BIS - LIMS (Laboratory Information Management System)

PIONEER TESTING LABORATORY PRIVATE LIMITED

Kh No. 84/2, Street No: 4, Mundka Industrial Area, (Near Mundka INDUSTRIAL Area Metro Station), New Delhi - 110041., Delhi, West, Delhi, 110041

9810040186 pioneertestinglabdelhi@gmail.com

Scope List

Reset

154 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

IS 2925 (1984)

Specification for industrial safety helmets (Second Revision)

All

12234 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.1(Performance Requirements)	-	4500	-
8.2(Performance Requirements)	-	2500	-
8.3(Performance Requirements)	-	5500	-
8.4(Performance Requirements)	-	4500	-
8.5(Performance Requirements)	-	1500	-
8.6(Performance Requirements)	-	2000	-
7.1(Construction)	-	1500	-
6.1(Construction)	-	500	-
5.5(Construction)	-	500	-
5.4(Construction)	-	1000	-
5.3(Construction)	-	1000	-
5.2(Construction)	-	1500	-
5.1(Construction)	-	500	-
4.1(Sizes)	-	500	-
3.3(Material)	-	1500	-
3.2(Material)	-	1500	-
3.1(Material)	-	500	-

10 Mar, 2027

-
Included w.e.f 20.05.2025

IS 204 : Part 1 (1991)

Tower bolts - Specification: Part 1 ferrous metals (Fifth Revision)

All

5500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Carbon - IS 228)	-	1500	-
4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Manganese - IS 228)	-	1500	-
4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Phosphorus - IS 228)	-	1500	-
4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Sulphur - IS 228)	-	1500	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Carbon - IS 228)	-	1500	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Manganese - IS 228)	-	1500	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Sulphur - IS 228)	-	1500	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Phosphorus - IS 228)	-	1500	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Silicon - IS 228)	-	1500	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Carbon Equivalen(CE) - IS 228)	-	1500	-
4 -Table 5- iii (Ref. Cl 6.1 of IS 210 : 2009)(Chemical composition - Sulphur and/or Phosphorous)	-	1500	-
4 -Table 5- iii (Ref. Cl 9.1 of IS 210 : 2009)(The microstructure shall be substantially free of primary cementite and/ or massive stead ite and shall consist oftlake graphite in a matrix offerrite or pearlite or mixture thereof.)	-	2500	-
4 -Table 5- iii (Ref. Cl 9.1.1 of IS 210 : 2009)(Graphite structute Distribution - IS 7754)	-	2500	-
5.1(General)	-	0	-
5.2.1 Table 1(Particulars-Barrel Tower Bolts)	-	0	-
5.2.2 Table 2(Particulars-Sami Barrel Tower Bolts)	-	0	-
5.2.3 Table 3(Particulars-Riveted or Spot Welded Tower Bolts)	-	0	-
5.2.4 Table 4(Particulars-Skeleton Tower Bolts)	-	0	-
6.1- Table 1(Dimension of Barrel tower bolts-1.Size 2.Length of Bolt-A 3.Length of Barrel-B 4.Width of Barrel-C 5.Dia of Bolt-D 6.Length of Socket-E 7.Thickness of mild steel sheet for barrel-F 8.Dia of bore of barrel or socket- G )	-	1000	-
6.1- Table 1(Dimension of Barrel tower bolts-Minimum No. of equally Spaced Screw holes in Barrel and Socket for wood screw no 6)	-	1000	-
6.2- Table 2(Dimension of Sami Barrel Tower Bolts 1.Size 2.Length of Bolt-A 3.Length of Bolt Plate-B 4.Width of Bolt Plate-C 5.Dia of Bolt-D 6.Length of Socket-E 7.Thickness of Bolt Plate or Socket-F 8.Dia of bore of Bolt Plate or socket G )	-	1000	-
6.2- Table 2(Dimension of Sami Barrel Tower Bolts-Minimum No. of equally Spaced Screw holes in Bolt Plate and Socket for wood screw no 6)	-	1000	-
6.3- Table 3(Dimension of Riveted or Spot Welded Tower Bolts- 1.Size 2.Length of Bolt-A 3.Length of Bolt Plate-B 4.Width of Bolt Plate-C 5.Dia of Bolt-D 6.Length of Socket-E 7. Length of Strap-E" 8.Thickness of Back Plate -F 9.Thickness of Socket or Upper Plate and Strap- F" 10.Dia of bore of Bolt Plate or socket- G 11. Length of Alternative Socket-H )	-	1000	-
6.3- Table 3(Dimension of Riveted or Spot Welded Tower Bolts-Minimum No. of equally Spaced Screw holes in Bolt Plate and Socket for wood screw no 6)	-	1000	-
6.4- Table 4(Dimension of Skeleton Tower Bolts 1.Size 2.Length of Bolt-A 3.Length of Bolt Plate-B 4.Width of Bolt Plate-C 5.Dia of Bolt-D 6.Length of Staple-E 7.Thickness of Plate or Staple -F 8.Dia of bore of Plate or Staple-G 9.Dia of shank of Knob-J)	-	1000	-
6.4- Table 4(Dimension of Skeleton Tower Bolts- Nos of Staples)	-	1000	-
6.4- Table 4(Dimension of Skeleton Tower Bolts-Minimum No. of Screw holes for wood screw no 6)	-	1000	-
8.1(MARKING- .)	-	500	-
8.1.1,(MARKING- )	-	500	-
9(PACKING)	-	0	-
7(Finish)	-	500	-
4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Carbon - IS 228)	-	0	-
4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Manganese - IS 228)	-	0	-
4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Phosphorus - IS 228)	-	0	-
4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Sulphur - IS 228)	-	0	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Carbon - IS 228)	-	0	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Manganese - IS 228)	-	0	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Sulphur - IS 228)	-	0	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Phosphorus - IS 228)	-	0	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Silicon - IS 228)	-	0	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Carbon Equivalen(CE) - IS 228)	-	0	-
4 -Table 5- iii (Ref. Cl 6.1 of IS 210 : 2009)(Chemical composition - Sulphur and/or Phosphorous)	-	0	-
4 -Table 5- iii (Ref. Cl 9.1 of IS 210 : 2009)(The microstructure shall be substantially free of primary cementite and/ or massive stead ite and shall consist oftlake graphite in a matrix offerrite or pearlite or mixture thereof.)	-	0	-
4 -Table 5- iii (Ref. Cl 9.1.1 of IS 210 : 2009)(Graphite structute Distribution - IS 7754)	-	0	-
5.1(General)	-	0	-
5.2.1 Table 1(Particulars-Barrel Tower Bolts)	-	0	-
5.2.2 Table 2(Particulars-Sami Barrel Tower Bolts)	-	0	-
5.2.3 Table 3(Particulars-Riveted or Spot Welded Tower Bolts)	-	0	-
5.2.4 Table 4(Particulars-Skeleton Tower Bolts)	-	0	-
6.1- Table 1(Dimension of Barrel tower bolts-1.Size 2.Length of Bolt-A 3.Length of Barrel-B 4.Width of Barrel-C 5.Dia of Bolt-D 6.Length of Socket-E 7.Thickness of mild steel sheet for barrel-F 8.Dia of bore of barrel or socket- G )	-	0	-
6.1- Table 1(Dimension of Barrel tower bolts-Minimum No. of equally Spaced Screw holes in Barrel and Socket for wood screw no 6)	-	0	-
6.2- Table 2(Dimension of Sami Barrel Tower Bolts 1.Size 2.Length of Bolt-A 3.Length of Bolt Plate-B 4.Width of Bolt Plate-C 5.Dia of Bolt-D 6.Length of Socket-E 7.Thickness of Bolt Plate or Socket-F 8.Dia of bore of Bolt Plate or socket G )	-	0	-
6.2- Table 2(Dimension of Sami Barrel Tower Bolts-Minimum No. of equally Spaced Screw holes in Bolt Plate and Socket for wood screw no 6)	-	0	-
6.3- Table 3(Dimension of Riveted or Spot Welded Tower Bolts- 1.Size 2.Length of Bolt-A 3.Length of Bolt Plate-B 4.Width of Bolt Plate-C 5.Dia of Bolt-D 6.Length of Socket-E 7. Length of Strap-E" 8.Thickness of Back Plate -F 9.Thickness of Socket or Upper Plate and Strap- F" 10.Dia of bore of Bolt Plate or socket- G 11. Length of Alternative Socket-H )	-	0	-
6.3- Table 3(Dimension of Riveted or Spot Welded Tower Bolts-Minimum No. of equally Spaced Screw holes in Bolt Plate and Socket for wood screw no 6)	-	0	-
6.4- Table 4(Dimension of Skeleton Tower Bolts 1.Size 2.Length of Bolt-A 3.Length of Bolt Plate-B 4.Width of Bolt Plate-C 5.Dia of Bolt-D 6.Length of Staple-E 7.Thickness of Plate or Staple -F 8.Dia of bore of Plate or Staple-G 9.Dia of shank of Knob-J)	-	0	-
6.4- Table 4(Dimension of Skeleton Tower Bolts- Nos of Staples)	-	0	-
6.4- Table 4(Dimension of Skeleton Tower Bolts-Minimum No. of Screw holes for wood screw no 6)	-	0	-
8.1(MARKING- .)	-	0	-
8.1.1,(MARKING- )	-	0	-
9(PACKING)	-	0	-
7(Finish)	-	0	-
4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Carbon - IS 228)	-	1500	-
4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Manganese - IS 228)	-	1500	-
4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Phosphorus - IS 228)	-	1500	-
4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Sulphur - IS 228)	-	1500	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Carbon - IS 228)	-	1500	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Manganese - IS 228)	-	1500	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Sulphur - IS 228)	-	1500	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Phosphorus - IS 228)	-	1500	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Silicon - IS 228)	-	1500	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Carbon Equivalen(CE) - IS 228)	-	1500	-
4 -Table 5- iii (Ref. Cl 6.1 of IS 210 : 2009)(Chemical composition - Sulphur and/or Phosphorous)	-	1500	-
4 -Table 5- iii (Ref. Cl 9.1 of IS 210 : 2009)(The microstructure shall be substantially free of primary cementite and/ or massive stead ite and shall consist oftlake graphite in a matrix offerrite or pearlite or mixture thereof.)	-	2500	-
4 -Table 5- iii (Ref. Cl 9.1.1 of IS 210 : 2009)(Graphite structute Distribution - IS 7754)	-	2500	-
5.1(General)	-	0	-
5.2.1 Table 1(Particulars-Barrel Tower Bolts)	-	0	-
5.2.2 Table 2(Particulars-Sami Barrel Tower Bolts)	-	0	-
5.2.3 Table 3(Particulars-Riveted or Spot Welded Tower Bolts)	-	0	-
5.2.4 Table 4(Particulars-Skeleton Tower Bolts)	-	0	-
6.1- Table 1(Dimension of Barrel tower bolts-1.Size 2.Length of Bolt-A 3.Length of Barrel-B 4.Width of Barrel-C 5.Dia of Bolt-D 6.Length of Socket-E 7.Thickness of mild steel sheet for barrel-F 8.Dia of bore of barrel or socket- G )	-	1500	-
6.1- Table 1(Dimension of Barrel tower bolts-Minimum No. of equally Spaced Screw holes in Barrel and Socket for wood screw no 6)	-	1500	-
6.2- Table 2(Dimension of Sami Barrel Tower Bolts 1.Size 2.Length of Bolt-A 3.Length of Bolt Plate-B 4.Width of Bolt Plate-C 5.Dia of Bolt-D 6.Length of Socket-E 7.Thickness of Bolt Plate or Socket-F 8.Dia of bore of Bolt Plate or socket G )	-	1500	-
6.2- Table 2(Dimension of Sami Barrel Tower Bolts-Minimum No. of equally Spaced Screw holes in Bolt Plate and Socket for wood screw no 6)	-	1500	-
6.3- Table 3(Dimension of Riveted or Spot Welded Tower Bolts- 1.Size 2.Length of Bolt-A 3.Length of Bolt Plate-B 4.Width of Bolt Plate-C 5.Dia of Bolt-D 6.Length of Socket-E 7. Length of Strap-E" 8.Thickness of Back Plate -F 9.Thickness of Socket or Upper Plate and Strap- F" 10.Dia of bore of Bolt Plate or socket- G 11. Length of Alternative Socket-H )	-	1500	-
6.3- Table 3(Dimension of Riveted or Spot Welded Tower Bolts-Minimum No. of equally Spaced Screw holes in Bolt Plate and Socket for wood screw no 6)	-	1500	-
6.4- Table 4(Dimension of Skeleton Tower Bolts 1.Size 2.Length of Bolt-A 3.Length of Bolt Plate-B 4.Width of Bolt Plate-C 5.Dia of Bolt-D 6.Length of Staple-E 7.Thickness of Plate or Staple -F 8.Dia of bore of Plate or Staple-G 9.Dia of shank of Knob-J)	-	1500	-
6.4- Table 4(Dimension of Skeleton Tower Bolts- Nos of Staples)	-	1500	-
6.4- Table 4(Dimension of Skeleton Tower Bolts-Minimum No. of Screw holes for wood screw no 6)	-	1500	-
8.1(MARKING- .)	-	0	-
8.1.1,(MARKING- )	-	0	-
9(PACKING)	-	0	-
7(Finish)	-	500	-

10 Mar, 2027

-
Included w.e.f 20.05.2025

IS 6529 (1996)

Stainless steel blooms, billets and slabs for forging - Specification (First Revision)

All

9450 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.1,7.2,7.3 Table 1(Carbon-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	300	-
7.1,7.2,7.3 Table 1(Silicon-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	300	-
7.1,7.2,7.3 Table 1(Manganese-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	300	-
7.1,7.2,7.3 Table 1(Nickel-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	300	-
7.1,7.2,7.3 Table 1(Chromium-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	300	-
7.1,7.2,7.3 Table 1(Molybdenum-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	300	-
7.1,7.2,7.3 Table 1(Titanium-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	300	-
7.1,7.2,7.3 Table 1(Niobium-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	300	-
7.1,7.2,7.3 Table 1(Sulphur-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	300	-
7.1,7.2,7.3 Table 1(Phosphorous-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	300	-
7.1,7.2,7.3 Table 1(Others(Nitrogen)-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	300	-
7.1,7.2,7.3 Table 1(Selenium-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	300	-
7.3(Copper-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	300	-
13(Corrosion Resistance- IS 10461(Part1))	-	2500	-
13(Corrosion Resistance- IS 10461(Part2))	-	2500	-
6(Freedom from defects)	-	500	-
9(Hardness)	-	1500	-
10(Dimensional Tolerances)	-	1000	-
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Phosphorus)	-	300	-
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Sulphur)	-	300	-
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Niobium)	-	300	-
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Titanium)	-	300	-
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Molybdenum)	-	300	-
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Chromium)	-	300	-
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Nickel )	-	300	-
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Manganese)	-	300	-
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Silicon)	-	300	-
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Carbon)	-	300	-
14(Marking)	-	500	-
14(Marking)	-	500	-
7.1,7.2,7.3 Table 1(Carbon-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	0	-
7.1,7.2,7.3 Table 1(Silicon-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	0	-
7.1,7.2,7.3 Table 1(Manganese-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	0	-
7.1,7.2,7.3 Table 1(Nickel-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	0	-
7.1,7.2,7.3 Table 1(Chromium-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	0	-
7.1,7.2,7.3 Table 1(Molybdenum-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	0	-
7.1,7.2,7.3 Table 1(Titanium-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	0	-
7.1,7.2,7.3 Table 1(Niobium-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	0	-
7.1,7.2,7.3 Table 1(Sulphur-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	0	-
7.1,7.2,7.3 Table 1(Phosphorous-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	0	-
7.1,7.2,7.3 Table 1(Others(Nitrogen)-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	0	-
7.1,7.2,7.3 Table 1(Selenium-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	0	-
7.3(Copper-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	0	-
13(Corrosion Resistance- IS 10461(Part1))	-	0	-
13(Corrosion Resistance- IS 10461(Part2))	-	0	-
6(Freedom from defects)	-	0	-
9(Hardness)	-	0	-
10(Dimensional Tolerances)	-	0	-
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Phosphorus)	-	0	-
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Sulphur)	-	0	-
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Niobium)	-	0	-
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Titanium)	-	0	-
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Molybdenum)	-	0	-
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Chromium)	-	0	-
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Nickel )	-	0	-
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Manganese)	-	0	-
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Silicon)	-	0	-
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Carbon)	-	0	-
14(Marking)	-	0	-
14(Marking)	-	0	-

10 Mar, 2027

-
Included w.e.f 20.05.2025

IS 10124 : Part 10 (2009)

Fabricated pvc - U fittings for potable water supplies - Specification: Part 10 specific requirements for 45 degree bends (Second Revision)

All

3700 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General)	-	2500	-
3.2, 3.2.1, Fig 2(Manufacture)	-	500	-
3.2.2, Fig 1, table 1(Dimensions)	-	500	-
3.2.3(the socket measurement shall comply with IS 10124 (Part 1).)	-	500	-
Table 1 (Clause 3.2.2, and Fig. 1)(Dimensions of 45o Bend)	-	500	-
Table 2 (Clause 3.2.2, and Fig. 2)(Dimensions of 45° Bend for Elastomeric Sealing Ring Joint)	-	500	-

10 Mar, 2027

-
Included w.e.f 08.05.2025

IS 6603 (2024)

Stainless Steel Semi-Finished Products, Bars, Wire Rods and Bright Bars â Specification (Second Revision)

