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

171 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

IS 14887 (2014)

Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packaging of 50 kg food grains – Specification (first revision)

All Type

15700 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.2(Tapes – Width and Thickness ( IS 6192/IS 11197))	-	100	-
3.2(Tapes – Linear Density (IS 6192/IS 11197))	-	100	-
3.2(Tapes – Tenacity (IS 6192/IS 11197))	-	100	-
3.2(Tapes – Elongation at point of rupture (IS 6192/IS 11197))	-	1000	-
3.2(Tapes – Heat Shrinkage (HDPE) (Cl. 3.2 and IS 6192))	-	800	-
3.2(Tapes – Colour Fastness for pigmented tapes (IS 6192/IS 11197))	-	500	-
3.2(Tapes – Dimensional stability (PP) (IS 11197))	-	500	-
3.3.1(Bottom seam (IS 10789))	-	200	-
4.1 and 3.4(Mass of bale (Cl. 4.1), Capacity (Cl 3.4))	-	200	-
4.2 and Table 1 ii(Dimensions )	-	200	-
5.2 and Table 1 iii(Ends per dm )	-	100	-
5.2 and Table 1 iv(Picks per dm )	-	100	-
4.2 and Table 1 v(Mass of sack )	-	500	-
4.2 and Table 1 vi(Average breaking strength of fabric )	-	1000	-
4.2 and Table 1 vi(Breaking strength of bottom seam )	-	1000	-
4.2 and Table 1 viii(Elongation at break of fabric )	-	1000	-
4.2 and Table 1 ix(Average breaking strength and elongation at break of UV stabilized HDPE/PP fabric after been exposed to UV radiation and weathering )	-	8500	-
4.2 and Table 1 x(Ash content )	-	800	-
3.1(Material Identification)	-	3500	-
3.1(Overall Migration)	-	2500	-
3.2(Density)	-	750	-
3.2(MFI)	-	1200	-

-
-

IS 14252 (2015)

Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sack for filling sand – Specification (second revision)

All Type

15400 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(Raw Material)	-	2500	-
3.2(Tapes – Width )	-	100	-
3.2(Tapes – Linear Density )	-	750	-
3.3(Tying Cord)	-	250	-
3.4(Sack)	-	400	-
3.4.1(Seam)	-	250	-
4.1 and Table 1 i a(Dimensions Outside Length)	-	200	-
4.1 and Table 1 i b(Dimensions Outside Width)	-	200	-
4.1 and Table 1 ii(Ends per dm )	-	200	-
4.1 and Table 1 iii(Picks per dm )	-	200	-
4.2 and Table 1 iv(Mass of sack )	-	500	-
4.1 and Table 1 v a(Average breaking strength of fabric Warpway )	-	1000	-
4.1 and Table 1 v b(Average breaking strength of fabric Weftway )	-	1000	-
4.1 and Table 1 vi(Average Breaking strength of bottom seam )	-	1000	-
4.1 and Table 1 vii a(Elongation at break of fabric Lengthwise)	-	1000	-
4.1 and Table 1 vii b(Elongation at break of fabric Widthwise )	-	1000	-
4.1 and Table 1 viii(Average breaking strength and elongation at break of UV stabilized HDPE/PP fabric after been exposed to UV radiation and weathering )	-	8500	-
4.1 and Table 1 ix(Ash content )	-	800	-

-
-

IS 16208 (2015)

Textiles - High density polyethylene (HDPE)/polypropylene (PP) woven sacks for packaging 10 kg, 15 kg, 20 kg, 25 kg and 30 kg foodgrains - Specification

All TYpe

14800 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3(TYPES)	-	200	-
4.1(Raw Material)	-	2500	-
4.2(Tapes – Width IS 6192 and IS 11197)	-	200	-
4.2(Tapes – Linear Density )	-	700	-
4.2(Construction)	-	200	-
4.3(Sacks)	-	200	-
4.3.1(Bottom Seam)	-	500	-
4.3.1( The two rows of stitches shall be separated from each other)	-	200	-
4.3.1( The outer stitch)	-	200	-
4.3.1( The stitching shall be done with double fold over seam to a depth )	-	500	-
4.3.1(Stitches pass through a minimum of six layers of the fabric. )	-	500	-
4.3.1(The number of stitches/dm)	-	200	-
4.3.2(Mouth)	-	0	-
4.4 and Table 1 i(Capacity)	-	200	-
5.2 and Table 1 ii a(Dimensions Inside Length)	-	200	-
5.2 and Table 1 ii b(Dimensions Inside Width)	-	200	-
5.2 and Table 1 iii(Ends per dm )	-	200	-
5.2 and Table 1 iv(Picks per dm )	-	200	-
5.1 and Table 1 v(Mass of sack )	-	500	-
5.2 and Table 1 vi a(Average breaking strength of fabric Lengthwise )	-	1000	-
5.2 and Table 1 vi b(Average breaking strength of fabric Widthwise )	-	1000	-
5.2 and Table 1 vi(Breaking strength of bottom seam )	-	1000	-
5.2 and Table 1 viii a(Elongation at break of fabric Lengthwise)	-	1000	-
5.2 and Table 1 viii b(Elongation at break of fabric Widthwise )	-	1000	-
5.2 and Table 1 ix(Average breaking strength and elongation at break of UV stabilized HDPE/PP fabric after been exposed to UV radiation and weathering )	-	8500	-
5.2 and Table 1 x(Ash content )	-	800	-

-
-

IS 2508 (2016)

Polyethylene films and sheets - Specification (Third Revision)

All Type

15650 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1.1(Appearance)	-	200	-
5.1.2(Film Form)	-	200	-
5.1.3(Odour)	-	500	-
5.1.4(Density, Cl.5 of IS 13360(Part-3/Section-1))	-	750	-
5.1.5(Melt Flow Index. Cl 6, 7 of IS 13360(Part-4/Section-1))	-	1500	-
5.1.6a(Carbon Black Content, Annex-A)	-	1000	-
5.1.6b(Ash Content, Annex-A)	-	750	-
5.1.6c(Carbon Black Dispersion, Cl.16 of IS 2530)	-	1000	-
5.2.2(Tolerance on Thickness, Annex-A)	-	250	-
6.1, Table 1(Tensile strength at break. A) Machine Direction. IS 13360 (Part 5/Sec 1))	-	1000	-
6.1, Table 1(Tensile strength at break. B) Transverse Direction. IS 13360 (Part 5/Sec 3))	-	1000	-
6.1, Table 1(Ageing test at (70-1)c for 7 days , cl 4 IS 7016 )	-	2500	-
6.1, Table 1(Elongation at break ,A) Machine direction .IS 13360(Part-5/sec-1) )	-	1000	-
6.1, Table 1(Elongation at break ,B) Cross-machine direction..IS 13360(Part-5/sec-3) )	-	1000	-
6.1, Table 1(Dartimpact strength Method B of IS 13360 (Part-5/sec-6) )	-	800	-
6.1, Table 1(Tear resistence. A) Machine direction Annex B)	-	2000	-
6.1, Table 1(Tear resistence. B) Transverse direction )	-	2000	-
7.1. Table 2(Tensile strength at break A) Machine direction IS 13360 (Part-5/sec-1) )	-	1000	-
7.1. Table 2(Tensile strength at break,B) Crosse machine direction IS 13360 (Part-5/sec-3) )	-	1000	-
7.1. Table 2(Ageing test at (70-1)c for 7 days , cl 4 IS 7016 )	-	2500	-
7.1. Table 2(Elongation at break , A) Machine direction IS 13360 (Part-5/sec-3) IS 13360 (Part-5/sec-1) )	-	1000	-
7.1. Table 2(Elongation at break , A) Transverse direction IS 13360 (Part-5/sec-3) )	-	1000	-
7.1. Table 2(Dart impact strenght , Method A of IS 3360 (Part-5/sec-6) )	-	800	-
8.1, Table 3(Tensile properties ,A) Yield strenght . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do)	-	1000	-
8.1, Table 3(Tensile properties , B) Break strenght . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do)	-	1000	-
8.1, Table 3(Tensile properties ,C) Yield elongation . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do)	-	1000	-
8.1, Table 3(Tensile properties ,D) Break elongation . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do)	-	1000	-
8.1, Table 3(Tear resistance , Annex B)	-	2000	-
8.1, Table 3(Puncture resistance , Annex C)	-	1500	-
9.1, Table 4(Tensile properties ,A) Yield strenght . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do)	-	1000	-
9.1, Table 4(Tensile properties , B) Break strenght . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do)	-	1000	-
9.1, Table 4(Tensile properties ,C) Yield elongation . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do)	-	1000	-
9.1, Table 4(Tensile properties ,D) Break elongation . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do)	-	1000	-
9.1, Table 4(Tear resistance , Annex B)	-	2000	-
9.1, Table 4(Puncture resistance , Annex C)	-	1500	-
Clause 7.1(Table 2)(Decrease in Tensile Strength after Ageing(Transverse Direction))	-	2500	-
Clause 7.1(Table 2)(Decrease in Tensile Strength after Ageing(Machine Direction))	-	2500	-
Clause 6.1(Table 1)(Decrease in Tensile Strength after Ageing(Transverse Direction))	-	2500	-
Clause 6.1(Table 1)(Decrease in Tensile Strength after Ageing(Machine Direction))	-	2500	-
Clause 5.2.3(Tolerance on Width)	-	250	-
Cl.5.1.6(a)(Carbon Black Content)	-	1000	-
Cl.5.1.6(b)(Ash content)	-	750	-
Cl.5.1.6(c)(Dispersion of Carbon Black)	-	1000	-
5.2.1.1(Nominal Thickness)	-	250	-
5.2.1.2(Nominal width)	-	250	-

