |
23000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl-4.2, Table- 2 (i)(Internal channel) |
- |
23000 |
|
- |
Cl-4.2, Table- 2 (ii)(Outer channel) |
- |
23000 |
|
- |
Cl-4.2, Table- 2 (iii)(Track up to 550 mm) |
- |
23000 |
|
- |
Cl-4.2, Table- 2 (iv)(Track from 600 mm onwards) |
- |
23000 |
|
- |
Cl-4.2, Table- 2 (v)(Ball cage) |
- |
23000 |
|
- |
Cl-4.2, Table- 2 (vi)(Ball spacer) |
- |
23000 |
|
- |
Cl-5(Components and Manufacture) |
- |
23000 |
|
- |
Cl-5(Components and Manufacture) |
- |
23000 |
|
- |
Cl-6.1(Preparatory Measures) |
- |
23000 |
|
- |
Cl-6.2 (a)(Limiting Deviations- Force) |
- |
23000 |
|
- |
Cl-6.2 (b)(Limiting Deviations- Speed) |
- |
23000 |
|
- |
Cl-6.2 (c)(Limiting Deviations- Weights) |
- |
23000 |
|
- |
Cl-6.2 (d)(Limiting Deviations- Dimension) |
- |
23000 |
|
- |
Cl-6.3(Application of Forces) |
- |
23000 |
|
- |
Cl-6.4(Testing Equipment) |
- |
23000 |
|
- |
Cl-6.5(Sequence of testing) |
- |
23000 |
|
- |
Cl-7(Vertical Load Test) |
- |
23000 |
|
- |
Cl-8(Horizontal Load Test) |
- |
23000 |
|
- |
Cl-9(Durability Test) |
- |
23000 |
|
- |
Cl-10(Deflection Test) |
- |
23000 |
|
- |
Cl-11(Slam Test) |
- |
23000 |
|
- |
Cl-12(Finish) |
- |
23000 |
|
- |
Cl-5.11(Ball) |
- |
23000 |
|
- |
Cl-5.10(Rivets) |
- |
23000 |
|
- |
Cl-4.2, Table- 2 (i)(Internal channel) |
- |
23000 |
|
- |
Cl-4.2, Table- 2 (ii)(Outer channel) |
- |
23000 |
|
- |
Cl-4.2, Table- 2 (iii)(Track up to 550 mm) |
- |
23000 |
|
- |
Cl-4.2, Table- 2 (iv)(Track from 600 mm onwards) |
- |
23000 |
|
- |
Cl-4.2, Table- 2 (v)(Ball cage) |
- |
23000 |
|
- |
Cl-4.2, Table- 2 (vi)(Ball spacer) |
- |
23000 |
|
- |
Cl-5(Components and Manufacture) |
- |
23000 |
|
- |
Cl-5(Components and Manufacture) |
- |
23000 |
|
- |
Cl-6.1(Preparatory Measures) |
- |
23000 |
|
- |
Cl-6.2 (a)(Limiting Deviations- Force) |
- |
23000 |
|
- |
Cl-6.2 (b)(Limiting Deviations- Speed) |
- |
23000 |
|
- |
Cl-6.2 (c)(Limiting Deviations- Weights) |
- |
23000 |
|
- |
Cl-6.2 (d)(Limiting Deviations- Dimension) |
- |
23000 |
|
- |
Cl-6.3(Application of Forces) |
- |
23000 |
|
- |
Cl-6.4(Testing Equipment) |
- |
23000 |
|
- |
Cl-6.5(Sequence of testing) |
- |
23000 |
|
- |
Cl-7(Vertical Load Test) |
- |
23000 |
|
- |
Cl-8(Horizontal Load Test) |
- |
23000 |
|
- |
Cl-9(Durability Test) |
- |
23000 |
|
- |
Cl-10(Deflection Test) |
- |
23000 |
|
- |
Cl-11(Slam Test) |
- |
23000 |
|
- |
Cl-12(Finish) |
- |
23000 |
|
- |
Cl-5.11(Ball) |
- |
23000 |
|
- |
Cl-5.10(Rivets) |