All

16300 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl - 9.1,9.5,13.2(Thickness or Diameter)	-	600	-
Cl - 9.1,9.5,13.2(Proof Strength Rp 0.2 MP)	-	1000	-
Cl - 9.1,9.5,13.2(Proof Strength Rp 1.0 MP)	-	1000	-
Cl - 9.1,9.5,13.2(Tensile Strength)	-	1500	-
Cl - 9.1,9.5,13.2(Elongation After Fracture Long.)	-	1000	-
Cl - 9.1,9.5,13.2(Elongation After Fracture Tr.)	-	1000	-
Cl - 9.1,9.5,13.2(Impact Energy (ISO-V) Long.)	-	1500	-
Cl - 9.1,9.5,13.2(Impact Energy (ISO-V) Tr.)	-	1500	-
Cl - 9.1,9.5,13.2(Resistance to Inter-Granular Corrosion in the Delivery Condition)	-	2500	-
Cl - 9.1,9.5,13.2(Resistance to Inter-Granular Corrosion in the Sensitized Condition)	-	2500	-
Cl - 9.1,9.5,13.2(Hardness)	-	1800	-
Cl - 9.1,9.5,13.2(Elongation After Fracture)	-	1000	-
Cl - 9.1,9.5,13.2(Impact Energy (ISO-V))	-	1500	-
Cl - 9.1,9.3,9.4,9.5,13.2(Thickness or Diameter)	-	600	-
Cl - 9.1,9.3,9.4,9.5,13.2(R MPa Max(Annealed))	-	1500	-
Cl - 9.1,9.3,9.4,9.5,13.2(Hardness HB Max(Annealed))	-	1800	-
Cl - 9.1,9.3,9.4,9.5,13.2(Heat Treatment Condition (Quenched + Tempered))	-	0	-
Cl - 9.1,9.3,9.4,9.5,13.2(R 0.2 MPa Min(Quenched + Tempered))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(R Mpa(Quenched + Tempered))	-	0	-
Cl - 9.1,9.3,9.4,9.5,13.2(A Percent Min Long.(Quenched + Tempered))	-	0	-
Cl - 9.1,9.3,9.4,9.5,13.2(A Percent Min Tr.(Quenched + Tempered))	-	0	-
Cl - 9.1,9.3,9.4,9.5,13.2(KV J Min Long.(Quenched + Tempered))	-	0	-
Cl - 9.1,9.3,9.4,9.5,13.2(KV J Min Long.(Quenched + Tempered))	-	0	-
Cl - 9.1,9.3,9.4,9.5,13.2(Thickness or Diameter)	-	600	-
Cl - 9.1,9.3,9.4,9.5,13.2(R MPa Max(Annealed))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(Hardness HB Max(Annealed))	-	1800	-
Cl - 9.1,9.3,9.4,9.5,13.2(Heat Treatment Condition (Quenched + Tempered))	-	0	-
Cl - 9.1,9.3,9.4,9.5,13.2(R 0.2 MPa Min(Quenched + Tempered))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(R Mpa(Quenched + Tempered))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(A Percent Min Long.(Quenched + Tempered))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(A Percent Min Tr.(Quenched + Tempered))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(KV J Min Long.(Quenched + Tempered))	-	1500	-
Cl - 9.1,9.3,9.4,9.5,13.2(KV J Min Long.(Quenched + Tempered))	-	1500	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 100 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 150 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 200 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 250 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 300 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 350 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 400 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 450 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 500 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 550 Deg. C)	-	1000	-
Cl - 9.2(Minimum 1 Percent Proof Strength at 100 Deg. C.)	-	1000	-
Cl - 9.2(Minimum 1 Percent Proof Strength at 150 Deg. C.)	-	1000	-
Cl - 9.2(Minimum 1 Percent Proof Strength at 200 Deg. C.)	-	1000	-
Cl - 9.2(Minimum 1 Percent Proof Strength at 250 Deg. C.)	-	1000	-
Cl - 9.2(Minimum 1 Percent Proof Strength at 300 Deg. C.)	-	1000	-
Cl - 9.2(Minimum 1 Percent Proof Strength at 350 Deg. C.)	-	1000	-
Cl - 9.2(Minimum 1 Percent Proof Strength at 400 Deg. C.)	-	1000	-
Cl - 9.2(Minimum 1 Percent Proof Strength at 450 Deg. C.)	-	1000	-
Cl - 9.2(Minimum 1 Percent Proof Strength at 550 Deg. C.)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 100 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 150 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 200 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 250 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 100 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 150 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 200 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 250 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 300 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 350 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 400 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 100 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 150 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 200 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 250 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 300 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 350 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 400 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 100 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 150 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 200 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 250 Deg. C)	-	1000	-
Cl-7.1, 7.2(C)	-	300	-
Cl-7.1, 7.2(Si)	-	300	-
Cl-7.1, 7.2(Mn)	-	300	-
Cl-7.1, 7.2(P)	-	300	-
Cl-7.1, 7.2(S)	-	300	-
Cl-7.1, 7.2(Cr)	-	300	-
Cl-7.1, 7.2(Mo)	-	300	-
Cl-7.1, 7.2(Ni)	-	300	-
Cl-7.1, 7.2(N)	-	300	-
Cl-7.1, 7.2(Cu)	-	300	-
Cl-7.1, 7.2(Ti)	-	300	-
Cl-7.1, 7.2(W)	-	300	-
cL-7.1, 7.2(Co)	-	300	-
Cl-7.1, 7.2(Ti: (C + N))	-	300	-
Cl-7.1, 7.2(V)	-	300	-
Cl-7.1, 7.2(Al)	-	300	-
Cl-7.1, 7.2(Boron)	-	300	-
Cl-7.1, 7.2(Tungsten)	-	300	-
Cl-7.1, 7.2(Nb)	-	300	-
Cl - 9.1,9.5,13.2(Thickness or Diameter)	-	600	-
Cl - 9.1,9.5,13.2(Proof Strength Rp 0.2 MP)	-	1000	-
Cl - 9.1,9.5,13.2(Proof Strength Rp 1.0 MP)	-	1000	-
Cl - 9.1,9.5,13.2(Tensile Strength)	-	1500	-
Cl - 9.1,9.5,13.2(Elongation After Fracture Long.)	-	1000	-
Cl - 9.1,9.5,13.2(Elongation After Fracture Tr.)	-	1000	-
Cl - 9.1,9.5,13.2(Impact Energy (ISO-V) Long.)	-	1500	-
Cl - 9.1,9.5,13.2(Impact Energy (ISO-V) Tr.)	-	1500	-
Cl - 9.1,9.5,13.2(Resistance to Inter-Granular Corrosion in the Delivery Condition)	-	2500	-
Cl - 9.1,9.5,13.2(Resistance to Inter-Granular Corrosion in the Sensitized Condition)	-	2500	-
Cl - 9.1,9.5,13.2(Hardness)	-	1800	-
Cl - 9.1,9.5,13.2(Elongation After Fracture)	-	1000	-
Cl - 9.1,9.5,13.2(Impact Energy (ISO-V))	-	1500	-
Cl - 9.1,9.3,9.4,9.5,13.2(Thickness or Diameter)	-	600	-
Cl - 9.1,9.3,9.4,9.5,13.2(R MPa Max(Annealed))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(Hardness HB Max(Annealed))	-	1800	-
Cl - 9.1,9.3,9.4,9.5,13.2(Heat Treatment Condition (Quenched + Tempered))	-	0	-
Cl - 9.1,9.3,9.4,9.5,13.2(R 0.2 MPa Min(Quenched + Tempered))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(R Mpa(Quenched + Tempered))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(A Percent Min Long.(Quenched + Tempered))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(A Percent Min Tr.(Quenched + Tempered))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(KV J Min Long.(Quenched + Tempered))	-	1500	-
Cl - 9.1,9.3,9.4,9.5,13.2(KV J Min Long.(Quenched + Tempered))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(Thickness or Diameter)	-	600	-
Cl - 9.1,9.3,9.4,9.5,13.2(R MPa Max(Annealed))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(Hardness HB Max(Annealed))	-	1800	-
Cl - 9.1,9.3,9.4,9.5,13.2(Heat Treatment Condition (Quenched + Tempered))	-	0	-
Cl - 9.1,9.3,9.4,9.5,13.2(R 0.2 MPa Min(Quenched + Tempered))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(R Mpa(Quenched + Tempered))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(A Percent Min Long.(Quenched + Tempered))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(A Percent Min Tr.(Quenched + Tempered))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(KV J Min Long.(Quenched + Tempered))	-	1500	-
Cl - 9.1,9.3,9.4,9.5,13.2(KV J Min Long.(Quenched + Tempered))	-	1500	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 100 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 150 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 200 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 250 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 300 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 350 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 400 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 450 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 500 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 550 Deg. C)	-	1000	-
Cl - 9.2(Minimum 1 Percent Proof Strength at 100 Deg. C.)	-	1000	-
Cl - 9.2(Minimum 1 Percent Proof Strength at 150 Deg. C.)	-	1000	-
Cl - 9.2(Minimum 1 Percent Proof Strength at 200 Deg. C.)	-	1000	-
Cl - 9.2(Minimum 1 Percent Proof Strength at 250 Deg. C.)	-	1000	-
Cl - 9.2(Minimum 1 Percent Proof Strength at 300 Deg. C.)	-	1000	-
Cl - 9.2(Minimum 1 Percent Proof Strength at 350 Deg. C.)	-	1000	-
Cl - 9.2(Minimum 1 Percent Proof Strength at 400 Deg. C.)	-	1000	-
Cl - 9.2(Minimum 1 Percent Proof Strength at 450 Deg. C.)	-	1000	-
Cl - 9.2(Minimum 1 Percent Proof Strength at 550 Deg. C.)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 100 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 150 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 200 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 250 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 100 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 150 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 200 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 250 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 300 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 350 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 400 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 100 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 150 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 200 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 250 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 300 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 350 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 400 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 100 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 150 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 200 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 250 Deg. C)	-	1000	-
Cl-7.1, 7.2(C)	-	300	-
Cl-7.1, 7.2(Si)	-	300	-
Cl-7.1, 7.2(Mn)	-	300	-
Cl-7.1, 7.2(P)	-	300	-
Cl-7.1, 7.2(S)	-	300	-
Cl-7.1, 7.2(Cr)	-	300	-
Cl-7.1, 7.2(Mo)	-	300	-
Cl-7.1, 7.2(Ni)	-	300	-
Cl-7.1, 7.2(N)	-	300	-
Cl-7.1, 7.2(Cu)	-	300	-
Cl-7.1, 7.2(Ti)	-	300	-
Cl-7.1, 7.2(W)	-	300	-
cL-7.1, 7.2(Co)	-	300	-
Cl-7.1, 7.2(Ti: (C + N))	-	300	-
Cl-7.1, 7.2(V)	-	300	-
Cl-7.1, 7.2(Al)	-	300	-
Cl-7.1, 7.2(Boron)	-	300	-
Cl-7.1, 7.2(Tungsten)	-	300	-
Cl-7.1, 7.2(Nb)	-	300	-
Cl. 7.1, 7.2, 7.3 & 13.1 Table 1((Titanium- Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.))	-	300	-
Cl 6((freedom from defects))	-	500	-
Cl. 12((dimension and tolerance))	-	600	-
Cl. 14((corrosion resistance))	-	2500	-

10 Mar, 2027

-
Included w.e.f 20.05.2025

IS 4026 (2023)

ALUMINIUM INGOTS BILLETS AND WIRE BARS EC GRADE

All

3600 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8(SHAPES AND SIZES)	-	600	-
9, Table 1, i)(Aluminium, Min)	-	500	-
9, Table 1, ii)(Silicon)	-	500	-
9, Table 1, iii)(Iron)	-	500	-
9, Table 1, iv)(Copper)	-	500	-
9, Table 1, v)(Manganese)	-	500	-
9, Table 1, vi)(Magnesium)	-	500	-
9, Table 1, vii)(Chromium)	-	500	-
9, Table 1, viii)(Zinc)	-	500	-
9, Table 1, ix)(Titanium)	-	500	-
9, Table 1, x)(Boron)	-	500	-
9, Table 1, xi)(Gallium)	-	500	-
9, Table 1, xii)(Zirconium)	-	500	-
9, Table 1, xiii)(Titanium + Vanadium)	-	500	-
9, Table 1, xiv)(Other elements (each))	-	500	-
9, Table 1, xv)(Other elements (Total))	-	500	-
8(SHAPES AND SIZES)	-	600	-
9, Table 1, i)(Aluminium, Min)	-	500	-
9, Table 1, ii)(Silicon)	-	500	-
9, Table 1, iii)(Iron)	-	500	-
9, Table 1, iv)(Copper)	-	500	-
9, Table 1, v)(Manganese)	-	500	-
9, Table 1, vi)(Magnesium)	-	500	-
9, Table 1, vii)(Chromium)	-	500	-
9, Table 1, viii)(Zinc)	-	500	-
9, Table 1, ix)(Titanium)	-	500	-
9, Table 1, x)(Boron)	-	500	-
9, Table 1, xi)(Gallium)	-	500	-
9, Table 1, xii)(Zirconium)	-	500	-
9, Table 1, xiii)(Titanium + Vanadium)	-	500	-
9, Table 1, xiv)(Other elements (each))	-	0	-
9, Table 1, xv)(Other elements (Total))	-	0	-

10 Mar, 2027

-
Included w.e.f 20.05.2025

IS 14587 (2023)

Prelaminated Medium Density Fibre Board - Specification

All

16500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-5.1(Medium Density Fibre (MDF) Board)	-	1000	-
Cl-7(Finish)	-	500	-
Cl-8.1(Dimensions of prelaminated MDF)	-	2500	-
Cl-8.2(Tolerances)	-	2500	-
Cl-8.2.1(Edge straightness)	-	100	-
Cl-9.1 S.No-(1), i(Density, kg/m3)	-	750	-
Cl-9.1 S.No-(1), ii(Variation from mean density, percent)	-	750	-
Cl-9.1 S.No-(1), iii(Moisture content, percent)	-	1000	-
Cl-9.1 S.No-(1), iv(Variation from mean moisture content, percent (absolute))	-	1000	-
Cl-9.1 S.No-(1), v(Linear expansion (thickness swelling in water), due to general absorption after 24 h soaking, percent, Max)	-	1000	-
Cl-9.1 S.No-(1), vi(Internal bond strength, N/mm2, Min)	-	1000	-
Cl-9.1 S.No-(1), vii,a(After cyclic test)	-	1000	-
Cl-9.1 S.No-(1), vii,b(After accelerated water resistance test)	-	1000	-
Cl-9.1 S.No-(1), viii(Modulus of rupture, N/mm2 , Min)	-	2500	-
Cl-9.1 S.No-(1), ix(Modulus of elasticity, N/mm2 , Min)	-	2500	-
Cl-9.1 S.No-(1), x,(Screw withdrawal strength, ????????, Min)	-	1000	-
Cl-9.1 S.No-(1), xi(Formaldehyde content (Fc), mg/100 g for oven dry board)	-	4000	-
Cl-9.1 S.No-(1), xii(Steady-state formaldehyde emission (Fc), mg/m3)	-	4000	-
Cl-9.1 S.No-(1), xiii(Abrasion resistance in number of revolutions, Min, (Type 1 to 4))	-	1500	-
Cl-9.1 S.No-(1), xiv(Resistance to steam/water vapours)	-	1500	-
Cl-9.1 S.No-(1), xv(Resistance to crack)	-	1500	-
Cl-9.1 S.No-(1), xvi(Resistance to a cigarette burn)	-	1500	-
Cl-9.1 S.No-(1), xvii(Resistance to stain)	-	1500	-
Cl-11.2(Specific Requirement)	-	0	-
Cl-12(Marking)	-	500	-
Cl-5.2(Impregnated Base Paper)	-	2500	-
Cl-5.3(Impregnated Overlay)	-	0	-
Cl-5.1(Medium Density Fibre (MDF) Board)	-	0	-
Cl-7(Finish)	-	250	-
Cl-8.1(Dimensions of prelaminated MDF)	-	2500	-
Cl-8.2(Tolerances)	-	0	-
Cl-8.2.1(Edge straightness)	-	750	-
Cl-9.1 S.No-(1), i(Density, kg/m3)	-	750	-
Cl-9.1 S.No-(1), ii(Variation from mean density, percent)	-	750	-
Cl-9.1 S.No-(1), iii(Moisture content, percent)	-	750	-
Cl-9.1 S.No-(1), iv(Variation from mean moisture content, percent (absolute))	-	750	-
Cl-9.1 S.No-(1), v(Linear expansion (thickness swelling in water), due to general absorption after 24 h soaking, percent, Max)	-	1000	-
Cl-9.1 S.No-(1), vi(Internal bond strength, N/mm2, Min)	-	1000	-
Cl-9.1 S.No-(1), vii,a(After cyclic test)	-	1000	-
Cl-9.1 S.No-(1), vii,b(After accelerated water resistance test)	-	1000	-
Cl-9.1 S.No-(1), viii(Modulus of rupture, N/mm2 , Min)	-	2500	-
Cl-9.1 S.No-(1), ix(Modulus of elasticity, N/mm2 , Min)	-	2500	-
Cl-9.1 S.No-(1), x,(Screw withdrawal strength, ????????, Min)	-	1000	-
Cl-9.1 S.No-(1), xi(Formaldehyde content (Fc), mg/100 g for oven dry board)	-	4000	-
Cl-9.1 S.No-(1), xii(Steady-state formaldehyde emission (Fc), mg/m3)	-	4000	-
Cl-9.1 S.No-(1), xiii(Abrasion resistance in number of revolutions, Min, (Type 1 to 4))	-	1000	-
Cl-9.1 S.No-(1), xiv(Resistance to steam/water vapours)	-	1500	-
Cl-9.1 S.No-(1), xv(Resistance to crack)	-	1000	-
Cl-9.1 S.No-(1), xvi(Resistance to a cigarette burn)	-	1500	-
Cl-9.1 S.No-(1), xvii(Resistance to stain)	-	1000	-
Cl-11.2(Specific Requirement)	-	0	-
Cl-12(Marking)	-	500	-
Cl-5.2(Impregnated Base Paper)	-	2500	-
Cl-5.3(Impregnated Overlay)	-	0	-

10 Mar, 2027

-
Included w.e.f 20.05.2025 Exclusion: Cl 9.1(xii) Steady State Formaldehyde Emission

IS 12406 (2021)