-
-

IS 12701 (1996)

Rotational moulded polyethylene water storage tanks - specification (First Revision)

All Type

18500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.2.3(Carbon Black Content )	-	1000	-
4.2.3(Carbon Dispersion Test)	-	1000	-
5(Types and Features )	-	500	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	700	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	700	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	700	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	700	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	700	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	700	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	700	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	700	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	700	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	700	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	700	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	700	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	700	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	700	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	700	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	700	-
5.3(Types and Features )	-	500	-
5.6(Types and Features )	-	500	-
6.1(Finish)	-	300	-
7.1.1(Resistance to Deformation)	-	2000	-
7.1.2(Resistance to Deformation)	-	2000	-
7.2(Resistance to Impact)	-	2000	-
7.3(Test for Top Load Resistance)	-	2000	-
7.4(Tensile Strength)	-	1500	-
7.5(Flexural Modulus)	-	1500	-
7.6(overall Migration)	-	2500	-
9.2(Man-Hole and Hand-Hole Lids)	-	700	-
9.1(Man-Hole and Hand-Hole Lids)	-	700	-
9.1(Lid Thickness)	-	700	-
7.3(Test for Top Load Resistance)	-	2000	-
5.4(Wall Thickness above effective height)	-	700	-
5.2 Table 2 (7)(Minimum Wall Thickness)	-	700	-
5.1 Table 1 (7)(Minimum Weight of Tank (Without Lid))	-	700	-
4.2.1(Density)	-	1000	-
4.2.2(MFI)	-	1500	-
7.6(overall Migration)	-	2500	-
4.1(MATERIALS)	-	10000	-
10(MARKING)	-	200	-

-
-

IS 6240 (2008)

Hot rolled steel plate (Up To 6 Mm) sheet and strip for the manufacture of low pressure liquefiable gas cylinders (Fourth Revision)

All Type

14200 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 7(UTM)	-	1500	-
Cl 8(Press)	-	1000	-
Cl 9(Strainage Embrittlement)	-	3500	-
Cl 10(Erichsen Cupping)	-	1500	-
Cl 13(Length, Width & Thickness)	-	600	-
6.1(Carbon %)	-	300	-
6.1(Manganese %)	-	300	-
6.1(Phosphorus %)	-	300	-
6.1(Sulphur %)	-	300	-
6.1(Silicon %)	-	300	-
6.1(Nitrogen%)	-	300	-
6.1( Aluminium %)	-	300	-
Cl. 13(Out of square)	-	200	-
Cl. 13(Flatness)	-	500	-
Cl. 13(Camber)	-	500	-
Cl. 13(Width)	-	200	-
Cl. 13(Thickness)	-	200	-
Cl. 12(Freedom from defects)	-	200	-
Cl. 7.2 Table 3(Elongation)	-	1000	-
Cl. 7.2 Table 3(Yield Stress)	-	1000	-
13(Length - SOP MT-23)	-	200	-
13(Mass)	-	500	-
15(Marking)	-	200	-

-
-

IS 15647 (2006)

Hot rolled steel narrow width strip for welded tubes and pipes

All Type

10600 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 8(UTM)	-	1500	-
Cl 9(Press)	-	1000	-
Cl 11(Workmanship)	-	500	-
Cl 12(Length, Width & Thickness)	-	600	-
Cl 13(Workmanship)	-	500	-
Cl. 12(Weight)	-	500	-
Cl. 12(Edge Camber)	-	750	-
Cl. 12(Thickness)	-	200	-
Cl. 8.2 Table 3(Elongation)	-	1000	-
Cl. 8.2 Table 3(Yield Stress)	-	1000	-
8(Tensile Strength-IS:1608(P1))	-	1500	-
8(Yield Strength-IS:1608(P1))	-	1000	-
8(Elongation -IS:1608(P1))	-	1000	-
8.0(Bend test IS 1599:1985)	-	1000	-
9.0(Bend Test IS 1599:1985)	-	1000	-
7(Carbon as C - IS:228)	-	300	-
7(Manganese as Mn-IS:228)	-	300	-
7(Sulphur as S- IS:228)	-	300	-
7(Phosphorus as P-IS:228)	-	300	-
7(Aluminium -IS:228)	-	300	-
7(Silicon as S-IS:228)	-	300	-
7(Nitrogen content -IS:228)	-	300	-
7(Chromium IS 8811: 1998)	-	300	-
7(Nickel IS 8811: 1998)	-	300	-
7(Boron IS 8811: 1998)	-	300	-
7(Titanium IS 8811: 1998)	-	300	-
7(Niobium IS 8811: 1998)	-	300	-
7(Vanadium IS 8811: 1998)	-	300	-
7(Copper IS 8811: 1998)	-	300	-
5.2(Molybednum Astime 1086: 2014)	-	300	-
12.0(Dimention IS 1730:1989)	-	600	-

-
-

IS 2185 : Part 3 (1984)