- |
23000 |
|
- |
Cl-4.2, Table- 2 (i)(Internal channel) |
- |
23000 |
|
- |
Cl-4.2, Table- 2 (ii)(Outer channel) |
- |
23000 |
|
- |
Cl-4.2, Table- 2 (iii)(Track up to 550 mm) |
- |
23000 |
|
- |
Cl-4.2, Table- 2 (iv)(Track from 600 mm onwards) |
- |
23000 |
|
- |
Cl-4.2, Table- 2 (v)(Ball cage) |
- |
23000 |
|
- |
Cl-4.2, Table- 2 (vi)(Ball spacer) |
- |
23000 |
|
- |
Cl-5(Components and Manufacture) |
- |
23000 |
|
- |
Cl-5(Components and Manufacture) |
- |
23000 |
|
- |
Cl-6.1(Preparatory Measures) |
- |
23000 |
|
- |
Cl-6.2 (a)(Limiting Deviations- Force) |
- |
23000 |
|
- |
Cl-6.2 (b)(Limiting Deviations- Speed) |
- |
23000 |
|
- |
Cl-6.2 (c)(Limiting Deviations- Weights) |
- |
23000 |
|
- |
Cl-6.2 (d)(Limiting Deviations- Dimension) |
- |
23000 |
|
- |
Cl-6.3(Application of Forces) |
- |
23000 |
|
- |
Cl-6.4(Testing Equipment) |
- |
23000 |
|
- |
Cl-6.5(Sequence of testing) |
- |
23000 |
|
- |
Cl-7(Vertical Load Test) |
- |
23000 |
|
- |
Cl-8(Horizontal Load Test) |
- |
23000 |
|
- |
Cl-9(Durability Test) |
- |
23000 |
|
- |
Cl-10(Deflection Test) |
- |
23000 |
|
- |
Cl-11(Slam Test) |
- |
23000 |
|
- |
Cl-12(Finish) |
- |
23000 |
|
- |
Cl-5.11(Ball) |
- |
23000 |
|
- |
Cl-5.10(Rivets) |
- |
23000 |
|
- |
Cl-4.2, Table- 2 (i)(Internal channel) |
- |
23000 |
|
- |
Cl-4.2, Table- 2 (ii)(Outer channel) |
- |
23000 |
|
- |
Cl-4.2, Table- 2 (iii)(Track up to 550 mm) |
- |
23000 |
|
- |
Cl-4.2, Table- 2 (iv)(Track from 600 mm onwards) |
- |
23000 |
|
- |
Cl-4.2, Table- 2 (v)(Ball cage) |
- |
23000 |
|
- |
Cl-4.2, Table- 2 (vi)(Ball spacer) |
- |
23000 |
|
- |
Cl-5(Components and Manufacture) |
- |
23000 |
|
- |
Cl-5(Components and Manufacture) |
- |
23000 |
|
- |
Cl-6.1(Preparatory Measures) |
- |
23000 |
|
- |
Cl-6.2 (a)(Limiting Deviations- Force) |
- |
23000 |
|
- |
Cl-6.2 (b)(Limiting Deviations- Speed) |
- |
23000 |
|
- |
Cl-6.2 (c)(Limiting Deviations- Weights) |
- |
23000 |
|
- |
Cl-6.2 (d)(Limiting Deviations- Dimension) |
- |
23000 |
|
- |
Cl-6.3(Application of Forces) |
- |
23000 |
|
- |
Cl-6.4(Testing Equipment) |
- |
23000 |
|
- |
Cl-6.5(Sequence of testing) |
- |
23000 |
|
- |
Cl-7(Vertical Load Test) |
- |
23000 |
|
- |
Cl-8(Horizontal Load Test) |
- |
23000 |
|
- |
Cl-9(Durability Test) |
- |
23000 |
|
- |
Cl-10(Deflection Test) |
- |
23000 |
|
- |
Cl-11(Slam Test) |
- |
23000 |
|
- |
Cl-12(Finish) |
- |
23000 |
|
- |
Cl-5.11(Ball) |
- |
23000 |
|
- |
Cl-5.10(Rivets) |
- |
23000 |
|
- |