Medium density fibre boards for general purpose - Specification

All

12900 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clauses 5.2, 9 and 10.2.2(Density)	-	750	-
Clauses 5.2, 9 and 10.2.2(Density)	-	750	-
Clauses 5.2, 9 and 10.2.2(Variation from mean density)	-	750	-
Clauses 5.2, 9 and 10.2.2(Moisture Content)	-	750	-
Clauses 5.2, 9 and 10.2.2(Variation from mean moisture content)	-	750	-
Clauses 5.2, 9 and 10.2.2(Linear expansion (Thickness Swelling in Water) Due to general Absorption after 24h soaking)	-	1500	-
Clauses 5.2, 9 and 10.2.2(Internal Bond Strength)	-	1500	-
Clauses 5.2, 9 and 10.2.2(Internal Bond strength (i) (After Cyclic test) (ii) (After accelerated water resistance test))	-	1500	-
Clauses 5.2, 9 and 10.2.2(Modulus of Rupture a) Avg. Value b) Min. Individual)	-	2500	-
Clauses 5.2, 9 and 10.2.2(Modulus of Elasticity a) Avg. Value b) Min. Individual)	-	2500	-
Clauses 5.2, 9 and 10.2.2(Screw withdrawl strength (i) Face (ii) Edge (For thickness >12mm))	-	1500	-
Clauses 5.2, 9 and 10.2.2(Formaldehyde Content (i) For Formaldehyde Class, E1 (ii) For Formaldehyde Class, E2)	-	3500	-
Clauses 5.2, 9 and 10.2.2(Steady State Formaldehyde emission (Fc (i) For Formaldehyde Class, E1 (ii) For Formaldehyde Class, E2)	-	3500	-
8(DIMENSIONS AND TOLERANCES)	-	1000	-
Cl-11(ADDITIONAL REQUIREMENTS FOR ECO-MARK)	-	0	-
Cl 7(Finish)	-	500	-
Clauses 5.2, 9 and 10.2.2(Density)	-	750	-
Clauses 5.2, 9 and 10.2.2(Density)	-	750	-
Clauses 5.2, 9 and 10.2.2(Variation from mean density)	-	750	-
Clauses 5.2, 9 and 10.2.2(Moisture Content)	-	1000	-
Clauses 5.2, 9 and 10.2.2(Variation from mean moisture content)	-	1000	-
Clauses 5.2, 9 and 10.2.2(Linear expansion (Thickness Swelling in Water) Due to general Absorption after 24h soaking)	-	750	-
Clauses 5.2, 9 and 10.2.2(Internal Bond Strength)	-	1500	-
Clauses 5.2, 9 and 10.2.2(Internal Bond strength (i) (After Cyclic test) (ii) (After accelerated water resistance test))	-	1500	-
Clauses 5.2, 9 and 10.2.2(Modulus of Rupture a) Avg. Value b) Min. Individual)	-	2500	-
Clauses 5.2, 9 and 10.2.2(Modulus of Elasticity a) Avg. Value b) Min. Individual)	-	2500	-
Clauses 5.2, 9 and 10.2.2(Screw withdrawl strength (i) Face (ii) Edge (For thickness >12mm))	-	1500	-
Clauses 5.2, 9 and 10.2.2(Formaldehyde Content (i) For Formaldehyde Class, E1 (ii) For Formaldehyde Class, E2)	-	2500	-
Clauses 5.2, 9 and 10.2.2(Steady State Formaldehyde emission (Fc (i) For Formaldehyde Class, E1 (ii) For Formaldehyde Class, E2)	-	2500	-
8(DIMENSIONS AND TOLERANCES)	-	1500	-
Cl-11(ADDITIONAL REQUIREMENTS FOR ECO-MARK)	-	0	-
Cl 7(Finish)	-	500	-

10 Mar, 2027

-
Included w.e.f 20.05.2025

IS 2191 : Part 2 (2022)

WOODEN FLUSH DOOR SHUTTERS (CELLULAR, HOLLOW AND TUBULAR CORE TYPE) - SPECIFICATION PART 2 PARTICLE BOARD, HIGH DENSITY FIBRE BOARD, MEDIUM DENSITY FIBRE BOARD AND FIBRE HARDBOARD FACE PANELS (Fourth Revision)

All

20600 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-5(Sizes and Tolerances)	-	1000	-
Cl-6.1.(Timber)	-	0	-
Cl-6.2(Laminated veneer lumber (LVL), veneer laminated lumber (VLL), medium density fibre board (MDF), high density fibre board (HDF))	-	0	-
Cl-6.3.1(Particle board)	-	0	-
Cl-6.3.2(MDF board and HDF board)	-	0	-
Cl-6.3.5(shutters with fibre hardboard face)	-	0	-
Cl-8.1(Locks)	-	500	-
Cl-10.1(various test)	-	1000	-
Cl-10.2(End Immersion Test)	-	1500	-
Cl-10.3(Glue Adhesion Test)	-	1200	-
Cl-13(Marking)	-	500	-
Cl-5(Sizes and Tolerances)	-	1500	-
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))	-	2500	-
Cl-6.3.1(Particle board)	-	0	-
Cl-6.3.2(MDF board and HDF board)	-	0	-
Cl-6.3.5(shutters with fibre hardboard face)	-	0	-
Cl-8.1(Locks)	-	0	-
Cl-10.1(various test)	-	1000	-
Cl-10.2(End Immersion Test)	-	2000	-
Cl-10.3(Glue Adhesion Test)	-	2000	-
Cl-13(Marking)	-	0	-

10 Mar, 2027

-
Included w.e.f 23.05.2025

IS 2191 : Part 1 (2022)

WOODEN FLUSH DOOR SHUTTERS CELLULAR TUBULAR AND HOLLOW CORE TYPE SPECIFICATION PART 1 PLYWOOD FACE PANELS Fifth Revision

All Type

20600 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-5(Sizes)	-	500	-
Cl-6.1.1(Species of timber)	-	0	-
Cl-6.3(Cross-Bands)	-	3000	-
Cl-6.4.1(Commercial face veneers)	-	3000	-
Cl-6.4.2(Decorative face veneers)	-	3000	-
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)	-	1000	-
Cl-11.2(General Flatness Test)	-	1500	-
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)	-	2000	-
Cl-11.12(End Immersion Test)	-	1500	-
Cl-11.13(Knife Test)	-	1000	-
Cl-11.14(Glue Adhesion Test)	-	1200	-
Cl-11.15(Screw Withdrawal Resistance Test)	-	1500	-
Cl-12.2(Sample Size)	-	500	-
Cl-14(Marking)	-	500	-
Cl-6.1.2(Moisture content of timber)	-	1500	-
Cl-9(Workmanship and Finish)	-	500	-
Cl-6.1.3(Defects)	-	0	-
Cl-6.2(Plywood)	-	0	-
Cl-6.5(Cross-bands and face veneers)	-	3000	-
Cl-6.6(Adhesives)	-	8500	-
Cl-7(Construction)	-	500	-
Cl-8(Fittings)	-	500	-
Cl-5(Sizes)	-	1200	-
Cl-6.1.1(Species of timber)	-	0	-
Cl-6.3(Cross-Bands)	-	2500	-
Cl-6.4.1(Commercial face veneers)	-	2500	-
Cl-6.4.2(Decorative face veneers)	-	2500	-
Cl-6.7(Particle Board)	-	2500	-
Cl-6.8(Laminated veneer lumber (LVL), veneer laminated lumber (VLL), Medium Density Fibre (MDF))	-	0	-
Cl-11.1(Dimensions and Squareness Test)	-	300	-
Cl-11.2(General Flatness Test)	-	1500	-
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)	-	1500	-
Cl-11.12(End Immersion Test)	-	1500	-
Cl-11.13(Knife Test)	-	1500	-
Cl-11.14(Glue Adhesion Test)	-	1500	-
Cl-11.15(Screw Withdrawal Resistance Test)	-	1500	-
Cl-12.2(Sample Size)	-	0	-
Cl-14(Marking)	-	500	-
Cl-6.1.2(Moisture content of timber)	-	1000	-
Cl-9(Workmanship and Finish)	-	500	-
Cl-6.1.3(Defects)	-	0	-
Cl-6.2(Plywood)	-	0	-
Cl-6.5(Cross-bands and face veneers)	-	2500	-
Cl-6.6(Adhesives)	-	8500	-
Cl-7(Construction)	-	0	-
Cl-8(Fittings)	-	0	-

10 Mar, 2027

-
Included w.e.f 23.05.2025

IS 2202 : Part 1 (2023)

WOODEN FLUSH DOOR SHUTTERS SOLID CORE TYPE SPECIFICATION PART 1 PLYWOOD FACE PANELS Seventh Revision

All Type

20500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.1(Workmanship & Finish)	-	200	-
9.3(Workmanship & Finish)	-	200	-
11.1(Dimensions - Height)	-	200	-
11.1(Dimensions - Width)	-	200	-
11.1(Dimensions - Thickness)	-	200	-
11.1(Dimensions - Variation in thickness)	-	200	-
11.1(Dimensions - Squareness)	-	300	-
11.12(End immersion test)	-	1500	-
11.13(Knife Test)	-	1000	-
11.14(Glue Adhesion Test)	-	1200	-
4(GRADE)	-	500	-
4(TYPE)	-	500	-
5(SIZES)	-	500	-
7.1.1(CONSTRUCTION-Blockboard Core)	-	500	-
7.1.1(CONSTRUCTION-Blockboard Core)	-	500	-
7.1.2(CONSTRUCTION-Blockboard Core)	-	500	-
7.3.2(CONSTRUCTION-Stiles and Rails)	-	0	-
7.3.2(a)(CONSTRUCTION-Stiles and Rails-Joints)	-	0	-
7.3.2(b)(CONSTRUCTION-Stiles and Rails-Joints)	-	0	-
7.3.2(c)(CONSTRUCTION-Stiles and Rails-Joints)	-	0	-
7.3.3(CONSTRUCTION-Stiles and Rails)	-	0	-
9.1(WORKMANSHIP AND FINISH)	-	200	-
9.2(WORKMANSHIP AND FINISH)	-	200	-
9.3(WORKMANSHIP AND FINISH)	-	200	-
11.1(Dimensions and Squareness Test)	-	300	-
11.1(Dimensions and Squareness Test)	-	300	-
11.1(Dimensions and Squareness Test)	-	300	-
11.1(Dimensions and Squareness Test)	-	300	-
11.1(Dimensions and Squareness Test)	-	300	-
11.2(General Flatness Test)	-	1000	-
11.2(General Flatness Test)	-	1000	-
11.2(General Flatness Test)	-	1000	-
11.3(Local Planeness Test)	-	1000	-
11.4(Impact Indentation Test)	-	1250	-
11.4(Impact Indentation Test)	-	1250	-
11.5(Flexure Test)	-	1500	-
11.5(Flexure Test)	-	1500	-
11.6(Edge Loading Test)	-	1000	-
11.6(Edge Loading Test)	-	1000	-
11.6(Edge Loading Test)	-	1000	-
11.6(Edge Loading Test)	-	1000	-
11.7.1(Shock Resistance Test)	-	2000	-
11.7.2(Shock Resistance Test)	-	2000	-
11.8(Buckling Test)	-	1000	-
11.8(Buckling Test)	-	1000	-
11.8(Buckling Test)	-	1000	-
11.9.2(Slamming Test)	-	1500	-
11.9.3(Slamming Test)	-	1500	-
11.10(Misuse Test)	-	2500	-
11.11(Varying Humidity Test)	-	2000	-
11.11(Varying Humidity Test)	-	2000	-
11.12(End Immersion Test)	-	1500	-
11.13(Knife Test)	-	1000	-
11.14(Glue Adhesion Test)	-	1200	-
11.15(Screw Withdrawal Resistance Test)	-	1000	-
11.15(Screw Withdrawal Resistance Test)	-	1000	-
Clause 4.2(grades specified)	-	0	-
Clause 5(SIZES)	-	0	-
Clause 6.1.1(species of timber)	-	500	-
Clause 6.1.2(list of species)	-	0	-
Clause 6.1.3(moisture content)	-	1500	-
Clause 6.2.1(Plywood)	-	3000	-
Clause 6.2.2(Decorative plywood)	-	3000	-
Clause 6.3(Cross-Bands)	-	3000	-
Clause 6.4.1(Commercial Face Veneers)	-	3000	-
Clause 6.4.2(Decorative Face Veneers)	-	3000	-
Clause 6.6.1(Adhesives)	-	8500	-
Clause 6.7(Particle Board)	-	3000	-
Clause 6.8(Medium density fibre board)	-	2000	-
Clause 6.9(Alternative Materials)	-	0	-
Clause 7.1(Blockboard Core)	-	3000	-
Clause 7.2(Particle Board or Medium Density Fibre)	-	2500	-
Clause 7.3(Stiles and Rails)	-	2500	-
Clause 7.4(Levelling)	-	0	-
Clause 7.5(Face Panel)	-	3000	-
Clause 7.6(Lipping)	-	3000	-
Clause 7.7(Rebating)	-	3000	-
Clause 7.8(Opening for Glazing)	-	0	-
Clause 7.9(Venetian)	-	0	-
Clause 8.1(Locks)	-	0	-
Clause 9(WORKMANSHIP AND FINISH)	-	500	-
Clause 10.1(Classification of Tests)	-	0	-
Clause 11.1(Dimensions and Squareness Test)	-	400	-
Clause 11.2(General Flatness Test)	-	500	-
Clause 11.3(Local Planeness Test)	-	200	-
Clause 11.4(Impact Indentation Test)	-	2000	-
Clause 11.5(Flexure Test)	-	2500	-
Clause 11.6(Edge Loading Test)	-	2000	-
Clause 11.7(Shock Resistance Test)	-	2000	-
Clause 11.8(Buckling Resistance Test)	-	2000	-
Clause 11.9(Slamming Test)	-	1500	-
Clause 11.10(Misuse Test)	-	2500	-
Clause 11.11(Varying Humidity Test)	-	2000	-
Clause 11.12(End Immersion Test)	-	1500	-
Clause 11.13(Knife Test)	-	1000	-
Clause 11.14(Glue Adhesion Test)	-	1200	-
Clause 11.15(Screw Withdrawal Resistance Test)	-	1000	-
Clause 12(SAMPLING AND CRITERIA FOR CONFORMITY)	-	1500	-
Clause 13(ADDITIONAL REQUIREMENTS FOR ECO MARK)	-	0	-
Clause 14(Marking)	-	500	-
4(Grade, Type and Construction)	-	500	-
5(Sizes and Thickness)	-	500	-
6.1(Timber)	-	0	-
6.2(Plywood for flush door shutter)	-	0	-
6.3(Cross-Bands )	-	3000	-
6.4.1(Commercial Face Veneers)	-	3000	-
6.4.2(Decorative face veneers)	-	3000	-
6.6(Adhesives)	-	8500	-
6.7(Particle Board)	-	3000	-
6.8(Medium Density Fibre)	-	3000	-
6.9(Alternative Materials)	-	0	-
7(Construction)	-	0	-
8.1(Locks)	-	0	-
8.2(Other Fittings)	-	0	-
9(Workmanship and Finish)	-	500	-
10(Tests)	-	0	-
11.1(Dimensions and Squareness Test)	-	500	-
11.2(General Flatness Test)	-	1500	-
11.3(Local Planeness Test)	-	1500	-
11.4(Impact Indentation Test)	-	1500	-
11.5(Flexure Test)	-	1500	-
11.6(Edge Loading Test)	-	1500	-
11.7(Shock Resistance Test)	-	2000	-
11.8(Buckling Resistance Test)	-	2000	-
11.9(Slamming Test)	-	1500	-
11.1(Misuse Test)	-	2500	-
11.11(Varying Humidity Test)	-	2000	-
11.12(End Immersion Test)	-	1500	-
11.13(Knife Test)	-	1000	-
11.14(Glue Adhesion Test)	-	1200	-
11.15(Screw Withdrawal Resistance Test)	-	1000	-
14(Marking )	-	500	-
Cl-13(ADDITIONAL REQUIREMENTS FOR ECO MARK)	-	0	-
9.2(Workmanship & Finish)	-	500	-
9.1(Workmanship & Finish)	-	500	-
9.3(Workmanship & Finish)	-	500	-
11.1(Dimensions - Height)	-	500	-
11.1(Dimensions - Width)	-	500	-
11.1(Dimensions - Thickness)	-	500	-
11.1(Dimensions - Variation in thickness)	-	500	-
11.1(Dimensions - Squareness)	-	500	-
11.12(End immersion test)	-	1500	-
11.13(Knife Test)	-	1000	-
11.14(Glue Adhesion Test)	-	1200	-
4(GRADE)	-	0	-
4(TYPE)	-	0	-
5(SIZES)	-	0	-
7.1.1(CONSTRUCTION-Blockboard Core)	-	2500	-
7.1.1(CONSTRUCTION-Blockboard Core)	-	2500	-
7.1.2(CONSTRUCTION-Blockboard Core)	-	2500	-
7.3.2(CONSTRUCTION-Stiles and Rails)	-	2500	-
7.3.2(a)(CONSTRUCTION-Stiles and Rails-Joints)	-	2500	-
7.3.2(b)(CONSTRUCTION-Stiles and Rails-Joints)	-	2500	-
7.3.2(c)(CONSTRUCTION-Stiles and Rails-Joints)	-	2500	-
7.3.3(CONSTRUCTION-Stiles and Rails)	-	2500	-
9.1(WORKMANSHIP AND FINISH)	-	500	-
9.2(WORKMANSHIP AND FINISH)	-	500	-
9.3(WORKMANSHIP AND FINISH)	-	500	-
11.1(Dimensions and Squareness Test)	-	500	-
11.1(Dimensions and Squareness Test)	-	500	-
11.1(Dimensions and Squareness Test)	-	500	-
11.1(Dimensions and Squareness Test)	-	500	-
11.1(Dimensions and Squareness Test)	-	500	-
11.2(General Flatness Test)	-	500	-
11.2(General Flatness Test)	-	500	-
11.2(General Flatness Test)	-	500	-
11.3(Local Planeness Test)	-	500	-
11.4(Impact Indentation Test)	-	1500	-
11.4(Impact Indentation Test)	-	1500	-
11.5(Flexure Test)	-	1500	-
11.5(Flexure Test)	-	1500	-
11.6(Edge Loading Test)	-	1500	-
11.6(Edge Loading Test)	-	1500	-
11.6(Edge Loading Test)	-	1500	-
11.6(Edge Loading Test)	-	1500	-
11.7.1(Shock Resistance Test)	-	1500	-
11.7.2(Shock Resistance Test)	-	1500	-
11.8(Buckling Test)	-	1500	-
11.8(Buckling Test)	-	1500	-
11.8(Buckling Test)	-	1500	-
11.9.2(Slamming Test)	-	1000	-
11.9.3(Slamming Test)	-	1000	-
11.10(Misuse Test)	-	1000	-
11.11(Varying Humidity Test)	-	1500	-
11.11(Varying Humidity Test)	-	1500	-
11.12(End Immersion Test)	-	1000	-
11.13(Knife Test)	-	1000	-
11.14(Glue Adhesion Test)	-	1000	-
11.15(Screw Withdrawal Resistance Test)	-	1000	-
11.15(Screw Withdrawal Resistance Test)	-	1000	-
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)	-	1000	-
Clause 6.2.1(Plywood)	-	0	-
Clause 6.2.2(Decorative plywood)	-	0	-
Clause 6.3(Cross-Bands)	-	2500	-
Clause 6.4.1(Commercial Face Veneers)	-	2500	-
Clause 6.4.2(Decorative Face Veneers)	-	2500	-
Clause 6.6.1(Adhesives)	-	8500	-
Clause 6.7(Particle Board)	-	0	-
Clause 6.8(Medium density fibre board)	-	0	-
Clause 6.9(Alternative Materials)	-	0	-
Clause 7.1(Blockboard Core)	-	2500	-
Clause 7.2(Particle Board or Medium Density Fibre)	-	2500	-
Clause 7.3(Stiles and Rails)	-	0	-
Clause 7.4(Levelling)	-	0	-
Clause 7.5(Face Panel)	-	2500	-
Clause 7.6(Lipping)	-	0	-
Clause 7.7(Rebating)	-	0	-
Clause 7.8(Opening for Glazing)	-	0	-
Clause 7.9(Venetian)	-	0	-
Clause 8.1(Locks)	-	0	-
Clause 9(WORKMANSHIP AND FINISH)	-	500	-
Clause 10.1(Classification of Tests)	-	0	-
Clause 11.1(Dimensions and Squareness Test)	-	500	-
Clause 11.2(General Flatness Test)	-	1000	-
Clause 11.3(Local Planeness Test)	-	1000	-
Clause 11.4(Impact Indentation Test)	-	1500	-
Clause 11.5(Flexure Test)	-	1000	-
Clause 11.6(Edge Loading Test)	-	1000	-
Clause 11.7(Shock Resistance Test)	-	1500	-
Clause 11.8(Buckling Resistance Test)	-	1500	-
Clause 11.9(Slamming Test)	-	1000	-
Clause 11.10(Misuse Test)	-	1000	-
Clause 11.11(Varying Humidity Test)	-	1500	-
Clause 11.12(End Immersion Test)	-	1000	-
Clause 11.13(Knife Test)	-	1000	-
Clause 11.14(Glue Adhesion Test)	-	1500	-
Clause 11.15(Screw Withdrawal Resistance Test)	-	1000	-
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)	-	500	-
6.1(Timber)	-	0	-
6.2(Plywood for flush door shutter)	-	0	-
6.3(Cross-Bands )	-	2500	-
6.4.1(Commercial Face Veneers)	-	2500	-
6.4.2(Decorative face veneers)	-	2500	-
6.6(Adhesives)	-	8500	-
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)	-	500	-
10(Tests)	-	0	-
11.1(Dimensions and Squareness Test)	-	500	-
11.2(General Flatness Test)	-	1000	-
11.3(Local Planeness Test)	-	1000	-
11.4(Impact Indentation Test)	-	1500	-
11.5(Flexure Test)	-	1000	-
11.6(Edge Loading Test)	-	1000	-
11.7(Shock Resistance Test)	-	1500	-
11.8(Buckling Resistance Test)	-	1500	-
11.9(Slamming Test)	-	1000	-
11.1(Misuse Test)	-	1000	-
11.11(Varying Humidity Test)	-	1500	-
11.12(End Immersion Test)	-	1500	-
11.13(Knife Test)	-	1000	-
11.14(Glue Adhesion Test)	-	1500	-
11.15(Screw Withdrawal Resistance Test)	-	1500	-
14(Marking )	-	0	-
Cl-13(ADDITIONAL REQUIREMENTS FOR ECO MARK)	-	0	-
9.2(Workmanship & Finish)	-	500	-