Concrete Masonry Units Part 3 Autoclaved Cellular Aerated Concrete Blocks

All Type

27500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8(Physical requirments)	-	0	-
8.2(Physical requirments-Dimensions-Length)	-	500	-
8.2(Physical requirments-Dimensions-Height)	-	500	-
8.2(Physical requirments-Dimensions-Width)	-	500	-
8.3(Physical requirments- Block density)	-	1000	-
8.4(Physical requirments- Compressive strength)	-	4500	-
8.5(Thermal Conductivity)	-	15000	-
8.6( Drying Shrinkage )	-	5500	-
8.4, 9.2 & 11.3(Indivisual Moisture Content)	-	1000	-
8.4, 9.2 & 11.3(Indivisual Bulk density)	-	500	-
8.4, 9.2 & 11.3 & Table 1(Indivisual Compressive strength)	-	2000	-
8.3 & 9.1(Indivisual Moisture Content)	-	1000	-
8.3 & 9.1 Table 1(Indivisual Block Density)	-	1000	-
3.2 & 8.2(Indivisual Height)	-	500	-
3.2 & 8.2(Indivisual Width)	-	500	-
3.2 & 8.2(Indivisual Length)	-	500	-
8.6, 9.4 & 11.5(Grade)	-	500	-
3.4(Special Faces)	-	500	-
3.3(Faces & Arises)	-	500	-
3.1(Shape)	-	500	-
8.1.1(General (Exposed wall construction))	-	500	-
7(SURFACE TEXTURE AND FINISH)	-	500	-
9.3(Thermal Conductivity)	-	15000	-
15(Marking)	-	500	-

-
-

IS 2185 : Part 2 (1983)

Specification for concrete masonry units: Part 2 hollow and solid lightweight concrete blocks (First Revision)

All Type

17500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.7(Moisture Movement)	-	2500	-
8.6(Drying shrinkage)	-	5500	-
8.5, Table 1(Water Absorption)	-	1000	-
8.4, Table 1(Compressive strength)	-	4500	-
8.3(Block Density)	-	1000	-
3.2.5(Thickness of Web)	-	500	-
3.2.5(Face Shell Thickness)	-	500	-
3.2(Width)	-	500	-
3.2(Height)	-	500	-
8.1(General)	-	500	-
8.2(Deimension (Length))	-	500	-
8.2(Deimension (Height))	-	500	-
8.2(Deimension (Width))	-	500	-
8.3(Block Density)	-	1000	-
8.4(Compressive Strength)	-	4500	-
8.5(Water Absorption)	-	1000	-
8.6(Drying Shrinkage)	-	5500	-
8.7(Moisture Movement)	-	3000	-

-
-

IS 2185 : Part 1 (2005)

Concrete masonry units - Specification: Part 1 hollow and solid concrete blocks (Third Revision)

All Type

18500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.1(PHYSICAL REQUIREMENTS-General)	-	1000	-
9.2 & 4.2(PHYSICAL REQUIREMENTS-Nominal Dimensions 1.Length 2.Hight 3. Width)	-	1000	-
9.2 & 4.2.3(Nominal Dimensions-variation in the length of units )	-	1000	-
9.2 & 4.2.3(Nominal Dimensions -variation in height and width of units )	-	1000	-
9.2 & 4.2.4, Table-1(Nominal Dimensions-thickness of the face shell)	-	1000	-
9.2 & 4.2.4, Table-1(Nominal Dimensions-thickness of the Web shell)	-	1000	-
9.3 & 5.1 & 5.2 Table 2(PHYSICAL REQUIREMENTS-Blocks Density - 1.Hollow (Open and Closed Cavity) Concrete Block- Grade Aor Grade B 2.Solid Concrete Block — Grade C)	-	1000	-
9.4- Table 2(PHYSICAL REQUIREMENTS - Compressive Strength 1.Minimum Average Compressive Strength of Units 2.Minimum Average Compressive Strength of Individual Unit)	-	4500	-
9.5(PHYSICAL REQUIREMENTS -Water Absorption)	-	2000	-
9.6(PHYSICAL REQUIREMENTS -Drying Shrinkage)	-	5500	-
9.7(PHYSICAL REQUIREMENTS -Moisture Movement)	-	2500	-
15(Marking)	-	500	-

-
-

IS 12894 (2002)

Pulverized fuel ash - Lime bricks - Specification

All Type

7800 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General Requirements)	-	200	-
3.2(General Requirements)	-	200	-
3.3(General Requirements)	-	200	-
3.4(General Requirements)	-	200	-
3.5(General Requirements)	-	200	-
5.1(Dimensions)	-	600	-
7.1, Table -1(Average Wet Compressive Strength)	-	1500	-
7.2(Drying Shrinkage)	-	3500	-
7.3(Efflorescence Test)	-	1000	-
7.4(Water Absorption)	-	1000	-
5.2(Tolerance)	-	200	-
9(Marking)	-	200	-

-
-

IS 12592 (2002)

Precast concrete manhole cover and frame - Specification (First Revision)

All Type

13500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3(Grade)	-	500	-
3(Type/Shape of Cover)	-	200	-
4.4(Reinforcement)	-	200	-
4.4(Reinforcement)	-	200	-
4.5(Steel Fibres - Diameter / equivalent diameterofsteel tibres)	-	200	-
4.5(Steel Fibres - The aspect ratio of the tibres)	-	1500	-
5.2 and Table 1(Dimensions of Frame - A)	-	500	-
5.2 and Table 1(Dimensions of Frame - B)	-	500	-
5.2 and Table 1(Dimensions of Frame - C)	-	500	-
5.2 and Table 1(Dimensions of Frame - D)	-	500	-
5.2 and Table 1(Dimensions of Frame - E)	-	500	-
5.2 and Table 1(Dimensions of Frame - F)	-	500	-
5.2(Dimensions of cover- Diameter)	-	500	-
5.2(Clearance at top between the frame and the cover all round the periphery)	-	500	-
5.2(Top surface ofthe frame and cover is in level)	-	500	-
5.2(Suitable taper matching with taper given for the frame shall be provided to the periphery of the cover)	-	500	-
5.2 and Fig 1(Clear cover to reinforcement)	-	500	-
5.2 and Fig 1(Distance of housing from the edge)	-	500	-
7.4.1(Edge Protection and Finishing - Frame)	-	500	-
7.4.2(Edge Protection and Finishing - Cover)	-	500	-
8(LIFTING HOOKS)	-	500	-
9.1(General)	-	500	-
9.3 and Table and Annex C(Load Test)	-	8000	-
Clause No. 5.2, Figure 1(Typical Illustration of circular precast concrete manhole cover)	-	500	-
Clause No. 9.3 Annex C(Adhesion between concrete and reinforcing steel)	-	500	-
Clause No. 9.3 Annex C(Cracks at bottom side of the cover )	-	500	-
Clause No. 9.3 Annex C(Permanent set of cover)	-	500	-
Clause No. 9.3, 12.3 & C-1.1, Table No. 2(2/3rd of Test Load)	-	8000	-
Clause No. 9.3, 12.3 & C-1.1, Table No. 2(Test Load)	-	8000	-
Clause No. 8(Lifting Device)	-	500	-
Clause No. 8(Lifting Hooks (Diameter of MS rod))	-	500	-
Clause No. 7.4.4(Compatitbilty of Seating of cover and frame)	-	500	-
Clause No. 7.4.2(Edge protection and finishing of cover (Thikness of MS sheet))	-	500	-
Clause No. 7.4.2(Edge protection and finishing of cover (Cover finish of top surface))	-	500	-
Clause No. 7.4.1(Edge protection and finishing of frame (Steel connectors))	-	500	-
Clause No. 7.4.1(Edge protection and finishing of frame (Size of mild steel flat))	-	500	-
Clause No. 6(Design)	-	0	-

-
-

IS 6603 (2001)

Stainless steel bars and flats - Specification (First Revision)