Cl-4.2, Table- 2 (i)(Internal channel) |
- |
23000 |
|
- |
Cl-4.2, Table- 2 (ii)(Outer channel) |
- |
23000 |
|
- |
Cl-4.2, Table- 2 (iii)(Track up to 550 mm) |
- |
23000 |
|
- |
Cl-4.2, Table- 2 (iv)(Track from 600 mm onwards) |
- |
23000 |
|
- |
Cl-4.2, Table- 2 (v)(Ball cage) |
- |
23000 |
|
- |
Cl-4.2, Table- 2 (vi)(Ball spacer) |
- |
23000 |
|
- |
Cl-5(Components and Manufacture) |
- |
23000 |
|
- |
Cl-5(Components and Manufacture) |
- |
23000 |
|
- |
Cl-6.1(Preparatory Measures) |
- |
23000 |
|
- |
Cl-6.2 (a)(Limiting Deviations- Force) |
- |
23000 |
|
- |
Cl-6.2 (b)(Limiting Deviations- Speed) |
- |
23000 |
|
- |
Cl-6.2 (c)(Limiting Deviations- Weights) |
- |
23000 |
|
- |
Cl-6.2 (d)(Limiting Deviations- Dimension) |
- |
23000 |
|
- |
Cl-6.3(Application of Forces) |
- |
23000 |
|
- |
Cl-6.4(Testing Equipment) |
- |
23000 |
|
- |
Cl-6.5(Sequence of testing) |
- |
23000 |
|
- |
Cl-7(Vertical Load Test) |
- |
23000 |
|
- |
Cl-8(Horizontal Load Test) |
- |
23000 |
|
- |
Cl-9(Durability Test) |
- |
23000 |
|
- |
Cl-10(Deflection Test) |
- |
23000 |
|
- |
Cl-11(Slam Test) |
- |
23000 |
|
- |
Cl-12(Finish) |
- |
23000 |
|
- |
Cl-5.11(Ball) |
- |
23000 |
|
- |
Cl-5.10(Rivets) |
- |
23000 |
|
- |
Cl-4.2, Table- 2 (i)(Internal channel) |
- |
23000 |
|
- |
Cl-4.2, Table- 2 (ii)(Outer channel) |
- |
23000 |
|
- |
Cl-4.2, Table- 2 (iii)(Track up to 550 mm) |
- |
23000 |
|
- |
Cl-4.2, Table- 2 (iv)(Track from 600 mm onwards) |
- |
23000 |
|
- |
Cl-4.2, Table- 2 (v)(Ball cage) |
- |
23000 |
|
- |
Cl-4.2, Table- 2 (vi)(Ball spacer) |
- |
23000 |
|
- |
Cl-5(Components and Manufacture) |
- |
23000 |
|
- |
Cl-5(Components and Manufacture) |
- |
23000 |
|
- |
Cl-6.1(Preparatory Measures) |
- |
23000 |
|
- |
Cl-6.2 (a)(Limiting Deviations- Force) |
- |
23000 |
|
- |
Cl-6.2 (b)(Limiting Deviations- Speed) |
- |
23000 |
|
- |
Cl-6.2 (c)(Limiting Deviations- Weights) |
- |
23000 |
|
- |
Cl-6.2 (d)(Limiting Deviations- Dimension) |
- |
23000 |
|
- |
Cl-6.3(Application of Forces) |
- |
23000 |
|
- |
Cl-6.4(Testing Equipment) |
- |
23000 |
|
- |
Cl-6.5(Sequence of testing) |
- |
23000 |
|
- |
Cl-7(Vertical Load Test) |
- |
23000 |
|
- |
Cl-8(Horizontal Load Test) |
- |
23000 |
|
- |
Cl-9(Durability Test) |
- |
23000 |
|
- |
Cl-10(Deflection Test) |
- |
23000 |
|
- |
Cl-11(Slam Test) |
- |
23000 |
|
- |
Cl-12(Finish) |
- |
23000 |
|
- |
Cl-5.11(Ball) |
- |
23000 |
|
- |
Cl-5.10(Rivets) |
- |
23000 |
|
- |
|
02 Jun, 2027 |
- Included w.e.f 06.11.2024 |