10 Mar, 2027

-
Included w.e.f 23.05.2025

IS 12786 (2024)

Irrigation equipment - Polyethylene pipes for irrigation laterals - Specification (first revision)

All Type

15900 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-4.1(Material)	-	4500	-
Cl-4.2(Carbon content of finished PE lateral pipe)	-	1500	-
Cl-5.1(Dimensions of pipes and wall thicknesses)	-	500	-
Cl-6.0(Visual Appearance)	-	500	-
Cl-7.1(Hydraulic Characteristics- Internal pressure creep rupture test)	-	2500	-
Cl-7.2(Reversion Test)	-	1500	-
Cl-7.3(Tensile Test)	-	1500	-
Cl-7.3.1(Test Piece)	-	1000	-
Cl-7.3.2(Procedure)	-	500	-
Cl-7.4(Susceptibility to Environmental Stress Cracking)	-	1500	-
Cl-8.0(Supply of pipes)	-	500	-
Cl-9.0(Coiling)	-	500	-
Cl-10.0(Sampling and criteria for conformity)	-	500	-
Cl-11(Marking)	-	500	-
3(Class of Pipe)	-	500	-
5.1 & Table 1(Dimensions of Pipes - Outside diameters)	-	500	-
5.1 & Table 1(Dimensions of Pipes - Wall thickness)	-	500	-
6(Visual Appearance)	-	500	-
7.1 & Table 2(Hydraulic Characteristics)	-	2500	-
7.1 & Table 2(Hydraulic Characteristics)	-	2500	-
7.2(Reversion Test)	-	1500	-
7.3(Tensile Strength)	-	1500	-
7.3(Elongation at Break)	-	1500	-
7.4(SusceptibiIity to Environmental Stress Cracking)	-	1500	-
4.2(a)(Carbon Black Content-IS 2530)	-	1500	-
4.2(b)(Carbon Black Dispersion-IS 2530)	-	1500	-
Cl-7.1(Hydraulic Characteristics- quality acceptance test)	-	2500	-

10 Mar, 2027

-
Included w.e.f 08.05.2025

IS 4990 (2024)

PLYWOOD FOR CONCRETE SHUTTERING WORKS SPECIFICATION (Fourth Revision)

All Type

18850 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-5.1(Timber)	-	300	-
Cl-5.2(Adhesives for Bonding of Veneers)	-	300	-
Cl-6.1(Manufacture)	-	300	-
Cl-6.2(Manufacture ( Thickness of veneers))	-	300	-
Cl-6.3(Manufacture ( Physical and mechanical properties of veneers))	-	300	-
Cl-6.4, 6.7(Manufacture (Plywood for concrete shuttering))	-	300	-
Cl-6.5(Manufacture (Scarf joints))	-	300	-
Cl-6.6(Manufacture ( Preservative treatment))	-	300	-
Cl-7.1(Dimensions -length)	-	300	-
Cl-7.2(Thickness)	-	500	-
Cl-7.3(Squareness)	-	500	-
Cl-8.1, 8.2(Workmanship and finish)	-	500	-
Cl-10.3(Moisture Content)	-	500	-
Cl-10.4.1(Glue Adhesion in Dry State - Glue Shear Strength)	-	1000	-
Cl-10.4.2(Glue Adhesion in Dry State - Adhesion of Plies)	-	1000	-
Cl-10.5, 10.5.1(Resistance to Water Test)	-	1000	-
Cl-10.5.1.1(Water Resistance Test-Glue shear strength)	-	1000	-
Cl-10.5.1.2(Water Resistance Test-Adhesion of plies)	-	1000	-
Cl-10.5.2(Water Resistance Test (Alternate method))	-	1000	-
Cl-10.6(Water resistance test (Concrete shuttering Plywood))	-	1000	-
Cl-10.7.1, Table-2(Mycological Test- Glue shear strengt)	-	1500	-
Cl-10.7.2(Mycological Test- Adhesion of plies)	-	1500	-
Cl-10.8(Tensile Strength)	-	1500	-
Cl-10.9, Table-3 (i)(Along (parallel to the grain direction of the face veneer))	-	1500	-
Cl-10.9, Table-3 (ii)(Across (perpendicular to the grain direction of the face veneer))	-	1500	-
Cl-10.10, Table-4 (i) a(Wet Bending Strength -Modulus of Elasticity (MOE),- Average)	-	1500	-
Cl-10.10, Table-4 (i) b(Wet Bending Strength - Modulus of Elasticity (MOE),- Minimum individual)	-	1500	-
Cl-10.11(Retention of Preservative)	-	2500	-
Cl-10.12(Formaldehyde Content Test)	-	2000	-
Cl-10.13(Steady-State Formaldehyde Emission Test)	-	2000	-
Cl-5.1(Timber)	-	0	-
Cl-5.2(Adhesives for Bonding of Veneers)	-	8500	-
Cl-6.1(Manufacture)	-	0	-
Cl-6.2(Manufacture ( Thickness of veneers))	-	300	-
Cl-6.3(Manufacture ( Physical and mechanical properties of veneers))	-	0	-
Cl-6.4, 6.7(Manufacture (Plywood for concrete shuttering))	-	0	-
Cl-6.5(Manufacture (Scarf joints))	-	0	-
Cl-6.6(Manufacture ( Preservative treatment))	-	0	-
Cl-7.1(Dimensions -length)	-	600	-
Cl-7.2(Thickness)	-	200	-
Cl-7.3(Squareness)	-	500	-
Cl-8.1, 8.2(Workmanship and finish)	-	500	-
Cl-10.3(Moisture Content)	-	500	-
Cl-10.4.1(Glue Adhesion in Dry State - Glue Shear Strength)	-	1000	-
Cl-10.4.2(Glue Adhesion in Dry State - Adhesion of Plies)	-	1000	-
Cl-10.5, 10.5.1(Resistance to Water Test)	-	1000	-
Cl-10.5.1.1(Water Resistance Test-Glue shear strength)	-	1000	-
Cl-10.5.1.2(Water Resistance Test-Adhesion of plies)	-	1000	-
Cl-10.5.2(Water Resistance Test (Alternate method))	-	1000	-
Cl-10.6(Water resistance test (Concrete shuttering Plywood))	-	1000	-
Cl-10.7.1, Table-2(Mycological Test- Glue shear strengt)	-	2000	-
Cl-10.7.2(Mycological Test- Adhesion of plies)	-	2000	-
Cl-10.8(Tensile Strength)	-	1000	-
Cl-10.9, Table-3 (i)(Along (parallel to the grain direction of the face veneer))	-	1600	-
Cl-10.9, Table-3 (ii)(Across (perpendicular to the grain direction of the face veneer))	-	1600	-
Cl-10.10, Table-4 (i) a(Wet Bending Strength -Modulus of Elasticity (MOE),- Average)	-	1600	-
Cl-10.10, Table-4 (i) b(Wet Bending Strength - Modulus of Elasticity (MOE),- Minimum individual)	-	1600	-
Cl-10.11(Retention of Preservative)	-	2500	-
Cl-10.12(Formaldehyde Content Test)	-	2500	-
Cl-10.13(Steady-State Formaldehyde Emission Test)	-	2500	-

10 Mar, 2027

-
Included w.e.f 20.05.2025

IS 710 (2024)

MARINE PLYWOOD - SPECIFICATION (Third Revision)

All Type

15450 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-4.1(Timber)	-	750	-
Cl-4.2(Adhesive)	-	750	-
Cl-5.1(Veneers)	-	750	-
Cl-5.2.1(Glueing)	-	750	-
Cl -5.2.2(Thickness of Veneers)	-	750	-
Cl - 5.2.3.1(Joint in Veneers)	-	750	-
Cl - 5.2.3.2(Edge joints)	-	750	-
Cl - 5.2.3.3(End joints)	-	750	-
Cl - 5.2.3.4(Scarf joints)	-	750	-
Cl - 5.2.4(Grain Direction)	-	750	-
Cl-5.3(Treatment)	-	750	-
Cl-5.4(Moisture Content)	-	750	-
Cl-6.1(Dimensions (length))	-	750	-
Cl-6.2(Thickness)	-	750	-
Cl-6.3(Squareness)	-	750	-
Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish)	-	750	-
Cl-9.3(Moisture Content)	-	750	-
Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies)	-	750	-
Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average)	-	1500	-
Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average)	-	1500	-
Cl-9.5.1.2(Water Resistance Test-Adhesion of plies)	-	750	-
Cl-9.5.2(Water Resistance Test)	-	750	-
Cl-9.6(Tensile Strength-Along the grain)	-	1200	-
Cl-9.7(Mycological Test -Adhesion)	-	1200	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	1500	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	1500	-
Cl-9.9, Table-3 (i) a(Wet Bending Strength- Modulus of Elasticity (MOE)- Average)	-	1500	-
Cl-9.9, Table-3 (i) b(Wet Bending Strength- Modulus of Elasticity (MOE),-Minimum individual)	-	1500	-
Cl-9.10(Retention of Preservative)	-	1500	-
Cl-9.11(Formaldehyde Content Test)	-	1500	-
Cl-9.12(Steady-State Formaldehyde Emission Test)	-	1500	-
Cl-9.4.2(Adhesion of Plies)	-	750	-
5.1.1(Defects in veneers)	-	750	-
Cl-4.1(Timber)	-	0	-
Cl-4.2(Adhesive)	-	8500	-
Cl-5.1(Veneers)	-	2500	-
Cl-5.2.1(Glueing)	-	0	-
Cl -5.2.2(Thickness of Veneers)	-	500	-
Cl - 5.2.3.1(Joint in Veneers)	-	0	-
Cl - 5.2.3.2(Edge joints)	-	0	-
Cl - 5.2.3.3(End joints)	-	0	-
Cl - 5.2.3.4(Scarf joints)	-	0	-
Cl - 5.2.4(Grain Direction)	-	0	-
Cl-5.3(Treatment)	-	0	-
Cl-5.4(Moisture Content)	-	500	-
Cl-6.1(Dimensions (length))	-	1500	-
Cl-6.2(Thickness)	-	750	-
Cl-6.3(Squareness)	-	750	-
Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish)	-	500	-
Cl-9.3(Moisture Content)	-	500	-
Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies)	-	750	-
Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average)	-	750	-
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)	-	800	-
Cl-9.7(Mycological Test -Adhesion)	-	1000	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	1200	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	1200	-
Cl-9.9, Table-3 (i) a(Wet Bending Strength- Modulus of Elasticity (MOE)- Average)	-	1200	-
Cl-9.9, Table-3 (i) b(Wet Bending Strength- Modulus of Elasticity (MOE),-Minimum individual)	-	1200	-
Cl-9.10(Retention of Preservative)	-	1500	-
Cl-9.11(Formaldehyde Content Test)	-	2500	-
Cl-9.12(Steady-State Formaldehyde Emission Test)	-	2500	-
Cl-9.4.2(Adhesion of Plies)	-	8500	-
5.1.1(Defects in veneers)	-	2500	-

10 Mar, 2027

-
Included w.e.f 20.05.2025

IS 303 (2024)

Plywood for General Purposes â Specification (Fourth Revision)