All type

16300 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Carbon -Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.)	-	300	-
Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Silicon- Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.)	-	300	-
Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Manganese- Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.)	-	300	-
Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Nickel -Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.)	-	300	-
Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Chromium- Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.)	-	300	-
Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Molybdenum- Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.)	-	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. 7.1, 7.2, 7.3 & 13.1 Table 1(Niobium- Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.)	-	300	-
Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Sulphur- Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.)	-	300	-
Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Phosphorus- Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.)	-	300	-
Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Others (Nitrogen)- Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.)	-	300	-
Cl.14.1(Corrosion Resistance- IS 10461(Part1))	-	2500	-
Cl.14.1(Corrosion Resistance- IS 10461(Part2))	-	2500	-
6(Freedom from defects:)	-	300	-
9.1, Table 3(0.2 Percent Proof Stress, MPa)	-	1000	-
9.2, Table 3(Tensile Strength, MPa)	-	1500	-
9.3, Table 3(Elongation ,Percent)	-	1000	-
9.4, Table 3(Annealed Hardness, HB-IS 1500: Pt 1)	-	1800	-
9.5, Table 3(Charpy Impact Test, J-IS 1499)	-	1500	-
12(Dimensions & Tolerances, mm-IS 6603)	-	200	-
12(Diameter, mm)	-	200	-
12(Out of Round , mm)	-	200	-
12(Length , mm)	-	200	-
12(Variation in Straightness)	-	300	-
Cl. 12 Table 9, 11 & 13 (Square Size)	-	300	-
Cl. 12 Table 11,13 & 14(Thickness of Flat)	-	200	-
Cl. 12 Table 11,13 & 14(Width of Flat)	-	200	-
Cl. 12 Table 10 & 13(Hexagonal Size)	-	200	-
Cl. 12 Table 9(Out of Square)	-	200	-
Cl. 12 Table 10(Maximum Differences in Three Measurements for Hexagons)	-	500	-
Cl. 9.3 Table 3(Bend Test)	-	700	-
9.4(Annealed Hardness)	-	1500	-
Cl 9.1/Table-3(0.2% proof stress/Yield stress)	-	1000	-
Cl 9.1/Table-3(Tensile strength)	-	1500	-
Cl 9.1/Table-3(Elongation)	-	1000	-
15(Marking)	-	200	-

-
-

IS 1489 : Part 2 (2015)

Portland - Pozzolana cement - Specification: Part 2 calcined clay based

All type

10500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	600	-
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	600	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	600	-
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	600	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	600	-
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	600	-
7 -Table 2- i(Fineness 4031 Part 2)	-	500	-
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	500	-
7 -Table 2- ii- a(Expansion after aeration - 4031 Part 3)	-	500	-
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	500	-
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	500	-
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	500	-
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	400	-
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	600	-
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	800	-
7 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional))	-	1200	-
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	1500	-

-
-

IS 2202 : Part 1 (1999)

Wooden flush door shutters (Solid Core Type) - Specification: Part 1 plywood face panels (Sixth Revision)

All type

20500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
11.15(Screw Withdrawal Strength - IS 4020 (Pt-16))	-	1000	-
11.15(Screw Withdrawal Resistance test - IS 4020 (Pt-16))	-	1000	-
11.14(Glue Adhesion Test - IS 4020(Pt-15))	-	1200	-
11.13(Knife Test - IS 4020(Pt-14))	-	1000	-
11.12(End Immersion Test - IS 4020(Pt-13))	-	1500	-
11.11(The recovery of the original size after subjecting the door to high and low humidity- IS 4020(Pt-12))	-	2000	-
11.11(Maximum departure from the general planeness - IS 4020(Pt-12))	-	2000	-
11.11(Varying Humidity Test - IS 4020(Pt-12))	-	2000	-
11.1(Misuse Test - IS 4020(Pt-11))	-	2500	-
11.9(Slamming Test - IS 4020(Pt-10))	-	1500	-
11.8(Residual deformation after 15 minutes of unloading - IS 4020(Pt-9))	-	1000	-
11.8(Initial deflection - IS 4020(Pt-9))	-	1000	-
11.8(Buckling Test - IS 4020(Pt-9))	-	1000	-
11.7(Shock Resistance Test -IS 4020(Pt-8))	-	2000	-
11.7(Shock Resistance Test -IS 4020(Pt-8))	-	2000	-
11.6(Residual lateral buckling - IS 4020(Pt-7))	-	750	-
11.6(Lateral buckling during loading - IS 4020(Pt-7))	-	750	-
11.6(Residual deflection after removal of load - IS 4020(Pt-7))	-	750	-
11.6(Deflection of the edge at maximum load - IS 4020(Pt-7))	-	750	-
11.5(Residual deflection - IS 4020(Pt-6))	-	1250	-
11.4(Depth of indentation - IS 4020(Pt-5))	-	1250	-
11.4(Impact Indentation Test - IS 4020(Pt-5))	-	1250	-
11.3(Depth of deviation - IS 4020(Pt-4))	-	400	-
11.2( Twist, cupping & wrapping - IS 4020 (Pt-3))	-	400	-
11.1( Squareness Test - IS 4020 (Pt-2))	-	300	-
11.1(Variation in thickness - IS 4020 (Pt-2))	-	200	-
11.1(Thickness - IS 4020 (Pt-2))	-	200	-
11.1(Width- IS 4020 (Pt-2))	-	200	-
11.1(Height - IS 4020 (Pt-2))	-	200	-
9.3(Workmanship & finish - IS 2202(Pt-1))	-	200	-
9.2(Workmanship & finish - IS 2202(Pt-1))	-	200	-
6.2(Plywood)	-	0	-
6.3(Cross-Band)	-	0	-
6.4(Cross-Bands)	-	0	-
6.7(Particle Board)	-	0	-
6.8(Medium Density Fibre (MDF) Board)	-	0	-

-
-

IS 1239 : Part 2 (2011)

Steel tubes, tubulars and other steel fittings - Specification: Part 2 steel pipe fittings (Fifth Revision)