All Type

10450 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-5.1(Classification by appearance)	-	300	-
Cl-5.2, Table- 1 (i)(Blister)	-	300	-
Cl-5.2, Table- 1 (ii)(Checks)	-	300	-
Cl-5.2, Table- 1 (iii)(Discolouration)	-	300	-
Cl-5.2, Table- 1 (iv)(Dote)	-	300	-
Cl-5.2, Table- 1 (v)(Insect hole)	-	300	-
Cl-5.2, Table- 1 (vi)(Joints)	-	300	-
Cl-5.2, Table- 1 (vii)(Knots (dead))	-	300	-
Cl-5.2, Table- 1 (viii)(Pin knots (dead))	-	300	-
Cl-5.2, Table- 1 (ix)(Pin knots (live))	-	300	-
Cl-5.2, Table- 1 (x)(Knots (tight))	-	300	-
Cl-5.2, Table- 1 (xi)(Patches)	-	300	-
Cl-5.2, Table- 1 (xii)(Splits)	-	300	-
Cl-5.2, Table- 1 (xiii)(Swirl)	-	300	-
Cl-5.2, Table-2(Maximum Number of Categories of Permissible Defects, per m2)	-	300	-
Cl-6.1(Timber)	-	300	-
Cl-6.2(Adhesive)	-	300	-
Cl-7.2.1(Thickness of veneers)	-	300	-
Cl-7.2.3(Grain Direction)	-	300	-
Cl-7.2.5.1(Gaps in cores and cross-bands)	-	300	-
Cl-7.2.5.2(Splits)	-	300	-
Cl-7.2.5.3(Overlap)	-	300	-
Cl-8.1(Dimensions -length)	-	700	-
Cl-8.2(Thickness of the plywood boards)	-	300	-
Cl-8.3(Squareness)	-	700	-
Cl-11.3.1, 11.3.1.1(Water Resistance Test)	-	1000	-
Cl-11.3.2(Mycological Test)	-	1500	-
Cl-11.4(Moisture Content)	-	500	-
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	1500	-
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	1500	-
Cl-11.6(Formaldehyde Content Test)	-	2000	-
Cl-11.7(Steady-State Formaldehyde Emission Test)	-	2000	-
Cl-9(WORKMANSHIP AND FINISH)	-	300	-
Cl-7.2.4(Scarf Joints)	-	300	-
Cl-5.1(Classification by appearance)	-	200	-
Cl-5.2, Table- 1 (i)(Blister)	-	200	-
Cl-5.2, Table- 1 (ii)(Checks)	-	200	-
Cl-5.2, Table- 1 (iii)(Discolouration)	-	200	-
Cl-5.2, Table- 1 (iv)(Dote)	-	200	-
Cl-5.2, Table- 1 (v)(Insect hole)	-	200	-
Cl-5.2, Table- 1 (vi)(Joints)	-	200	-
Cl-5.2, Table- 1 (vii)(Knots (dead))	-	200	-
Cl-5.2, Table- 1 (viii)(Pin knots (dead))	-	200	-
Cl-5.2, Table- 1 (ix)(Pin knots (live))	-	200	-
Cl-5.2, Table- 1 (x)(Knots (tight))	-	200	-
Cl-5.2, Table- 1 (xi)(Patches)	-	200	-
Cl-5.2, Table- 1 (xii)(Splits)	-	200	-
Cl-5.2, Table- 1 (xiii)(Swirl)	-	200	-
Cl-5.2, Table-2(Maximum Number of Categories of Permissible Defects, per m2)	-	0	-
Cl-6.1(Timber)	-	0	-
Cl-6.2(Adhesive)	-	8500	-
Cl-7.2.1(Thickness of veneers)	-	300	-
Cl-7.2.3(Grain Direction)	-	200	-
Cl-7.2.5.1(Gaps in cores and cross-bands)	-	200	-
Cl-7.2.5.2(Splits)	-	200	-
Cl-7.2.5.3(Overlap)	-	200	-
Cl-8.1(Dimensions -length)	-	600	-
Cl-8.2(Thickness of the plywood boards)	-	300	-
Cl-8.3(Squareness)	-	750	-
Cl-11.3.1, 11.3.1.1(Water Resistance Test)	-	1000	-
Cl-11.3.2(Mycological Test)	-	1500	-
Cl-11.4(Moisture Content)	-	750	-
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	750	-
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	750	-
Cl-11.6(Formaldehyde Content Test)	-	2500	-
Cl-11.7(Steady-State Formaldehyde Emission Test)	-	2500	-
Cl-9(WORKMANSHIP AND FINISH)	-	500	-
Cl-7.2.4(Scarf Joints)	-	0	-

10 Mar, 2027

-
Included w.e.f 20.05.2025

IS 737 (2024)

WROUGHT ALUMINIUM AND ALUMINIUM ALLOY SHEET AND STRIP FOR GENERAL ENGINEERING PURPOSES SPECIFICATION (Fifth Revision)

All Type

6200 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 4(Ordering Information - IS 737)	-	300	-
Cl. 4 (a)(Grade/ Thickness - IS 737)	-	300	-
Cl. 4 (b)(Condition - IS 737)	-	300	-
Cl. 4 (c)(Quantity in Kg - IS 737)	-	300	-
Cl. 4 (d)(Size - Thickness X Width X Length (T X W X L) in mm for sheets and (T X W) in mm for Strips/ Coils - IS 737)	-	300	-
Cl. 4 (e)(Coil ID and Coil Weight for Strips/ Coils - IS 737)	-	300	-
Cl. 4 (f)(Core/ Spool Requirement for Coils - IS 737)	-	300	-
Cl. 4 (g)(Packing Mode - IS 737)	-	300	-
Cl. 5(Supply for Material - IS 737/ IS 10259)	-	300	-
Cl. 6(Freedom from Defects - IS 737)	-	500	-
Cl. 7(Chemical Composition - IS 504/ IS 504 (Part-1 to 12)/ IS 504 (Part-13 to 16)/ ASTM E 1251/ IS 11035)	-	2400	-
Cl. 7(Si - IS 504 (Part-1)/ ASTM E 1251/ IS 11035)	-	300	-
Cl. 7(Fe - IS 504 (Part-2)/ ASTM E 1251/ IS 11035)	-	300	-
Cl. 7(Cu - IS 504 (Part-3)/ ASTM E 1251/ IS 11035)	-	300	-
Cl. 7(Mn - IS 504 (Part-5)/ ASTM E 1251/ IS 11035)	-	300	-
Cl. 7(Mg - IS 504 (Part-6)/ ASTM E 1251/ IS 11035)	-	300	-
Cl. 7(Cr - IS 504 (Part-8)/ ASTM E 1251/ IS 11035)	-	300	-
Cl. 7(Zn - IS 504 (Part-4)/ ASTM E 1251/ IS 11035)	-	300	-
Cl. 7(Ti - IS 504 (Part-11)/ ASTM E 1251/ IS 11035)	-	300	-
Cl. 7(Others (Each) - IS 504/ IS 504 (Part-1 to 12)/ IS 504 (Part-13 to 16)/ ASTM E 1251/ IS 11035)	-	300	-
Cl. 7(Others (Total) - IS 504/ IS 504 (Part-1 to 12)/ IS 504 (Part-13 to 16)/ ASTM E 1251/ IS 11035)	-	300	-
Cl. 7(Al - IS 504)	-	300	-
Cl. 8(Mechanical Properties - IS 1608 (Part-1))	-	4000	-
Cl. 8.1(0.2% Proof Stress - IS 1608 (Part-1))	-	1500	-
Cl. 8.1(Tensile Strength - IS 1608 (Part-1))	-	1500	-
Cl. 8.1(Elongation on 50mm Gauge Length - IS 1608 (Part-1))	-	1500	-
Cl. 8.2(Bend Test - IS 1599)	-	1000	-
Cl. 9(Condition - IS 737/ IS 5052)	-	300	-
Cl. 10(Dimensions and Tolerances - IS 737/ IS 2676)	-	300	-
Cl. 11(Selection of Test Samples - IS 737)	-	300	-
Cl. 11.1(Sheet and Strip of Aluminium or Non - Heat Treatable Aluminium Alloy - IS 737)	-	300	-
Cl. 11.2(Sheet and Strip of Heat - Treatable Aluminium Alloys - IS 737)	-	300	-
Cl. 12(Retests - IS 737/ IS 10259)	-	4000	-
Cl. 13(Packaging - IS 737/ IS 10259)	-	300	-
Cl. 13.1(Marking - IS 737)	-	300	-
Cl. 4(Ordering Information - IS 737)	-	0	-
Cl. 4 (a)(Grade/ Thickness - IS 737)	-	300	-
Cl. 4 (b)(Condition - IS 737)	-	0	-
Cl. 4 (c)(Quantity in Kg - IS 737)	-	0	-
Cl. 4 (d)(Size - Thickness X Width X Length (T X W X L) in mm for sheets and (T X W) in mm for Strips/ Coils - IS 737)	-	600	-
Cl. 4 (e)(Coil ID and Coil Weight for Strips/ Coils - IS 737)	-	0	-
Cl. 4 (f)(Core/ Spool Requirement for Coils - IS 737)	-	0	-
Cl. 4 (g)(Packing Mode - IS 737)	-	0	-
Cl. 5(Supply for Material - IS 737/ IS 10259)	-	0	-
Cl. 6(Freedom from Defects - IS 737)	-	500	-
Cl. 7(Chemical Composition - IS 504/ IS 504 (Part-1 to 12)/ IS 504 (Part-13 to 16)/ ASTM E 1251/ IS 11035)	-	3600	-
Cl. 7(Si - IS 504 (Part-1)/ ASTM E 1251/ IS 11035)	-	300	-
Cl. 7(Fe - IS 504 (Part-2)/ ASTM E 1251/ IS 11035)	-	300	-
Cl. 7(Cu - IS 504 (Part-3)/ ASTM E 1251/ IS 11035)	-	300	-
Cl. 7(Mn - IS 504 (Part-5)/ ASTM E 1251/ IS 11035)	-	300	-
Cl. 7(Mg - IS 504 (Part-6)/ ASTM E 1251/ IS 11035)	-	300	-
Cl. 7(Cr - IS 504 (Part-8)/ ASTM E 1251/ IS 11035)	-	300	-
Cl. 7(Zn - IS 504 (Part-4)/ ASTM E 1251/ IS 11035)	-	300	-
Cl. 7(Ti - IS 504 (Part-11)/ ASTM E 1251/ IS 11035)	-	300	-
Cl. 7(Others (Each) - IS 504/ IS 504 (Part-1 to 12)/ IS 504 (Part-13 to 16)/ ASTM E 1251/ IS 11035)	-	300	-
Cl. 7(Others (Total) - IS 504/ IS 504 (Part-1 to 12)/ IS 504 (Part-13 to 16)/ ASTM E 1251/ IS 11035)	-	300	-
Cl. 7(Al - IS 504)	-	300	-
Cl. 8(Mechanical Properties - IS 1608 (Part-1))	-	4000	-
Cl. 8.1(0.2% Proof Stress - IS 1608 (Part-1))	-	1000	-
Cl. 8.1(Tensile Strength - IS 1608 (Part-1))	-	1500	-
Cl. 8.1(Elongation on 50mm Gauge Length - IS 1608 (Part-1))	-	1000	-
Cl. 8.2(Bend Test - IS 1599)	-	1500	-
Cl. 9(Condition - IS 737/ IS 5052)	-	0	-
Cl. 10(Dimensions and Tolerances - IS 737/ IS 2676)	-	500	-
Cl. 11(Selection of Test Samples - IS 737)	-	0	-
Cl. 11.1(Sheet and Strip of Aluminium or Non - Heat Treatable Aluminium Alloy - IS 737)	-	0	-
Cl. 11.2(Sheet and Strip of Heat - Treatable Aluminium Alloys - IS 737)	-	0	-
Cl. 12(Retests - IS 737/ IS 10259)	-	0	-
Cl. 13(Packaging - IS 737/ IS 10259)	-	0	-
Cl. 13.1(Marking - IS 737)	-	0	-

10 Mar, 2027

-
Included w.e.f 20.05.2025

IS 617 (2024)

Aluminium and Aluminium Alloys Ingots for Remelting and Castings for General Engineering Purposes â Specification (Fourth Revision)

All Type

5700 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-6.1, Table-1(Si)	-	300	-
Cl-6.1, Table-1(Fe)	-	300	-
Cl-6.1, Table-1(Cu)	-	300	-
Cl-6.1, Table-1(Mn)	-	300	-
Cl-6.1, Table-1(Mg)	-	300	-
Cl-6.1, Table-1(Cr)	-	300	-
Cl-6.1, Table-1(Ni)	-	300	-
Cl-6.1, Table-1(Zn)	-	300	-
Cl-6.1, Table-1(Pb)	-	300	-
Cl-6.1, Table-1(Sn)	-	300	-
Cl-6.1, Table-1(Ti)	-	300	-
Cl-6.1, Table-1(Others elements Each)	-	300	-
Cl-6.1, Table-1(Others elements Total)	-	300	-
Cl-6.1, Table-1(Aluminium)	-	300	-
Cl-6.2(The chemical analysis)	-	300	-
Cl-7.1, Table-2(Sand-Cast Alloys- Tensile Strength)	-	2000	-
Cl-7.1, Table-2(Sand-Cast Alloys- Proof Stress)	-	2000	-
Cl-7.1, Table-2(Sand-Cast Alloys- Elongation)	-	2000	-
Cl-7.1, Table-2(Sand-Cast Alloys- Brinell Hardness HBW)	-	2000	-
Cl-7.1, Table-3(Chill Cast Alloys- Tensile Strength)	-	2000	-
Cl-7.1, Table-3(Chill Cast Alloys- Proof Stress)	-	2000	-
Cl-7.1, Table-3(Chill Cast Alloys- Elongation)	-	2000	-
Cl-7.1, Table-3(Chill Cast Alloys- Brinell Hardness HBW)	-	2000	-
Cl-7.1, Table-4(Investment-Cast Alloys- Tensile Strength)	-	2000	-
Cl-7.1, Table-4(Investment-Cast Alloys- Proof Stress)	-	2000	-
Cl-7.1, Table-4(Investment-Cast Alloys- Elongation)	-	2000	-
Cl-7.1, Table-4(Investment-Cast Alloys-Brinell Hardness)	-	2000	-
Cl-7.2(Tensile Tests)	-	2000	-
Cl-7.3(Test Pieces)	-	2000	-
Cl-7.4(Hardness)	-	2000	-
Cl-8(Freedom from Defects)	-	500	-
Cl-11(RETEST)	-	2000	-
Cl-13(Marking)	-	300	-
Cl. 6(Silicon)	-	300	-
Cl. 6(Iron)	-	300	-
Cl. 6(Copper)	-	300	-
Cl. 6(Manganese)	-	300	-
Cl. 6(Magnesium)	-	300	-
Cl. 6(Chromium)	-	300	-
Cl. 6(Nickel)	-	300	-
Cl. 6(Zinc)	-	300	-
Cl. 6(Lead)	-	300	-
Cl. 6(Tin)	-	300	-
Cl. 6(Titanium)	-	300	-
Cl. 6(Others Element Each)	-	300	-
Cl. 6(Others Element Total)	-	300	-
Cl. 6(Aluminium)	-	300	-
Cl. 6(Silver)	-	300	-
Cl. 6(Zirconium)	-	300	-
Cl. 6(Titanium+Zirconium)	-	300	-
Cl. 6(Antimony)	-	300	-
Cl. 6(Cobalt)	-	300	-
Cl. 6(Antimony+Cobalt)	-	300	-
Cl. 6(Beryllium)	-	300	-
10(Pressure Test)	-	2000	-
Cl-6.1, Table-1(Si)	-	300	-
Cl-6.1, Table-1(Fe)	-	300	-
Cl-6.1, Table-1(Cu)	-	300	-
Cl-6.1, Table-1(Mn)	-	300	-
Cl-6.1, Table-1(Mg)	-	300	-
Cl-6.1, Table-1(Cr)	-	300	-
Cl-6.1, Table-1(Ni)	-	300	-
Cl-6.1, Table-1(Zn)	-	300	-
Cl-6.1, Table-1(Pb)	-	300	-
Cl-6.1, Table-1(Sn)	-	300	-
Cl-6.1, Table-1(Ti)	-	300	-
Cl-6.1, Table-1(Others elements Each)	-	300	-
Cl-6.1, Table-1(Others elements Total)	-	300	-
Cl-6.1, Table-1(Aluminium)	-	300	-
Cl-6.2(The chemical analysis)	-	0	-
Cl-7.1, Table-2(Sand-Cast Alloys- Tensile Strength)	-	1500	-
Cl-7.1, Table-2(Sand-Cast Alloys- Proof Stress)	-	1000	-
Cl-7.1, Table-2(Sand-Cast Alloys- Elongation)	-	1000	-
Cl-7.1, Table-2(Sand-Cast Alloys- Brinell Hardness HBW)	-	1500	-
Cl-7.1, Table-3(Chill Cast Alloys- Tensile Strength)	-	1500	-
Cl-7.1, Table-3(Chill Cast Alloys- Proof Stress)	-	1000	-
Cl-7.1, Table-3(Chill Cast Alloys- Elongation)	-	1000	-
Cl-7.1, Table-3(Chill Cast Alloys- Brinell Hardness HBW)	-	1500	-
Cl-7.1, Table-4(Investment-Cast Alloys- Tensile Strength)	-	1500	-
Cl-7.1, Table-4(Investment-Cast Alloys- Proof Stress)	-	1000	-
Cl-7.1, Table-4(Investment-Cast Alloys- Elongation)	-	1000	-
Cl-7.1, Table-4(Investment-Cast Alloys-Brinell Hardness)	-	1500	-
Cl-7.2(Tensile Tests)	-	1500	-
Cl-7.3(Test Pieces)	-	0	-
Cl-7.4(Hardness)	-	1500	-
Cl-8(Freedom from Defects)	-	500	-
Cl-11(RETEST)	-	0	-
Cl-13(Marking)	-	0	-
Cl. 6(Silicon)	-	300	-
Cl. 6(Iron)	-	300	-
Cl. 6(Copper)	-	300	-
Cl. 6(Manganese)	-	300	-
Cl. 6(Magnesium)	-	300	-
Cl. 6(Chromium)	-	300	-
Cl. 6(Nickel)	-	300	-
Cl. 6(Zinc)	-	300	-
Cl. 6(Lead)	-	300	-
Cl. 6(Tin)	-	300	-
Cl. 6(Titanium)	-	300	-
Cl. 6(Others Element Each)	-	300	-
Cl. 6(Others Element Total)	-	300	-
Cl. 6(Aluminium)	-	300	-
Cl. 6(Silver)	-	500	-
Cl. 6(Zirconium)	-	500	-
Cl. 6(Titanium+Zirconium)	-	500	-
Cl. 6(Antimony)	-	500	-
Cl. 6(Cobalt)	-	500	-
Cl. 6(Antimony+Cobalt)	-	500	-
Cl. 6(Beryllium)	-	500	-
10(Pressure Test)	-	1500	-

10 Mar, 2027

-
Included w.e.f 20.05.2025

IS 1285 (2023)

WROUGHT ALUMINIUM AND ALUMINIUM ALLOYS EXTRUDED ROUND TUBE AND HOLLOW SECTIONS FOR GENERAL ENGINEERINGPURPOSES SPECIFICATION

All Type

5500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1("The extruded round tube and hollow sections shall be sound and visually free from harmful defects. ")	-	500	-
6.2(Slight discoloration due to heat treatment, minor polishing marks and spiral marks due to roll straightening shall not be a cause for rejection.)	-	500	-
8("Dimensions and tolerances of the material shall be as laid down in the Indian Standards indicated below: a) Extruded round tube IS 2673; and b) Extruded hollow sections IS 6477.")	-	500	-
9(" Extruded round tubes and hollow sections shall be made from alloys specified in IS 733. 9.2 The chemical analysis of the material shall be carried out either in accordance with the methods specified in IS 504 (Part 1 to 12) and IS 504 (Part 13 to 16) or by any other established instrumental/chemical method. In case of any dispute the method specified in relevant parts of IS 504 shall be used as referee method. However, when the method is not given in IS 504, the referee method shall be as agreed to between the purchaser and the manufacturer. ")	-	500	-
10(Tensile test)	-	1500	-
Cl.9.1(Aluminium- IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Copper- IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Magnesium- IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Silicon- IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Iron- IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Manganese- IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Zinc- IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Titanium and/ or other grain refining elements- IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Chromium- IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Remarks (Ti+V) - IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Remarks (Cr+Mn) - IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Remarks (Total Impurities)- IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
6.1("The extruded round tube and hollow sections shall be sound and visually free from harmful defects. ")	-	500	-
6.2(Slight discoloration due to heat treatment, minor polishing marks and spiral marks due to roll straightening shall not be a cause for rejection.)	-	500	-
8("Dimensions and tolerances of the material shall be as laid down in the Indian Standards indicated below: a) Extruded round tube IS 2673; and b) Extruded hollow sections IS 6477.")	-	500	-
9(" Extruded round tubes and hollow sections shall be made from alloys specified in IS 733. 9.2 The chemical analysis of the material shall be carried out either in accordance with the methods specified in IS 504 (Part 1 to 12) and IS 504 (Part 13 to 16) or by any other established instrumental/chemical method. In case of any dispute the method specified in relevant parts of IS 504 shall be used as referee method. However, when the method is not given in IS 504, the referee method shall be as agreed to between the purchaser and the manufacturer. ")	-	500	-
10(Tensile test)	-	1500	-
Cl.9.1(Aluminium- IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Copper- IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Magnesium- IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Silicon- IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Iron- IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Manganese- IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Zinc- IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Titanium and/ or other grain refining elements- IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Chromium- IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Remarks (Ti+V) - IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Remarks (Cr+Mn) - IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Remarks (Total Impurities)- IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
6.1("The extruded round tube and hollow sections shall be sound and visually free from harmful defects. ")	-	500	-
6.2(Slight discoloration due to heat treatment, minor polishing marks and spiral marks due to roll straightening shall not be a cause for rejection.)	-	500	-
8("Dimensions and tolerances of the material shall be as laid down in the Indian Standards indicated below: a) Extruded round tube IS 2673; and b) Extruded hollow sections IS 6477.")	-	500	-
9(" Extruded round tubes and hollow sections shall be made from alloys specified in IS 733. 9.2 The chemical analysis of the material shall be carried out either in accordance with the methods specified in IS 504 (Part 1 to 12) and IS 504 (Part 13 to 16) or by any other established instrumental/chemical method. In case of any dispute the method specified in relevant parts of IS 504 shall be used as referee method. However, when the method is not given in IS 504, the referee method shall be as agreed to between the purchaser and the manufacturer. ")	-	500	-
10(Tensile test)	-	1500	-
Cl.9.1(Aluminium- IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Copper- IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Magnesium- IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Silicon- IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Iron- IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Manganese- IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Zinc- IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Titanium and/ or other grain refining elements- IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Chromium- IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Remarks (Ti+V) - IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Remarks (Cr+Mn) - IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Remarks (Total Impurities)- IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
6.1("The extruded round tube and hollow sections shall be sound and visually free from harmful defects. ")	-	500	-
6.2(Slight discoloration due to heat treatment, minor polishing marks and spiral marks due to roll straightening shall not be a cause for rejection.)	-	500	-
8("Dimensions and tolerances of the material shall be as laid down in the Indian Standards indicated below: a) Extruded round tube IS 2673; and b) Extruded hollow sections IS 6477.")	-	500	-
9(" Extruded round tubes and hollow sections shall be made from alloys specified in IS 733. 9.2 The chemical analysis of the material shall be carried out either in accordance with the methods specified in IS 504 (Part 1 to 12) and IS 504 (Part 13 to 16) or by any other established instrumental/chemical method. In case of any dispute the method specified in relevant parts of IS 504 shall be used as referee method. However, when the method is not given in IS 504, the referee method shall be as agreed to between the purchaser and the manufacturer. ")	-	500	-
10(Tensile test)	-	1500	-
Cl.9.1(Aluminium- IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Copper- IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Magnesium- IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Silicon- IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Iron- IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Manganese- IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Zinc- IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Titanium and/ or other grain refining elements- IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Chromium- IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Remarks (Ti+V) - IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Remarks (Cr+Mn) - IS 504 and its parts or any other intrumental/chemical methods)	-	300	-
Cl.9.1(Remarks (Total Impurities)- IS 504 and its parts or any other intrumental/chemical methods)	-	300	-

10 Mar, 2027

-
Included w.e.f 08.05.2025

IS 5082 (1998)

Wrought aluminium and aluminium alloy bars, rods, tubes, sections, plates and sheets for electrical applications (Second Revision)

All Type

8300 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1(CHEMICAL COMPOSITION Table 1)	-	2700	-
Clause 5(FREEDOM FROM DEFECTS)	-	500	-
8.1(MECHANICAL TEST Tensile Strength Min, Mpa)	-	1500	-
8.1(MECHANICAL TEST (0.2 Percent Proof Stress Min, Mpa))	-	1000	-
8.1(Percent Elongation on 5.65 Min)	-	1000	-
8.1(Maximum Electrical Resistivity at 20°C ohm-mm/mm2)	-	1500	-
8.2(Bend Test)	-	1000	-
Clause 10(DIMENSIONAL TOLERANCES)	-	600	-
8.1(Electrical Conductivity at 20°C,Min)	-	2000	-

10 Mar, 2027

-
-

IS 2191 : Part 2 (1983)

Specification for wooden flush door shutiers (Cellular And Hollow Core Type): Part 2 particle board and hardboard pace panels

All Type

20600 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 3 (Table-2)(Size- Height)	-	300	-
Cl. 3 (Table-2)(Size- Width)	-	300	-
Cl. 3.2 (Nominal thickness of shutters)	-	300	-
Cl. 7(WORKMANSHIP AND FINISH)	-	500	-
Cl. 8.1(End immersion Test)	-	1500	-
Cl. 8.2(Knife Test)	-	1000	-
Cl. 8.3(Adhesion Test)	-	1200	-
Cl. 6.1(Locks)	-	0	-
Cl. 6(FITTINGS)	-	0	-
Cl. 5.2(Face Panel)	-	0	-
Cl. 5(CONSTRUCTION)	-	0	-
Cl. 4.4(Adhesive)	-	0	-
Cl. 4.3(fibre Hardboard)	-	0	-
Cl. 4.2(Particle Board)	-	0	-
Cl. 4.1(Timber)	-	0	For BIS samples: 1.5 times of BIS testing charges (10% discount to BIS)

10 Mar, 2027

-
-

IS 2191 : Part 1 (1983)

Specification for wooden flush door shuiters (Cellular And Hollow Core Type): Part 1 plywood face panels (Fourth Revision)

All Type

20600 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 4 (Table-2)(Size- Height)	-	300	-
Cl. 4 (Table-2)(Size- Width)	-	300	-
Cl. 4.2 (Nominal thickness of shutters)	-	300	-
Cl. 5.1(Timber)	-	0	-
Cl. 8(WORKMANSHIP AND FINISH)	-	500	-
Cl. 9.1(End immersion Test)	-	1500	-
Cl. 9.2(Knife Test)	-	1000	-
Cl. 9.3(Adhesion Test)	-	1200	-
Cl. 7.1(Locks)	-	200	-
Cl. 7(FITTINGS)	-	200	-
Cl. 6.9(Venetian)	-	200	-
Cl. 6.8(Opening for Glazing)	-	200	-
Cl. 6.7(Rebating)	-	200	-
Cl. 6.6(Lipping)	-	200	-
Cl. 6.5(Face Panel)	-	200	-
Cl. 6.4(Levelling)	-	200	-
Cl. 6.3(Stiles and Rails)	-	200	-
Cl. 6.2(Hollow Core)	-	200	-
Cl. 6.1(Cellular Core)	-	200	-
Cl. 6(CONSTRUCTION)	-	200	-
Cl. 5.7(Particle Board)	-	0	-
Cl. 5.6(Adhesive)	-	0	-
Cl. 5.4(Face Veneers)	-	0	-
Cl. 5.3(Cross-Bands)	-	0	-
Cl. 5.2(Plywood)	-	0	For BIS samples: 1.5 times of BIS testing charges (10% discount to BIS)

10 Mar, 2027

-
-

IS 16352 (2020)

Geosynthetics – High density polyethylene (HDPE) geomembranes for lining – Specification (first revision)