All Type

12500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.1(Chemical Composition - Sulphur - Laddle Analysis IS 228)	-	300	-
7.1(Chemical Composition - Phosphorus - Laddle Analysis IS 228)	-	300	-
8.1-Table 1( DIMENSIONS OF TUBULARS-Pieces )	-	400	-
8.1-Table 1( DIMENSIONS OF TUBULARS-Pieces-Approximate Standard Length(A) )	-	400	-
8.2-Table-2( DIMENSIONS OF TUBULARS-Nipples )	-	400	-
8.2-Table-2( DIMENSIONS OF TUBULARS-Nipples-A )	-	400	-
8.2-Table-2( DIMENSIONS OF TUBULARS-Nipples-B )	-	400	-
8.2-Table-2( DIMENSIONS OF TUBULARS-Nipples-C )	-	400	-
8.3.1-Table 3(DIMENSIONS OF TUBULARS-Longscrews (Connectors))	-	400	-
8.3.1-Table 3(DIMENSIONS OF TUBULARS-Longscrews (Connectors)-A)	-	400	-
8.3.1-Table 3(DIMENSIONS OF TUBULARS-Longscrews (Connectors)-B)	-	400	-
8.3.1-Table 3(DIMENSIONS OF TUBULARS-Longscrews (Connectors)-C)	-	400	-
8.3.2(DIMENSIONS OF TUBULARS-Longscrews (Connectors))	-	400	-
8.3.2(DIMENSIONS OF TUBULARS-Longscrews (Connectors)-The face of the back nut angle)	-	400	-
8.4.1 -Table 4(Bends and springs)	-	1000	-
8.4.1 -Table 4(Bends and springs-A)	-	1000	-
8.4.1 -Table 4(Bends and springs-B)	-	1000	-
8.4.1 -Table 4(Bends and springs-R)	-	1000	-
8.4.1 -Table 4(Bends and springs-C)	-	1000	-
8.4.1 -Table 4(Bends and springs-E)	-	1000	-
8.5-Table 5( Return Bends)	-	1000	-
8.5-Table 5( Return Bends-A)	-	1000	-
8.5-Table 5( Return Bends-B)	-	1000	-
8.6 -Table 6(Sockets)	-	500	-
8.6 -Table 6(Sockets-A)	-	500	-
8.6 -Table 6(Sockets-B)	-	500	-
8.6 -Table 6(Maximum Inside Diameter of Internal Parallel Thread)	-	500	-
9(DIMENSIONS OF STEEL FITTINGS (OTHER THAN TUBULARS))	-	500	-
9.1-Table 7(Dimensions of Screwed Ends of Fittings-D )	-	500	-
9.1-Table 7(Dimensions of Screwed Ends of Fittings-E )	-	500	-
9.1-Table 7(Dimensions of Screwed Ends of Fittings-d )	-	500	-
9.1-Table 7(Dimensions of Screwed Ends of Fittings-Taper )	-	500	-
9.1-Table 8 (Dimensions of Elbows, Tees and Crosses, Equal-A)	-	500	-
9.1-Table 9 (Dimensions of Elbows Reducing-A)	-	500	-
9.1-Table 9 (Dimensions of Elbows Reducing-B)	-	500	-
9.1-Table 10 (Dimensions of Tees, Reducing (on the Branch)-A)	-	500	-
9.1-Table 10 (Dimensions of Tees, Reducing (on the Branch)-B)	-	500	-
9.1-Table 11 (Dimensions of Tees, Reducing (on the Run and Branch, or on the Run Only)-A)	-	500	-
9.1-Table 11 (Dimensions of Tees, Reducing (on the Run and Branch, or on the Run Only)-B)	-	500	-
9.1-Table 12(Dimensions of Tees (Increasing on the Branch)-A)	-	500	-
9.1-Table 12(Dimensions of Tees (Increasing on the Branch)-B)	-	500	-
9.1-Table 13( Dimensions of Crosses, Reducing-A)	-	500	-
9.1-Table 13( Dimensions of Crosses, Reducing-B)	-	500	-
9.1-Table 14( Elbows, Tees and Crosses, Side Outlet, Equal-A)	-	500	-
9.1-Table 14( Elbows, Tees and Crosses, Side Outlet, Equal-B)	-	500	-
9.1-Table 15( Dimensions of Elbows, Round, Male and Female, Equal-A)	-	500	-
9.1-Table 15( Dimensions of Elbows, Round, Male and Female, Equal-B)	-	500	-
9.1-Table 15( Dimensions of Elbows, Round, Male and Female, Equal-Minimum Bore of Male End)	-	500	-
9.1-Table 15( Dimensions of Elbows, Round, Male and Female, Equal-Maximum Bore of Male End)	-	500	-
9.1-Table 16( Dimensions of Elbows, Equal, 135°-A)	-	500	-
9.1-Table 17 (Dimensions of Y-Pieces, Female, Equal-A)	-	500	-
9.1-Table 18 (Dimensions of Socket, Reducing-A)	-	500	-
9.1-Table 19 (Dimensions of Caps-A)	-	500	-
9.1-Table 19 (Dimensions of Caps-T)	-	500	-
9.1-Table 20(Dimensions of Plug-Minimum Length of Thread for Basic Gauge)	-	500	-
9.1-Table 20(Dimensions of Plug-Minimum Length of Thread for Basic Gauge-S)	-	500	-
9.1-Table 20(Dimensions of Plug-Minimum Length of Thread for Basic Gauge-H)	-	500	-
9.1-Table 20(Dimensions of Plug-Minimum Length of Thread for Basic Gauge-D)	-	500	-
9.1-Table 20(Dimensions of Plug-Minimum Length of Thread for Basic Gauge-K)	-	500	-
9.1-Table 21 (Dimensions of Elbows, Tees and Crosses, Male, Equal-A)	-	500	-
9.1-Table 22(Dimensions of Y-Pieces and Angle Tees, Male, Equal-A )	-	500	-
9.1-Table 22(Dimensions of Y-Pieces and Angle Tees, Male, Equal-B )	-	500	-
9.1-Table 23( Dimensions of Twin Elbows and Sweep Tees, Male, Equal-A)	-	500	-
9.1-Table 23( Dimensions of Twin Elbows and Sweep Tees, Male, Equal-B)	-	500	-
9.1-Table 24(Dimensions of Socket Unions-A )	-	500	-
9.1-Table 25 (Dimensions of Pipe Unions-A)	-	500	-
9.1-Table 26 (Dimensions of Union Bends-A )	-	500	-
9.1-Table 27 (Dimensions of Hexagon Bushes-L)	-	500	-
9.1-Table 27 (Dimensions of Hexagon Bushes-T)	-	500	-
9.1-Table 27 (Dimensions of Hexagon Bushes-A)	-	500	-
9.1-Table 27 (Dimensions of Hexagon Bushes-B)	-	500	-
9.1-Table 28 (Dimensions of Nipples, Hexagon, Equal-L)	-	500	-
9.1-Table 28 (Dimensions of Nipples, Hexagon, Equal-T)	-	500	-
9.1-Table 28 (Dimensions of Nipples, Hexagon, Equal-C)	-	500	-
9.1-Table 28 (Dimensions of Nipples, Hexagon, Equal-B)	-	500	-
11.1(a)(Internal hydraulic Pressure Test)	-	2500	-
11.1(a)(Internal Air Pressure Test)	-	2500	-
14(WORKMANSHIP)	-	500	-
13 and as per IS 4736(UNIFORMITY OF ZINC COATING)	-	1500	-
13 and as per IS 4736(MASS OF ZINC COATING)	-	1500	-
Clause 13.1.3 (Adhesion Test)	-	2000	-
Clause 10(Joints )	-	1000	-
Clause 9.2.3 (Threads tolerance )	-	500	-
Clause 9.1, Table- 27(Normal Size (Internal Threads) (Dimensions of Hexagon Bushes) )	-	500	-
Clause 9.1, Table- 27(Normal Size (External Threads) (Dimensions of Hexagon Bushes) )	-	500	-
Clause 8.3.3(Parallel threads )	-	500	-
Clause 9.2.2 (Tolerance for alignment of threads )	-	500	-
14(WORKMANSHIP)	-	500	-
14(WORKMANSHIP)	-	500	-
11.2.2 (Taper Screw Plug Test)	-	500	-
11.2.1( Drift Expanding Test)	-	500	-
9.1-Table 28 (Dimensions of Nipples, Hexagon, Equal-A)	-	500	-
9.1-Table 26 (Dimensions of Union Bends-B )	-	500	-
8.4.1 -Table 4(Bends and springs-D)	-	1000	For BIS samples: 1.5 times of BIS testing charges (10% discount to BIS)

-
-

IS 6912 (2005)

Copper and copper alloys forging stock and forging - Specification (Second Revision)

All Type

6800 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. No.4(SUPPLY OF MATERIAL)	-	0	-
Cl. No.6(Freedom from defects)	-	500	-
Cl. No.7, Table no. 1("DIMENSIONS AND TOLERANCES ")	-	600	-
Cl. No.8.1, Table no.2(i)(Electrolytic tough pitch through copper)	-	5100	-
Cl. No.8.1, Table no.2(ii)(Fire refined high conductivity copper)	-	5100	-
Cl. No.8.1, Table no.2(iii)(Phosporus deoxidised arsenical copper)	-	5100	-
Cl. No.8.1, Table no.3(Chemical Composition and Mechanical Properties of Brasses)	-	5100	-
Cl.no.8.1, Table no. 4(Chemical Composition and Mechanical Properties of Bronzes)	-	5100	-
Cl.no.9(Mechanical properties)	-	1500	-
Cl.no.10(Forgability Test)	-	0	-
Cl. No. 11(Mercurous Nitrate Test (For Forgings))	-	1000	-
Cl. No.15(Marking)	-	200	-