All Type

98700 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5,3.1, Table1,x) Type I / II / III / IV / V / VI / VII IS 2530(Carbon black content)	-	1500	-
5,3.1, Table 2,xi) Type I / II / III / IV / V / VI IS 2530(Carbon black content)	-	1500	-
5,3.1, Table2,iii) Type I / II / III / IV / V / VI Annex K(Lowest individual of 10 thickness value)	-	500	-
5,3.1, Table1,iii) Type I / II / III / IV / V / VI / VII Method A of IS 13162 (Part 3)(Lowest individual of 10 thickness value)	-	500	-
5,3.1, Table2,iv) Type I / II / III / IV / V / VI Annex L(Average asperity height)	-	1000	-
5,3.1, Table 2,v) d) Type I / II / III / IV / V / VI Annex B(Tensile properties: Breaking elongation)	-	1500	-
5,3.1, Table1,xv) Type I / II / III / IV / V / VI / VII Annex J(Stress crack resistance)	-	12500	-
5,3.1, Table 2,xvi) Type I / II / III / IV / V / VI Annex J(Stress crack resistance)	-	12500	-
5,3.1, Table1,iv) d) Type I / II / III / IV / V / VI / VII Annex B(Tensile properties: Breaking elongation)	-	1000	-
5,3.1, Table1,xii) Type I / II / III / IV / V / VI / VII ISO 11357 (Part 6) or ASTM D 5885(Oxidative induction time (OIT) : a) Standard OIT or b) High pressure OIT)	-	6500	-
5,3.1, Table 2,xiii) Type I / II / III / IV / V / VI ISO 11357 (Part 6) or ASTM D 5885(Oxidative induction time (OIT) : a) Standard OIT or b) High pressure OIT)	-	6500	-
5,3.1, Table1,xiii) Type I / II / III / IV / V / VI / VII Oven method of IS 7016 (Part 8), ISO 11357-6 and ASTM D 5885(Oven ageing at 85°C, Retention of oxidative induction time (OIT) after 90 days : a) Standard OIT or b) High pressure OIT)	-	22500	-
5,3.1, Table 2,xiv) Type I / II / III / IV / V / VI Oven method of IS 7016 (Part 8), ISO 11357-6 and ASTM D 5885(Oven ageing at 85°C, Retention of oxidative induction time (OIT) after 90 days : a) Standard OIT or b) High pressure OIT)	-	22500	-
3, 3.2(MATERIAL AND MANUFACTURE If two or more pieces of geomembranes are used, the material shall be joined together by a suitable heat sealing process keeping an overlap of at least 2.5 cm. )	-	0	-
4, 4.1(VARIETY AND TYPES : Based on the finish, HDPE geomembrane shall be of following varieties)	-	500	-
4.2,4.2.1(Based on the thickness of HDPE geomembrane, the material shall be classified as under)	-	500	-
4.2,4.2.2(Based on the thickness of HDPE geomembrane, the material shall be classified as under)	-	500	-
5,3.1, Table1,i) a) Type I / II / III / IV / V / VI / VII IS 7016 (Part 1)(Length)	-	500	-
5,3.1, Table1,i) b) Type I / II / III / IV / V / VI / VII IS 7016 (Part 1)(width)	-	500	-
5,3.1, Table1,ii) Type I / II / III / IV / V / VI / VII Method A of IS 13162 (Part 3)(Average thickness at a pressure of 2 ± 0.01 kPa)	-	500	-
5,3.1, Table1,iv) a) Type I / II / III / IV / V / VI / VII Annex B(Tensile properties: Yield strength,)	-	1500	-
5,3.1, Table1,iv) b) Type I / II / III / IV / V / VI / VII Annex B(Tensile properties: Breaking strength,)	-	1500	-
5,3.1, Table1,iv) c) Type I / II / III / IV / V / VI / VII Annex B(Tensile properties: Yield elongation)	-	1000	-
5,3.1, Table1,v) Type I / II / III / IV / V / VI / VII Annex C(Tear resistance)	-	2500	-
5,3.1, Table1,vi) Type I / II / III / IV / V / VI / VII Annex D(Puncture resistanc)	-	4500	-
5,3.1, Table1,vii) Type I / II / III / IV / V / VI / VII Annex E(Low temperature crack resistance at minus 30°C±1°C)	-	5000	-
5,3.1, Table1,viii) Type I / II / III / IV / V / VI / VII Annex F(Hydrostatic resistance)	-	8000	-
5,3.1, Table1,ix) Type I / II / III / IV / V / VI / VII Annex G(Seam strength : 85 percent of the original actual fabric strength or unbreakable seam)	-	3500	-
5,3.1, Table1,xi) Type I / II / III / IV / V / VI / VII IS 2530(Carbon black dispersion)	-	1200	-
5,3.1, Table1,xiv) Type I / II / III / IV / V / VI / VII Annex H(Retention of breaking strength after UV exposure of 144 h : 85 percent of the original actual fabric strength)	-	25000	-
6(DIMENSIONS AND TOLERANCES The dimensions of HDPE geomembrane when tested by the method given in IS 7016 (Part 1) shall be as agreed to between the buyer and the seller. However, the minimum width of the HDPE geomembrane shall be 5000 mm. A combination of panel width may be used to obtain desired width of geomembrane. Narrow width panels not less than 1000 mm in width may also be used but such pieces shall not exceed 1 piece per roll of finished material of specified width.)	-	1500	-
7, 7.1 Annex M(COLOUR, SURFACE CHARACTERISTICS AND FREEDOM FROM DEFECTS: )	-	500	-
7, 7.2(COLOUR, SURFACE CHARACTERISTICS AND FREEDOM FROM DEFECTS)	-	500	-
5,3.1, Table 2,xv) Type I / II / III / IV / V / VI Annex H(Retention of breaking strength after UV exposure of 144 h : 85 percent of the original actual fabric strength)	-	25000	-
5,3.1, Table 2,xii) Type I / II / III / IV / V / VI IS 2530(Carbon black dispersion)	-	1200	-
5,3.1, Table 2,x) Type I / II / III / IV / V / VI Annex G(Seam strength : 85 percent of the original actual fabric strength or unbreakable seam)	-	3500	-
5,3.1, Table 2,iX) Type I / II / III / IV / V / VI Annex F(Hydrostatic resistance)	-	8000	-
5,3.1, Table 2,viii) Type I / II / III / IV / V / VI Annex E(Low temperature crack resistance at minus 30°C±1°C)	-	5000	-
5,3.1, Table 2,vii) Type I / II / III / IV / V / VI Annex D(Puncture resistanc)	-	4500	-
5,3.1, Table 2,vi) a) Type I / II / III / IV / V / VI Annex C(Tear resistance)	-	2500	-
5,3.1, Table 2,v) c) Type I / II / III / IV / V / VI Annex B(Tensile properties: Yield elongation)	-	1000	-
5,3.1, Table 2,v) b) Type I / II / III / IV / V / VI Annex B(Tensile properties: Breaking strength,)	-	1500	-
5,3.1, Table 2,v) a) Type I / II / III / IV / V / VI Annex B(Tensile properties: Yield strength,)	-	1500	-
5,3.1, Table2,ii) Type I / II / III / IV / V / VI Annex K(Average core thickness)	-	500	-
5,3.1, Table 2,i) b) Type I / II / III / IV / V / VI IS 7016 (Part 1)(width)	-	500	-
5,3.1, Table2,i) a) Type I / II / III / IV / V / VI IS 7016 (Part 1)(Length)	-	5000	-
5,3.1, Table1,xiv) Type I / II / III / IV / V / VI / VII Annex H(Retention of breaking strength after UV exposure of 144 h : 85 percent of the original actual fabric strength)	-	25000	-
5,3.1, Table1,xi) Type I / II / III / IV / V / VI / VII IS 2530(Carbon black dispersion)	-	1200	-
5,3.1, Table1,ix) Type I / II / III / IV / V / VI / VII Annex G(Seam strength : 85 percent of the original actual fabric strength or unbreakable seam)	-	3500	-
5,3.1, Table1,viii) Type I / II / III / IV / V / VI / VII Annex F(Hydrostatic resistance)	-	8000	-
5,3.1, Table1,vii) Type I / II / III / IV / V / VI / VII Annex E(Low temperature crack resistance at minus 30°C±1°C)	-	5000	-
5,3.1, Table1,vi) Type I / II / III / IV / V / VI / VII Annex D(Puncture resistanc)	-	4500	-
5,3.1, Table1,v) Type I / II / III / IV / V / VI / VII Annex C(Tear resistance)	-	2500	-
5,3.1, Table1,iv) c) Type I / II / III / IV / V / VI / VII Annex B(Tensile properties: Yield elongation)	-	1000	-
5,3.1, Table1,iv) b) Type I / II / III / IV / V / VI / VII Annex B(Tensile properties: Breaking strength,)	-	1500	-
5,3.1, Table1,iv) a) Type I / II / III / IV / V / VI / VII Annex B(Tensile properties: Yield strength,)	-	1500	-
5,3.1, Table1,ii) Type I / II / III / IV / V / VI / VII Method A of IS 13162 (Part 3)(Average thickness at a pressure of 2 ± 0.01 kPa)	-	500	-
5,3.1, Table1,i) b) Type I / II / III / IV / V / VI / VII IS 7016 (Part 1)(width)	-	500	-
5,3.1, Table1,i) a) Type I / II / III / IV / V / VI / VII IS 7016 (Part 1)(Length)	-	500	-
5,3.1, Table 1(Requirements of Smooth HDPE Geomembrane)	-	500	-
5,3.1, Table 2(Requirements of Textured (Single or Double Sided) HDPE Geomembrane)	-	500	-
5(REQUIREMENTS)	-	0	-
4.2,4.2.2(Based on the thickness of HDPE geomembrane, the material shall be classified as under)	-	500	-
4.2,4.2.1(Based on the thickness of HDPE geomembrane, the material shall be classified as under)	-	500	-
4, 4.1(VARIETY AND TYPES : Based on the finish, HDPE geomembrane shall be of following varieties)	-	500	-
3, 3.2(MATERIAL AND MANUFACTURE If two or more pieces of geomembranes are used, the material shall be joined together by a suitable heat sealing process keeping an overlap of at least 2.5 cm. )	-	500	-
3, 3.1(MATERIAL AND MANUFACTURE)	-	0	-
5,3.1, Table 2,xiv) Type I / II / III / IV / V / VI Oven method of IS 7016 (Part 8), ISO 11357-6 and ASTM D 5885(Oven ageing at 85°C, Retention of oxidative induction time (OIT) after 90 days : a) Standard OIT or b) High pressure OIT)	-	22500	-
5,3.1, Table1,xiii) Type I / II / III / IV / V / VI / VII Oven method of IS 7016 (Part 8), ISO 11357-6 and ASTM D 5885(Oven ageing at 85°C, Retention of oxidative induction time (OIT) after 90 days : a) Standard OIT or b) High pressure OIT)	-	22500	-
5,3.1, Table 2,xiii) Type I / II / III / IV / V / VI ISO 11357 (Part 6) or ASTM D 5885(Oxidative induction time (OIT) : a) Standard OIT or b) High pressure OIT)	-	6500	-
5,3.1, Table1,xii) Type I / II / III / IV / V / VI / VII ISO 11357 (Part 6) or ASTM D 5885(Oxidative induction time (OIT) : a) Standard OIT or b) High pressure OIT)	-	6500	-
5,3.1, Table1,iv) d) Type I / II / III / IV / V / VI / VII Annex B(Tensile properties: Breaking elongation)	-	1000	-
5,3.1, Table 2,xvi) Type I / II / III / IV / V / VI Annex J(Stress crack resistance)	-	12500	-
5,3.1, Table1,xv) Type I / II / III / IV / V / VI / VII Annex J(Stress crack resistance)	-	12500	-
5,3.1, Table 2,v) d) Type I / II / III / IV / V / VI Annex B(Tensile properties: Breaking elongation)	-	1000	-
5,3.1, Table2,iv) Type I / II / III / IV / V / VI Annex L(Average asperity height)	-	1000	-
5,3.1, Table1,iii) Type I / II / III / IV / V / VI / VII Method A of IS 13162 (Part 3)(Lowest individual of 10 thickness value)	-	500	-
5,3.1, Table2,iii) Type I / II / III / IV / V / VI Annex K(Lowest individual of 10 thickness value)	-	500	-
5,3.1, Table 2,xi) Type I / II / III / IV / V / VI IS 2530(Carbon black content)	-	1500	-
5,3.1, Table1,x) Type I / II / III / IV / V / VI / VII IS 2530(Carbon black content)	-	1500	-
7, 7.2(COLOUR, SURFACE CHARACTERISTICS AND FREEDOM FROM DEFECTS)	-	500	-
7, 7.1 Annex M(COLOUR, SURFACE CHARACTERISTICS AND FREEDOM FROM DEFECTS: )	-	500	-
6(DIMENSIONS AND TOLERANCES The dimensions of HDPE geomembrane when tested by the method given in IS 7016 (Part 1) shall be as agreed to between the buyer and the seller. However, the minimum width of the HDPE geomembrane shall be 5000 mm. A combination of panel width may be used to obtain desired width of geomembrane. Narrow width panels not less than 1000 mm in width may also be used but such pieces shall not exceed 1 piece per roll of finished material of specified width.)	-	1500	-
5,3.1, Table 2,xv) Type I / II / III / IV / V / VI Annex H(Retention of breaking strength after UV exposure of 144 h : 85 percent of the original actual fabric strength)	-	25000	-
5,3.1, Table 2,xii) Type I / II / III / IV / V / VI IS 2530(Carbon black dispersion)	-	1200	-
5,3.1, Table 2,x) Type I / II / III / IV / V / VI Annex G(Seam strength : 85 percent of the original actual fabric strength or unbreakable seam)	-	3500	-
5,3.1, Table 2,iX) Type I / II / III / IV / V / VI Annex F(Hydrostatic resistance)	-	8000	-
5,3.1, Table 2,viii) Type I / II / III / IV / V / VI Annex E(Low temperature crack resistance at minus 30°C±1°C)	-	5000	-
5,3.1, Table 2,vii) Type I / II / III / IV / V / VI Annex D(Puncture resistanc)	-	4500	-
5,3.1, Table 2,vi) a) Type I / II / III / IV / V / VI Annex C(Tear resistance)	-	2500	-
5,3.1, Table 2,v) c) Type I / II / III / IV / V / VI Annex B(Tensile properties: Yield elongation)	-	1500	-
5,3.1, Table 2,v) b) Type I / II / III / IV / V / VI Annex B(Tensile properties: Breaking strength,)	-	1500	-
5,3.1, Table 2,v) a) Type I / II / III / IV / V / VI Annex B(Tensile properties: Yield strength,)	-	1500	-
5,3.1, Table2,ii) Type I / II / III / IV / V / VI Annex K(Average core thickness)	-	500	-
5,3.1, Table 2,i) b) Type I / II / III / IV / V / VI IS 7016 (Part 1)(width)	-	500	-
5,3.1, Table2,i) a) Type I / II / III / IV / V / VI IS 7016 (Part 1)(Length)	-	500	-
5,3.1, Table 2(Requirements of Textured (Single or Double Sided) HDPE Geomembrane)	-	1000	-
5,3.1, Table1,xiv) Type I / II / III / IV / V / VI / VII Annex H(Retention of breaking strength after UV exposure of 144 h : 85 percent of the original actual fabric strength)	-	25000	-
5,3.1, Table1,xi) Type I / II / III / IV / V / VI / VII IS 2530(Carbon black dispersion)	-	1200	-
5,3.1, Table1,ix) Type I / II / III / IV / V / VI / VII Annex G(Seam strength : 85 percent of the original actual fabric strength or unbreakable seam)	-	3500	-
5,3.1, Table1,viii) Type I / II / III / IV / V / VI / VII Annex F(Hydrostatic resistance)	-	8000	-
5,3.1, Table1,vii) Type I / II / III / IV / V / VI / VII Annex E(Low temperature crack resistance at minus 30°C±1°C)	-	5000	-
5,3.1, Table1,vi) Type I / II / III / IV / V / VI / VII Annex D(Puncture resistanc)	-	4500	-
5,3.1, Table1,v) Type I / II / III / IV / V / VI / VII Annex C(Tear resistance)	-	2500	-
5,3.1, Table1,iv) c) Type I / II / III / IV / V / VI / VII Annex B(Tensile properties: Yield elongation)	-	1000	-
5,3.1, Table1,iv) b) Type I / II / III / IV / V / VI / VII Annex B(Tensile properties: Breaking strength,)	-	1500	-
5,3.1, Table1,iv) a) Type I / II / III / IV / V / VI / VII Annex B(Tensile properties: Yield strength,)	-	1500	-
5,3.1, Table1,ii) Type I / II / III / IV / V / VI / VII Method A of IS 13162 (Part 3)(Average thickness at a pressure of 2 ± 0.01 kPa)	-	500	-
5,3.1, Table1,i) b) Type I / II / III / IV / V / VI / VII IS 7016 (Part 1)(width)	-	500	-
5,3.1, Table1,i) a) Type I / II / III / IV / V / VI / VII IS 7016 (Part 1)(Length)	-	500	-
5,3.1, Table 1(Requirements of Smooth HDPE Geomembrane)	-	500	-
5(REQUIREMENTS)	-	0	-
4.2,4.2.2(Based on the thickness of HDPE geomembrane, the material shall be classified as under)	-	500	-
4.2,4.2.1(Based on the thickness of HDPE geomembrane, the material shall be classified as under)	-	500	-
4, 4.1(VARIETY AND TYPES : Based on the finish, HDPE geomembrane shall be of following varieties)	-	500	-
3, 3.2(MATERIAL AND MANUFACTURE If two or more pieces of geomembranes are used, the material shall be joined together by a suitable heat sealing process keeping an overlap of at least 2.5 cm. )	-	500	-
3, 3.1(MATERIAL AND MANUFACTURE)	-	0	-
5,3.1, Table 2,xiv) Type I / II / III / IV / V / VI Oven method of IS 7016 (Part 8), ISO 11357-6 and ASTM D 5885(Oven ageing at 85°C, Retention of oxidative induction time (OIT) after 90 days : a) Standard OIT or b) High pressure OIT)	-	22500	-
5,3.1, Table1,xiii) Type I / II / III / IV / V / VI / VII Oven method of IS 7016 (Part 8), ISO 11357-6 and ASTM D 5885(Oven ageing at 85°C, Retention of oxidative induction time (OIT) after 90 days : a) Standard OIT or b) High pressure OIT)	-	22500	-
5,3.1, Table 2,xiii) Type I / II / III / IV / V / VI ISO 11357 (Part 6) or ASTM D 5885(Oxidative induction time (OIT) : a) Standard OIT or b) High pressure OIT)	-	6500	-
5,3.1, Table1,xii) Type I / II / III / IV / V / VI / VII ISO 11357 (Part 6) or ASTM D 5885(Oxidative induction time (OIT) : a) Standard OIT or b) High pressure OIT)	-	6500	-
5,3.1, Table1,iv) d) Type I / II / III / IV / V / VI / VII Annex B(Tensile properties: Breaking elongation)	-	1000	-
5,3.1, Table 2,xvi) Type I / II / III / IV / V / VI Annex J(Stress crack resistance)	-	12500	-
5,3.1, Table1,xv) Type I / II / III / IV / V / VI / VII Annex J(Stress crack resistance)	-	12500	-
5,3.1, Table 2,v) d) Type I / II / III / IV / V / VI Annex B(Tensile properties: Breaking elongation)	-	1000	-
5,3.1, Table2,iv) Type I / II / III / IV / V / VI Annex L(Average asperity height)	-	1000	-
5,3.1, Table1,iii) Type I / II / III / IV / V / VI / VII Method A of IS 13162 (Part 3)(Lowest individual of 10 thickness value)	-	500	-
5,3.1, Table2,iii) Type I / II / III / IV / V / VI Annex K(Lowest individual of 10 thickness value)	-	500	-
5,3.1, Table 2,xi) Type I / II / III / IV / V / VI IS 2530(Carbon black content)	-	1500	-
5,3.1, Table1,x) Type I / II / III / IV / V / VI / VII IS 2530(Carbon black content)	-	1500	-
7, 7.2(COLOUR, SURFACE CHARACTERISTICS AND FREEDOM FROM DEFECTS)	-	500	-
7, 7.1 Annex M(COLOUR, SURFACE CHARACTERISTICS AND FREEDOM FROM DEFECTS: )	-	500	-
6(DIMENSIONS AND TOLERANCES The dimensions of HDPE geomembrane when tested by the method given in IS 7016 (Part 1) shall be as agreed to between the buyer and the seller. However, the minimum width of the HDPE geomembrane shall be 5000 mm. A combination of panel width may be used to obtain desired width of geomembrane. Narrow width panels not less than 1000 mm in width may also be used but such pieces shall not exceed 1 piece per roll of finished material of specified width.)	-	1500	-
5,3.1, Table 2,xv) Type I / II / III / IV / V / VI Annex H(Retention of breaking strength after UV exposure of 144 h : 85 percent of the original actual fabric strength)	-	25000	-
5,3.1, Table 2,xii) Type I / II / III / IV / V / VI IS 2530(Carbon black dispersion)	-	1200	-
5,3.1, Table 2,x) Type I / II / III / IV / V / VI Annex G(Seam strength : 85 percent of the original actual fabric strength or unbreakable seam)	-	3500	-
5,3.1, Table 2,iX) Type I / II / III / IV / V / VI Annex F(Hydrostatic resistance)	-	8000	-
5,3.1, Table 2,viii) Type I / II / III / IV / V / VI Annex E(Low temperature crack resistance at minus 30°C±1°C)	-	5000	-
5,3.1, Table 2,vii) Type I / II / III / IV / V / VI Annex D(Puncture resistanc)	-	4500	-
5,3.1, Table 2,vi) a) Type I / II / III / IV / V / VI Annex C(Tear resistance)	-	2500	-
5,3.1, Table 2,v) c) Type I / II / III / IV / V / VI Annex B(Tensile properties: Yield elongation)	-	1000	-
5,3.1, Table 2,v) b) Type I / II / III / IV / V / VI Annex B(Tensile properties: Breaking strength,)	-	1500	-
5,3.1, Table 2,v) a) Type I / II / III / IV / V / VI Annex B(Tensile properties: Yield strength,)	-	1500	-
5,3.1, Table2,ii) Type I / II / III / IV / V / VI Annex K(Average core thickness)	-	500	-
5,3.1, Table 2,i) b) Type I / II / III / IV / V / VI IS 7016 (Part 1)(width)	-	500	-
5,3.1, Table2,i) a) Type I / II / III / IV / V / VI IS 7016 (Part 1)(Length)	-	500	-
5,3.1, Table 2(Requirements of Textured (Single or Double Sided) HDPE Geomembrane)	-	500	-
5,3.1, Table1,xiv) Type I / II / III / IV / V / VI / VII Annex H(Retention of breaking strength after UV exposure of 144 h : 85 percent of the original actual fabric strength)	-	25000	-
5,3.1, Table1,xi) Type I / II / III / IV / V / VI / VII IS 2530(Carbon black dispersion)	-	1200	-
5,3.1, Table1,ix) Type I / II / III / IV / V / VI / VII Annex G(Seam strength : 85 percent of the original actual fabric strength or unbreakable seam)	-	3500	-
5,3.1, Table1,viii) Type I / II / III / IV / V / VI / VII Annex F(Hydrostatic resistance)	-	8000	-
5,3.1, Table1,vii) Type I / II / III / IV / V / VI / VII Annex E(Low temperature crack resistance at minus 30°C±1°C)	-	5000	-
5,3.1, Table1,vi) Type I / II / III / IV / V / VI / VII Annex D(Puncture resistanc)	-	4500	-
5,3.1, Table1,v) Type I / II / III / IV / V / VI / VII Annex C(Tear resistance)	-	2500	-
5,3.1, Table1,iv) c) Type I / II / III / IV / V / VI / VII Annex B(Tensile properties: Yield elongation)	-	1000	-
5,3.1, Table1,iv) b) Type I / II / III / IV / V / VI / VII Annex B(Tensile properties: Breaking strength,)	-	1500	-
5,3.1, Table1,iv) a) Type I / II / III / IV / V / VI / VII Annex B(Tensile properties: Yield strength,)	-	1500	-
5,3.1, Table1,ii) Type I / II / III / IV / V / VI / VII Method A of IS 13162 (Part 3)(Average thickness at a pressure of 2 ± 0.01 kPa)	-	500	-
5,3.1, Table1,i) b) Type I / II / III / IV / V / VI / VII IS 7016 (Part 1)(width)	-	500	-
5,3.1, Table 1(Requirements of Smooth HDPE Geomembrane)	-	500	-
5(REQUIREMENTS)	-	0	-
4.2,4.2.2(Based on the thickness of HDPE geomembrane, the material shall be classified as under)	-	500	-
4.2,4.2.1(Based on the thickness of HDPE geomembrane, the material shall be classified as under)	-	500	-
4, 4.1(VARIETY AND TYPES : Based on the finish, HDPE geomembrane shall be of following varieties)	-	500	-
3, 3.2(MATERIAL AND MANUFACTURE If two or more pieces of geomembranes are used, the material shall be joined together by a suitable heat sealing process keeping an overlap of at least 2.5 cm. )	-	500	-
3, 3.1(MATERIAL AND MANUFACTURE)	-	0	-
5,3.1, Table 2,xiv) Type I / II / III / IV / V / VI Oven method of IS 7016 (Part 8), ISO 11357-6 and ASTM D 5885(Oven ageing at 85°C, Retention of oxidative induction time (OIT) after 90 days : a) Standard OIT or b) High pressure OIT)	-	22500	-
5,3.1, Table1,xiii) Type I / II / III / IV / V / VI / VII Oven method of IS 7016 (Part 8), ISO 11357-6 and ASTM D 5885(Oven ageing at 85°C, Retention of oxidative induction time (OIT) after 90 days : a) Standard OIT or b) High pressure OIT)	-	22500	-
5,3.1, Table 2,xiii) Type I / II / III / IV / V / VI ISO 11357 (Part 6) or ASTM D 5885(Oxidative induction time (OIT) : a) Standard OIT or b) High pressure OIT)	-	6500	-
5,3.1, Table1,xii) Type I / II / III / IV / V / VI / VII ISO 11357 (Part 6) or ASTM D 5885(Oxidative induction time (OIT) : a) Standard OIT or b) High pressure OIT)	-	6500	-
5,3.1, Table1,iv) d) Type I / II / III / IV / V / VI / VII Annex B(Tensile properties: Breaking elongation)	-	1000	-
5,3.1, Table 2,xvi) Type I / II / III / IV / V / VI Annex J(Stress crack resistance)	-	12500	-
5,3.1, Table1,xv) Type I / II / III / IV / V / VI / VII Annex J(Stress crack resistance)	-	12500	-
5,3.1, Table 2,v) d) Type I / II / III / IV / V / VI Annex B(Tensile properties: Breaking elongation)	-	1000	-
5,3.1, Table2,iv) Type I / II / III / IV / V / VI Annex L(Average asperity height)	-	1000	-
5,3.1, Table1,iii) Type I / II / III / IV / V / VI / VII Method A of IS 13162 (Part 3)(Lowest individual of 10 thickness value)	-	500	-
5,3.1, Table 2,xi) Type I / II / III / IV / V / VI IS 2530(Carbon black content)	-	1500	-
5,3.1, Table1,x) Type I / II / III / IV / V / VI / VII IS 2530(Carbon black content)	-	1500	-
5,3.1, Table2,iii) Type I / II / III / IV / V / VI Annex K(Lowest individual of 10 thickness value)	-	500	-
7, 7.2(COLOUR, SURFACE CHARACTERISTICS AND FREEDOM FROM DEFECTS)	-	500	-
7, 7.1 Annex M(COLOUR, SURFACE CHARACTERISTICS AND FREEDOM FROM DEFECTS: )	-	500	-
6(DIMENSIONS AND TOLERANCES The dimensions of HDPE geomembrane when tested by the method given in IS 7016 (Part 1) shall be as agreed to between the buyer and the seller. However, the minimum width of the HDPE geomembrane shall be 5000 mm. A combination of panel width may be used to obtain desired width of geomembrane. Narrow width panels not less than 1000 mm in width may also be used but such pieces shall not exceed 1 piece per roll of finished material of specified width.)	-	1500	-
5,3.1, Table 2,xv) Type I / II / III / IV / V / VI Annex H(Retention of breaking strength after UV exposure of 144 h : 85 percent of the original actual fabric strength)	-	25000	-
5,3.1, Table 2,xii) Type I / II / III / IV / V / VI IS 2530(Carbon black dispersion)	-	1200	-
5,3.1, Table 2,x) Type I / II / III / IV / V / VI Annex G(Seam strength : 85 percent of the original actual fabric strength or unbreakable seam)	-	3500	-
5,3.1, Table 2,iX) Type I / II / III / IV / V / VI Annex F(Hydrostatic resistance)	-	8000	-
5,3.1, Table 2,viii) Type I / II / III / IV / V / VI Annex E(Low temperature crack resistance at minus 30°C±1°C)	-	5000	-
5,3.1, Table 2,vii) Type I / II / III / IV / V / VI Annex D(Puncture resistanc)	-	4500	-
5,3.1, Table 2,vi) a) Type I / II / III / IV / V / VI Annex C(Tear resistance)	-	2500	-
5,3.1, Table 2,v) c) Type I / II / III / IV / V / VI Annex B(Tensile properties: Yield elongation)	-	1000	-
5,3.1, Table 2,v) b) Type I / II / III / IV / V / VI Annex B(Tensile properties: Breaking strength,)	-	1500	-
5,3.1, Table 2,v) a) Type I / II / III / IV / V / VI Annex B(Tensile properties: Yield strength,)	-	1500	-
5,3.1, Table2,ii) Type I / II / III / IV / V / VI Annex K(Average core thickness)	-	500	-
5,3.1, Table 2,i) b) Type I / II / III / IV / V / VI IS 7016 (Part 1)(width)	-	500	-
5,3.1, Table2,i) a) Type I / II / III / IV / V / VI IS 7016 (Part 1)(Length)	-	500	-
5,3.1, Table 2(Requirements of Textured (Single or Double Sided) HDPE Geomembrane)	-	500	-
5,3.1, Table1,i) a) Type I / II / III / IV / V / VI / VII IS 7016 (Part 1)(Length)	-	500	-
5,3.1, Table 1(Requirements of Smooth HDPE Geomembrane)	-	0	-
5(REQUIREMENTS)	-	0	-
3, 3.1(MATERIAL AND MANUFACTURE)	-	0	-

10 Mar, 2027

-
-

IS 15909 (2020)

PVC Geomembranes for Lining - Specification ( Second Revision )

All Type

167700 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.0(Types)	-	200	-
5,Table 1(Length )	-	500	-
5,Table 1(Width )	-	500	-
5,Table 1(Thickness)	-	500	-
5,Table 1(Specific Gravity)	-	1500	-
5,Table 1( Tensile strength (Longitudinal) ,kg/m2)	-	1500	-
5,Table 1( Tensile strength (Transverse) ,kg/m2)	-	1500	-
5,Table 1(Elongation at break (Longitudinal),250 % ,Min)	-	1000	-
5,Table 1(Elongation at break (Transverse),250 % ,Min)	-	1000	-
5,Table 1(Tear resistance (machine direction))	-	2500	-
5,Table 1(Tear resistance (Cross direction))	-	2500	-
5,Table 1(Index puncture resistance,N)	-	4500	-
5,Table 1(Low temperature crack resistance)	-	5000	-
5,Table 1(Hydrostatic resistance,kg/cm2,Min)	-	8000	-
5,Table 1(Seam strength,kg,Min)	-	3500	-
5,Table 1(Volatile Loss ,% ,Max)	-	2500	-
5,Table 1(Peel strength,kN/m,Min)	-	5000	-
5,Table 1(Resistance to soil burial)	-	7000	-
5,Table 1(Tensile strength (Longitudinal),% change)	-	1500	-
5,Table 1(Elongation at break (Longitudinal),% change)	-	1000	-
5,Table 1(Tensile strength (Transverse),% change)	-	1500	-
5,Table 1(Elongation at break (Transverse),% change)	-	1000	-
5,Table 1(Water extraction,% loss in weight)	-	5000	-
5,Table 1(Stability to ultraviolet radiations,% retension in Tensile strength)	-	15000	-
5,Table 1(Stability to ultraviolet radiations,% retension in Elongation at break)	-	15000	-
6.0(Dimensions and tolerances)	-	1000	-
5, Table-2(Length)	-	500	-
5, Table-2(Width)	-	500	-
5, Table-2(Thickness at 20kPa pressure)	-	1000	-
5, Table-2(Tensile Strength (Longitudinal))	-	1500	-
5, Table-2(Tensile Strength (Transverse))	-	1500	-
5, Table-2(Elongation at break (Longitudinal))	-	1000	-
5, Table-2(Elongation at break (Transverse))	-	1000	-
5, Table-2(Tear Strength (Machine direction))	-	2500	-
5, Table-2(Tear Strength (Cross direction))	-	2500	-
5, Table-2(Behaviour during perforation)	-	4500	-
5, Table-2(Height of fall without perforation)	-	2000	-
5, Table-2(Cold crack resistance at low temperature)	-	5000	-
5, Table-2(Hydrostatic Pressure Resistance)	-	8000	-
5, Table-2(Dimensional Stability at 80 degree C)	-	15000	-
5, Table-2(Change in length after heating)	-	4000	-
5, Table-2(Change in width after heating)	-	4000	-
5, Table-2(Resistance to acid and alkali)	-	7000	-
5, Table-2(Strength of welded seam shear resistance)	-	3500	-
5, Table-2(Resistance to static puncturing)	-	2500	-
5, Table-2(Horizontal rate of burning)	-	45000	-
5, Table-2(Vertical rate of burning)	-	45000	-
7.0(Colour ,Surface characteristics and fredom from defects)	-	500	-
7.1(Colour ,Surface characteristics and fredom from defects)	-	500	-
7.2(Colour ,Surface characteristics and fredom from defects)	-	500	-
5,Table 1(Requirements)	-	0	For BIS samples: 1.5 times of BIS testing charges (10% discount to BIS)

10 Mar, 2027

-
-

IS 10701 (2012)

Structural plywood - Specification (First Revision)

All Type

19750 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 11.2(Moisture content)	-	750	-
11.3(Glue Shear strength in dry state)	-	1500	-
11.4.1(Resistance to Water)	-	2500	-
11.4.2(Resistance to Water)	-	2500	-
11.5(Resistance to Micro-organisms)	-	3000	-
11.6(Tensile Strength)	-	1500	-
11.7.1(Compressive Strength, Bending Strength, Panel Shear Strength, Plate Shear Strength and Rolling Shear Strngth)	-	6000	-
11.8(Wet Bending Strength)	-	2000	For BIS samples: 1.5 times of BIS testing charges (10% discount to BIS)

10 Mar, 2027

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-

IS 613 (2000)

Copper rods and bars for electrical purposes - Specification (Third Revision)

All Type

6700 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause no.3(SUPPLY OF MATERIAL)	-	0	-
Clause no.6(FREEDOM FROM DEFECTS)	-	500	-
Clause no.7(CONDITION OF SUPPLY)	-	0	-
Clause no.8(CHEMICAL COMPOSITION)	-	3000	-
Clause no.9.1, table no,1(" tensile test ")	-	1500	-
Clause no.9.2(Bend test)	-	1000	-
"Clause no.10.1 and 11.1.1 Table No. 2"(Dimensions and Tolerances)	-	600	-
"Clause no.10.2 and Table No. 3"("Tolerances on Length of Bar Rod in Straight Length ")	-	200	-
"Clause no.10.4 and Table No. 4"(Corner Radius and Tolerances)	-	200	-
"Clause no.11 and Table No. 5"(Electrical Resistivity)	-	1500	-
Clause no. 14(Marking)	-	200	-

10 Mar, 2027

-
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IS 21 (1992)

Wrought aluminium and aluminium alloys for manufacture of utensils specification (Fourth Revision)

All Type

5700 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.2, Table 2 of IS:21 (Designation & Condition 64430, WP')(Bend Test (Radius of Bend))	-	700	-
4.2, Table 2 of IS:21 (Designation & Condition 64430, WP')(Elongation on 50 mm gauge length (For thickness over 2.6 to 6.3 mm))	-	1000	-
4.2, Table 2 of IS:21 (Designation & Condition 64430, WP')(Elongation on 50 mm gauge length (For thickness over 1.3 to 2.6 mm))	-	1000	-
4.2, Table 2 of IS:21 (Designation & Condition 64430, WP')(Elongation on 50 mm gauge length (For thickness 0.8 to 1.3 mm))	-	1000	-
4.2, Table 2 of IS:21 (Designation & Condition 64430, WP')(Elongation on 50 mm gauge length (For thickness 0.5 to 0.8 mm))	-	1000	-
4.2, Table 2 of IS:21 (Designation & Condition 64430, WP')(Tensile Strength)	-	1500	-
4.2, Table 2 of IS:21 (Designation & Condition 64430, WP')(0.2 Percent Proof Stress)	-	1000	-
4.2, Table 1of IS:21 (Designation 64430)(Aluminium)	-	300	-
4.2, Table 1of IS:21 (Designation 64430)(Lead)	-	300	-
4.2, Table 1of IS:21 (Designation 64430)(Chromium)	-	300	-
4.2, Table 1of IS:21 (Designation 64430)(Titanium and or other grain refining elements)	-	300	-
4.2, Table 1of IS:21 (Designation 64430)(Zinc)	-	300	-
4.2, Table 1of IS:21 (Designation 64430)(Manganese)	-	300	-
4.2, Table 1of IS:21 (Designation 64430)(Iron)	-	300	-
4.2, Table 1of IS:21 (Designation 64430)(Silicon)	-	300	-
4.2, Table 1of IS:21 (Designation 64430)(Magnesium)	-	300	-
4.2, Table 1of IS:21 (Designation 64430)(Copper)	-	300	-
4.2, Table 1of IS:21 (Designation 19600)(Cu+Si+Fe+Mn+Zn)	-	300	-
4.2, Table 1of IS:21 (Designation 19000)(Cu+Mg+Si+Fe+Mn+Zn)	-	300	-
5(Marking)	-	200	-

10 Mar, 2027

-
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IS 16720 (2018)

Pulverized Fuel Ash-Cement Bricks- Specification

All Type

8450 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1 and fig.1A &1B(Dimensions- Length (L) )	-	300	-
4.1 and fig.1A &1B(Dimensions- Width (B) )	-	300	-
4.1 and fig.1A &1B(Dimensions- Height (H))	-	300	-
4.1 & 4.3 and fig.1A &1B(Dimensions - Depth)	-	300	-
4.1 and fig.1A &1B(Dimensions)	-	0	-
4.1 and fig.1A &1B(Dimensions)	-	0	-
5 and Tanle 1 (CLASSIFICATION)	-	0	-
8.1(GENERAL)	-	500	-
8.3(Density Annex C of IS 2185 (Part 1))	-	750	-
8.4 and Table 1(Compressive Strength - Individual IS 3495 (Part 1))	-	2000	-
8.4 and Table 1(Compressive Strength - Average IS 3495 (Part 1))	-	500	-
8.5(Drying Shrinkage IS 4139)	-	2500	-
8.6(Water Absorption IS 3495 (Part 2))	-	1000	-

10 Mar, 2027

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IS 16011 (2012)

Aluminium and aluminium alloy foil for pharmaceutical packaging - Specification

All Type

4100 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5- Table-1(Pin hole count- IS 16011)	-	300	-
6(Freedom from defects- IS 16011)	-	500	-
7.1(Al - IS 504)	-	300	-
7.1(Cu - IS 504)	-	300	-
7.1(Mn - IS 504)	-	300	-
7.1(Si - IS 504)	-	300	-
7.1(Fe- IS 504)	-	300	-
7.1(Mn- IS 504)	-	300	-
7.1(Zn- IS 504)	-	300	-
7.1(Cr- IS 504)	-	300	-
7.1(Ti- IS 504)	-	300	-
11(AVERAGE THICKNESS OF BARE FOIL - IS 16011)	-	200	-
13.2(Width- IS 16011)	-	200	-
6(Freedom from defects- IS 16011)	-	500	-
18.1(marking)	-	200	-
16.2.2 ,table -7(SAMPLING)	-	200	-
16.2.1 , table -7(SAMPLING)	-	200	-
15.2(SURFACE CONDITION)	-	200	-
15.1(SURFACE CONDITION)	-	500	-
14.3 table -6(Sealing Strength (for Coated Blister Pack Foil and Pharma Laminate))	-	500	-
14.2 table -5(Peel Strength (for Pharma Laminate))	-	500	-
14.1.1(Bursting Strength)	-	500	-
14.1 table -4(Bursting Strength)	-	500	-
13.2 table 3(DIMENSIONS AND TOLERANCES)	-	200	-
13.1(DIMENSIONS AND TOLERANCES)	-	200	-
12.3(Winding)	-	200	-
12.2(Coated Blister Pack Foil)	-	500	-
12.1(Pharma Laminate)	-	500	-
11.2(AVERAGE THICKNESS OF BARE FOIL)	-	200	-
10 TABLE -2(PREFERRED THICKNESSES)	-	200	-
9(LUBRICANTS)	-	500	-
8(SUPPLY OF MATERIAL)	-	500	-
7.5(MATERIAL)	-	200	-
7.4(MATERIAL)	-	200	-
7.3(MATERIAL)	-	200	-
7.2(MATERIAL)	-	200	-
7.1(MATERIAL)	-	200	-
6(FREEDOM FROM DEFECTS)	-	500	-
5 table -1(PINHOLE COUNT)	-	200	-
15.2(SURFACE CONDITION- IS 16011)	-	500	-
15.1(SURFACE CONDITION- IS16011)	-	500	-
14.3-Tsable 6(Sealing Strength (for Pharma Laminate))	-	500	-
14.3-Tsable 6(Sealing Strength (for Coated Blister Pack Foil ))	-	500	-
14.2-Tsable 5(Peel Strength (for Pharma Laminate))	-	500	-
14.1-Tsable 4(Bursting strength for pharma laminate)	-	500	-
14.1-Tsable 4(Bursting strength for bare strip pack foil )	-	500	-
13.2(Width- IS 16011)	-	200	-
13.1(thickness of laminated products - IS 16011)	-	200	-
12.3(Winding- IS 16011)	-	200	-
12.2(Coated Blister Pack Foil- IS 16011)	-	200	-
12.1(Pharma Laminate - IS 16011)	-	200	-
9(LUBRICANTS- IS 16011)	-	500	-
7.5(Material - IS 16011)	-	500	-
7.4(Material - IS 16011)	-	500	-
7.3(Material - IS 16011)	-	500	-
7.2(Material - IS 16011)	-	500	-
7.1(Ti- IS 504)	-	300	-
7.1(Cr- IS 504)	-	300	-
7.1(Zn- IS 504)	-	300	-
7.1(Mn- IS 504)	-	300	-
7.1(Fe- IS 504)	-	300	-
7.1(Si - IS 504)	-	300	-
7.1(Mn - IS 504)	-	300	-
7.1(Cu - IS 504)	-	300	-
7.1(Al - IS 504)	-	300	-
5- Table-1(Pin hole count- IS 16011)	-	300	-
15.2(SURFACE CONDITION- IS 16011)	-	200	-
15.1(SURFACE CONDITION- IS16011)	-	200	-
14.3-Tsable 6(Sealing Strength (for Pharma Laminate))	-	500	-
14.3-Tsable 6(Sealing Strength (for Coated Blister Pack Foil ))	-	500	-
14.2-Tsable 5(Peel Strength (for Pharma Laminate))	-	500	-
14.1-Tsable 4(Bursting strength for pharma laminate)	-	500	-
14.1-Tsable 4(Bursting strength for bare strip pack foil )	-	500	-
7.2(Material - IS 16011)	-	200	-
7.3(Material - IS 16011)	-	200	-
7.4(Material - IS 16011)	-	200	-
7.5(Material - IS 16011)	-	200	-
9(LUBRICANTS- IS 16011)	-	200	-
11(AVERAGE THICKNESS OF BARE FOIL - IS 16011)	-	200	-
12.1(Pharma Laminate - IS 16011)	-	200	-
12.2(Coated Blister Pack Foil- IS 16011)	-	200	-
12.3(Winding- IS 16011)	-	200	-
13.1(thickness of laminated products - IS 16011)	-	200	-

10 Mar, 2027

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-

IS 736 (1986)

Specification for wrought aluminium and aluminium alloy plate for general engineering purposes (Third Revision)

All Type

7200 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4(Freedom from defect)	-	400	-
5(chemical composition)	-	2700	-
6.1 table 2(0.2% proof strength)	-	1000	-
6.1 table 2(tensile strength)	-	1500	-
6.1 table 2(Elongation)	-	1000	-
8(Dimensions & Tolerances)	-	600	-

10 Mar, 2027

-
-

IS 2590 (1987)

Specification for primary aluminium ingots for remelting for general engineering purposes (Second Revision)

All Type

4300 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General requirements )	-	0	-
4(Manufacture )	-	0	-
5(Grades)	-	0	-
6.1(Chemical composition )	-	3500	-
7.1(Shapes and sizes)	-	600	-
9(Marking)	-	200	-

10 Mar, 2027

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