-
-

IS 1079 (2017)

Hot rolled carbon steel sheet, plate and strip - Specification (Seventh Revision)

All type

6750 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 8(UTM)	-	1500	-
Cl 9(Press)	-	600	-
Cl 10(Die Press)	-	600	-
Cl 12(Workmanship)	-	200	-
Cl 13(Length, Width & Thickness)	-	600	-
6.1(Carbon %)	-	300	-
6.1(Manganese %)	-	300	-
6.1(Phosphorus %)	-	300	-
6.1(Sulphur %)	-	300	-
6.1(Silicon %)	-	300	-
6.1( Copper %)	-	300	-
6.1( Aluminium %)	-	300	-
6.1( Nb)	-	300	-
6.1(V)	-	300	-
6.1( Ti)	-	300	-
6.1(Cr)	-	300	-
6.1(Mo)	-	300	-
6.1(Ni)	-	300	-
6.1( Nitrogen%)	-	300	-
6.1(Microalloying)	-	1500	-
Cl.13(Out of square)	-	300	-
Cl.13(Flatness)	-	500	-
Cl.13(Camber)	-	500	-
Cl.13(Width)	-	200	-
Cl.13(Thickness)	-	200	-
Cl. 8.3, Cl. 8.3.1 Table 5 and Table 6(Percentage Elongation After Fracture at 5.65√A Gauge length)	-	1000	-
Cl. 8.3, Cl. 8.3.1 Table 5 and Table 6(Percentage Elongation After Fracture at 80 mm Gauge length)	-	1000	-
Cl. 8.3, Cl. 8.3.1 Table 5 and Table 6(Percentage Elongation After Fracture at 50 mm Gauge length)	-	1000	-
Cl. 8.3, Cl. 8.3.1 Table 6(0.2% Proof Stress/Yield Stress)	-	1000	-
14(Calculation of weight)	-	300	-
8, Table 5 & 6(Tensile Strength)	-	1500	-
Clause 13(Length)	-	200	-

-
-

IS 1285 (2002)

Wrought aluminium and aluminium alloys - Extruded round tube and hollow sections for general engineering purposes - Specification (Third Revision)

All Type

5500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5/5.1(FREEDOM FROM DEFECTS)	-	200	-
5/5.2(FREEDOM FROM DEFECTS)	-	200	-
6(Cl. 6 CONDITIONS OF SUPPLY)	-	200	-
7/a) Extruded round tube IS 2673(DIMENSIONS AND TOLERANCE-Extruded round tube - outside Dia or Inside Dia)	-	200	-
7 of IS 1285 /a) Extruded round tube IS 2673(DIMENSIONS AND TOLERANCE-Extruded round tube - outside Dia or Inside Dia)	-	200	-
7 of IS 1285 /a) Extruded round tube IS 2673(DIMENSIONS AND TOLERANCE-Extruded round tube - Wall thickness)	-	200	-
7 of IS 1285 /a) Extruded round tube IS 2673(DIMENSIONS AND TOLERANCE-Extruded round tube - Allowable Deviation of Mean Diameter from Specified Diameter (Size Tolerance))	-	200	-
7 of IS 1285 /a) Extruded round tube IS 2673(DIMENSIONS AND TOLERANCE-Extruded round tube - Allowabte Deviation of Diameter at Any Point from Specified Diameter (Ovality Tolcrance))	-	200	-
7 of IS 1285 /a) Extruded round tube IS 2673(DIMENSIONS AND TOLERANCE-Extruded round tube -Straightness)	-	200	-
7 of IS 1285 /a) Extruded round tube IS 2673(DIMENSIONS AND TOLERANCE-Extruded round tube -Length)	-	200	-
7 of IS 1285 / b) Extruded hollow sections IS 6477(DIMENSIONS AND TOLERANCE-Extruded hollow sections -SPECIFIED WIDTH or WIDTH ACROSS FLATS)	-	200	-
7 of IS 1285 / b) Extruded hollow sections IS 6477(DIMENSIONS AND TOLERANCE-Extruded hollow sections - Specified WIDTH or WIDTH ACROSS FLATS)	-	200	-
7 of IS 1285 / b) Extruded hollow sections IS 6477(DIMENSIONS AND TOLERANCE-Extruded hollow sections - Specified WIDTH or WIDTH ACROSS FLATS)	-	200	-
7 of IS 1285 / b) Extruded hollow sections IS 6477(DIMENSIONS AND TOLERANCE-Extruded hollow sections -SPECIFIED Wall thickness)	-	200	-
7 of IS 1285 / b) Extruded hollow sections IS 6477(DIMENSIONS AND TOLERANCE-Extruded hollow sections - Lengths)	-	200	-
7 of IS 1285 / b) Extruded hollow sections IS 6477(DIMENSIONS AND TOLERANCE-Extruded hollow sections -Straightness)	-	200	-
7 of IS 1285 / b) Extruded hollow sections IS 6477(DIMENSIONS AND TOLERANCE-Extruded hollow sections -Straightness)	-	200	-
7 of IS 1285 / b) Extruded hollow sections IS 6477(DIMENSIONS AND TOLERANCE-Extruded hollow sections -Flatness)	-	200	-
7 of IS 1285 / b) Extruded hollow sections IS 6477(DIMENSIONS AND TOLERANCE-Extruded hollow sections -Twist)	-	200	-
7 of IS 1285 / b) Extruded hollow sections IS 6477(DIMENSIONS AND TOLERANCE-Extruded hollow sections -Twist)	-	200	-
7 of IS 1285 / b) Extruded hollow sections IS 6477(Extruded hollow sections -Twist -Permissible Twist in Total Length of piece- degrees)	-	200	-
7 of IS 1285 / b) Extruded hollow sections IS 6477(Extruded hollow sections -Twist -Permissible Twist in Total Length of piece- At extremetiy)	-	200	-
7 of IS 1285 / b) Extruded hollow sections IS 6477(Extruded hollow sections -Twist -Permissible Twist, Maximum allowable in Total Length- degrees)	-	200	-
7 of IS 1285 / b) Extruded hollow sections IS 6477(Extruded hollow sections -Twist -Permissible Twist Maximum allowable in Total Length- At extremetiy)	-	200	-
7 of IS 1285 / b) Extruded hollow sections IS 6477("Extruded hollow sections -Twist -ALLOWABLE DEVIATION FROM SPECIFIED ANGLE, DEGREES")	-	200	-
9(Mechanical Comp[osition -IS 1285)	-	1900	-
8(Chemical Composition - IS 1285)	-	2700	-
As per Clause 8 Table !(Aluminium)	-	300	-
As per Clause 8 Table !(Copper)	-	300	-
As per Clause 8 Table !(Magnesium)	-	300	-
As per Clause 8 Table !(Silicon)	-	300	-
As per Clause 8 Table !(Iron)	-	300	-
As per Clause 8 Table !(Manganese)	-	300	-
As per Clause 8 Table !(Zinc)	-	300	-
As per Clause 8 Table !(Titanium)	-	300	-
As per Clause 8 Table !(Chromium)	-	300	-
12(Marking)	-	200	-

-
-

IS 2547 : Part 1 (1976)

Specification for gypsum building plaster: Part 1 excluding premixed lightweight plasters

All Type

7900 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 4.1, Table-1(Beta hemihydrate, SO3)	-	500	-
Clause 4.1, Table-1(Beta hemihydrate, CaO)	-	500	-
Clause 4.1, Table-1(Beta hemihydrate, Soluble magnesium salts as MgO)	-	500500	-
Clause 4.1, Table-1(Beta hemihydrate, Soluble sodium salts as Na2O)	-	500	-
Clause 4.1, Table-1(Beta hemihydrate,. Loss of ignition)	-	400	-
Clause 4.1, Table-1(Retarded Hemihydrate Gypsum Plaster, SO3)	-	500	-
Clause 4.1, Table-1(Retarded Hemihydrate Gypsum Plaster, CaO)	-	500	-
Clause 4.1, Table-1(Retarded Hemihydrate Gypsum Plaster, Soluble magnesium salts as MgO)	-	500	-
Clause 4.1, Table-1(Retarded Hemihydrate Gypsum Plaster, Soluble sodium salts as Na2O)	-	500	-
Clause 4.1, Table-1(Retarded Hemihydrate Gypsum Plaster, Loss of ignition)	-	400	-
Clause 4.1, Table-1(Retarded Hemihydrate Gypsum Plaster, Free lime)	-	750	-
Clause 4.1, Table-1(Anhydrous Gypsum plaster,. SO3)	-	500	-
Clause 4.1, Table-1(Anhydrous Gypsum plaster,. CaO)	-	500	-
Clause 4.1, Table-1(Anhydrous Gypsum plaster,. Soluble magnesium salts as MgO)	-	500	-
Clause 4.1, Table-1(Anhydrous Gypsum plaster,. Soluble sodium salts as Na2O)	-	500	-
Clause 4.1, Table-1(Anhydrous Gypsum plaster,. Loss on ignition)	-	400	-
Clause 4.1, Table-1(Keene's Plaster, SO3)	-	500	-
Clause 4.1, Table-1(Keene's Plaster, CaO)	-	500	-
Clause 4.1, Table-1(Keene's Plaster, Soluble magnesium salts as MgO)	-	500	-
Clause 4.1, Table-1(Keene's Plaster, Soluble sodium salts as Na2O)	-	500	-
Clause 4.1, Table-1(Keene's Plaster, Loss of ignition)	-	400	-
Cl 5.2, Table 2(Plaster Sand Mixture & Neat Plaster)	-	1000	-
Cl 5.2, Table 3(Transverse Strength)	-	1000	-
Cl 5.2, Table 4(Soundness)	-	700	-
Cl 5.2, Table 5(Mechanical Resistance Of Set Neat Plaster )	-	1000	-
Cl 5.2, Table 6(Residue On 1.18 mm IS Sieve Precent)	-	500	-
Cl 5.2, Table 7(Expansion On Setting %Max)	-	800	-
Cl 5.2, Table 7(Expansion On Setting %Max)	-	800	-
Cl 5.2, Table 6(Residue On 1.18 mm IS Sieve Precent)	-	500	-
Cl 5.2, Table 5(Mechanical Resistance Of Set Neat Plaster )	-	1000	-
Cl 5.2, Table 4(Soundness)	-	700	-
Cl 5.2, Table 3(Transverse Strength)	-	1000	-
Cl 5.2, Table 2(Plaster Sand Mixture & Neat Plaster)	-	1000	-

-
-

IS 3087 (2005)

Practicle boards of wood and other lingnocellulosic materials (medium density) for general purposes -Specification

All Type

21000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
1 (i) Table 1(Density Variation (Flat Pressed Single Layer))	-	500	-
1 (i) Table 1(Density Variation (Flat Pressed Three Layer grade 1))	-	500	-
1 (i) Table 1(Density Variation (Flat Pressed Three Layer grade 2))	-	500	-
1 (i) Table 1(Density Variation (Extrusion Pressed Solids) XPS)	-	500	-
1 (i) Table 1(Density Variation (Extrusion Pressed Tubular) XPS)	-	500	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Single Layer))	-	400	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Three Layer grade 1))	-	400	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Three Layer grade 2))	-	400	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Extrusion Pressed Solids) XPS)	-	400	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Extrusion Pressed Tubular) XPS)	-	400	-
1 (ii) Table 1 (b)(Water absorption, 24h soacking (Flat Pressed Single Layer))	-	400	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Flat Pressed Three Layer grade 1))	-	400	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Flat Pressed Three Layer grade 2))	-	400	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Extrusion Pressed Solids) XPS)	-	400	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Extrusion Pressed Tubular) XPS)	-	400	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Single Layer))	-	500	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Three Layer grade 1))	-	500	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Three Layer grade 2))	-	500	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Extrusion Pressed Solids) XPS)	-	500	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Extrusion Pressed Tubular) XPS)	-	500	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Single Layer))	-	500	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Three Layer grade 1))	-	500	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Three Layer grade 2))	-	500	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Extrusion Pressed Solids) XPS)	-	500	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Extrusion Pressed Tubular) XPS)	-	500	-
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Single Layer))	-	500	-
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Three Layer grade 1))	-	500	-
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Three Layer grade 2))	-	500	-
1 (iv) Table 1(Thickness swelling, Width (Extrusion Pressed Solids) XPS)	-	500	-
1 (iv) Table 1(Thickness swelling, Width (Extrusion Pressed Tubular) XPS)	-	500	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Single Layer))	-	1000	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Three Layer grade 1))	-	1000	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Three Layer grade 2))	-	1000	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Extrusion Pressed Solids) XPS)	-	1000	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Extrusion Pressed Tubular) XPS)	-	1000	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Single Layer))	-	600	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Three Layer grade 1))	-	600	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Three Layer grade 2))	-	600	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Extrusion Pressed Solids) XPS)	-	600	-
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Extrusion Pressed Tubular) XPT)	-	600	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Single Layer))	-	600	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Three Layer grade 1))	-	600	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Three Layer grade 2))	-	600	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Extrusion Pressed Solids) XPS)	-	600	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Extrusion Pressed Tubular) XPT)	-	600	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Flat Pressed Single Layer))	-	750	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface,Upto 20mm thickness (Flat Pressed Three Layer grade 1))	-	750	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Flat Pressed Three Layer grade 2))	-	750	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Extrusion Pressed Solids) XPS)	-	750	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Extrusion Pressed Tubular) XPT)	-	750	-
7(Finish)	-	400	-
8.3(Dimensional Tolerances)	-	1350	-
9.2, 11.4(Moisture content)	-	400	-
11.10(screw withdrawal strength)	-	500	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Extrusion Pressed Tubular) XPT)	-	750	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Extrusion Pressed Tubular) XPT)	-	750	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Extrusion Pressed Solids) XPS)	-	750	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Flat Pressed Three Layer grade 2))	-	750	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface,Above 20mm thickness (Flat Pressed Three Layer grade 1))	-	750	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Flat Pressed Single Layer))	-	750	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Extrusion Pressed Tubular) XPT)	-	750	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Extrusion Pressed Solids) XPS)	-	750	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Flat Pressed Three Layer grade 2))	-	750	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface,Upto 20mm thickness (Flat Pressed Three Layer grade 1))	-	750	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Flat Pressed Single Layer))	-	750	-
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Extrusion Pressed Tubular) XPT)	-	600	-
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Extrusion Pressed Solids) XPS)	-	600	-
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Three Layer grade 2))	-	600	-
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Three Layer grade 1))	-	600	-
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Single Layer))	-	600	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Extrusion Pressed Tubular) XPT)	-	600	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Extrusion Pressed Solids) XPS)	-	600	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Three Layer grade 2))	-	600	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Three Layer grade 1))	-	600	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Single Layer))	-	600	-
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Extrusion Pressed Tubular) XPT)	-	600	-
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Extrusion Pressed Solids) XPS)	-	600	-
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Three Layer grade 2))	-	600	-
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Three Layer grade 1))	-	600	-
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Single Layer))	-	600	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Extrusion Pressed Tubular) XPS)	-	600	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Extrusion Pressed Solids) XPS)	-	600	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Three Layer grade 2))	-	600	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Three Layer grade 1))	-	600	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Extrusion Pressed Tubular) XPS)	-	500	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Extrusion Pressed Solids) XPS)	-	500	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Three Layer grade 2))	-	500	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Three Layer grade 1))	-	500	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Single Layer))	-	500	-
1 (iv) Table 1(Thickness swelling, Width (Extrusion Pressed Tubular) XPS)	-	500	-
1 (iv) Table 1(Thickness swelling, Width (Extrusion Pressed Solids) XPS)	-	500	-
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Three Layer grade 2))	-	500	-
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Three Layer grade 1))	-	500	-
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Single Layer))	-	500	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Extrusion Pressed Tubular) XPS)	-	500	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Extrusion Pressed Solids) XPS)	-	500	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Three Layer grade 2))	-	500	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Three Layer grade 1))	-	500	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Single Layer))	-	500	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Extrusion Pressed Tubular) XPS)	-	500	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Extrusion Pressed Solids) XPS)	-	500	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Three Layer grade 2))	-	500	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Three Layer grade 1))	-	500	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Single Layer))	-	500	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Extrusion Pressed Tubular) XPS)	-	400	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Single Layer))	-	600	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Extrusion Pressed Solids) XPS)	-	400	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Flat Pressed Three Layer grade 2))	-	400	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Flat Pressed Three Layer grade 1))	-	400	-
1 (ii) Table 1 (b)(Water absorption, 24h soacking (Flat Pressed Single Layer))	-	400	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Extrusion Pressed Tubular) XPS)	-	400	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Extrusion Pressed Solids) XPS)	-	400	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Three Layer grade 2))	-	400	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Three Layer grade 1))	-	400	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Single Layer))	-	400	-
1 (i) Table 1(Density Variation (Extrusion Pressed Tubular) XPS)	-	500	-
1 (i) Table 1(Density Variation (Extrusion Pressed Solids) XPS)	-	500	-
1 (i) Table 1(Density Variation (Flat Pressed Three Layer grade 2))	-	500	-
1 (i) Table 1(Density Variation (Flat Pressed Three Layer grade 1))	-	500	-
1 (i) Table 1(Density Variation (Flat Pressed Single Layer))	-	500	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Extrusion Pressed Solids) XPS)	-	750	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Flat Pressed Three Layer grade 2))	-	750	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface,Above 20mm thickness (Flat Pressed Three Layer grade 1))	-	750	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Flat Pressed Single Layer))	-	750	-
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Extrusion Pressed Tubular) XPT)	-	600	-
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Extrusion Pressed Solids) XPS)	-	600	-
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Three Layer grade 2))	-	600	-
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Three Layer grade 1))	-	600	-
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Single Layer))	-	600	-
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Extrusion Pressed Solids) XPS)	-	600	-
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Three Layer grade 2))	-	600	-
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Three Layer grade 1))	-	600	-
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Single Layer))	-	600	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Extrusion Pressed Tubular) XPS)	-	600	For BIS samples: 1.5 times of BIS testing charges (10% discount to BIS)

-
-

IS 14811 (2000)

Rolled copper plate, sheet, strip and foils for general engineering purposes - Specification

All Type

9150 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.12(Calculation of mass)	-	350	-
Cl.11 Table-4(Preferred Inside Diameter)	-	200	-
Cl.11(Dimensions and tolerances)	-	200	-
Cl.10(Hydrogen embrittlement test)	-	0	-
Cl.9 table-3(Cupping test, erichsen value)	-	1500	-
Cl.8.3 Table-2(Longitudinal Bend Test Angle, radius)	-	500	-
Cl.8.3 Table-2(Transverse Bend Test Angle, radius)	-	500	-
Cl.8.3(Bend test)	-	500	-
Cl.8.1 Table-1(Hardness)	-	1500	-
Cl.8.1 Table-1(Elongation percent)	-	1000	-
Cl.8.1 Table-1(Tensile strength Mpa)	-	1000	-
Cl.7(Chemical composition)	-	5500	-
Cl.6(Freedom from defects)	-	200	-
Cl.6(Freedom from defects)	-	500	-
Cl.7(Chemical composition)	-	5500	-
Cl.8(Mechnical properties)	-	0	-
Cl.8.1 Table-1(Tensile strength Mpa)	-	1000	-
Cl.8.1 Table-1(Elongation percent)	-	1000	-
Cl.8.1 Table-1(Hardness)	-	1500	-
Cl.8.3(Bend test)	-	500	-
Cl.8.3 Table-2(Transverse Bend Test Angle, radius)	-	500	-
Cl.8.3 Table-2(Longitudinal Bend Test Angle, radius)	-	500	-
Cl.9 table-3(Cupping test, erichsen value)	-	1500	-
Cl.10(Hydrogen embrittlement test)	-	0	-
Cl.11(Dimensions and tolerances)	-	200	-
Cl.11 Table-4(Preferred Inside Diameter)	-	200	-
Cl.12(Calculation of mass)	-	350	-
Cl.8(Mechnical properties)	-	0	-

-
Exclusion: Cl.10 (Hydrogen Embrittlement)

IS 13801 (2013)

Chequered Cement Concrete Tiles -

All Type

7200 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
(Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.)	-	1300	-
Cl 12.1(Concavity & Convexity )	-	1000	-
Cl 12.2(Longest gap between the arms of the square and the edge of the title shall not exceed 2 percent of the length.)	-	1000	-
Cl 12.3(Shall not exceed 1 percent of the length of the edge.)	-	1200	-
Cl 12.4(Water absorption)	-	600	-
Cl 12.5(Wet transverse strength)	-	1500	-
Cl 12.6(Resistance to wear)	-	1500	-
Cl 11(Finish)	-	500	-
8.3(Thickness of wearing layer)	-	500	-

-
-

IS 12823 (2015)

Prelaminated Particle Boards from Wood and other Lignocellulosic Material - Specification ( First Revision )

All Type

14650 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 4(Grades & Types)	-	200	-
Cl 6(Manufacture)	-	200	-
Cl 7(Finish)	-	400	-
Cl 8(Dimensions & Tolerances)	-	1250	-
Cl 10.2(Test For Density)	-	500	-
Cl 10.3(Test For Moisture Content)	-	500	-
Cl 10.4(For Water AbsorptionTest )	-	750	-
Cl 10.5(For Swelling in water Test )	-	750	-
Cl 10.6(Tesr For Modulus Of Elasticity & Mudulus Of Rupture)	-	1500	-
Cl 10.7(For Determination of Tensile Strength Perpendicular to Surface)	-	1000	-
Cl 10.8(For Determination of Tensile Strength Perpendicular to Surface After Ageing Test)	-	1000	-
Cl 10.9(Test For Screw Withdrawal Strength)	-	1000	-
Cl 10.10 & Annex C( Test For Abrasion Resistance)	-	1000	-
Cl 10.11 & Annex D( Test For Resistance to Steam)	-	1000	-
Cl 10.12 & Annex E( Test For Crack Resistance)	-	1200	-
Cl 10.14 & Annex G( Test For Resistance to Stain)	-	1200	-
Cl 10.15(Test for Formaldehyde Content/Emission)	-	12000	+

-
-

IS 6528 (1995)

Stainless steel wire - Specification (First Revision)

All Type

11500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Table 7(Workmanship)	-	3500	-
Cl 6(Workmanship)	-	300	-
Cl 9.1 & Table 3(Diameter & Out Of Round)	-	400	-
Cl 10(UTM)	-	3500	-
10.2(Reverse bend test-IS 1716)	-	800	-
10.3(Torsion test- IS 1717)	-	1500	-
10.4(Wrapping test-IS 1755)	-	1500	-
15(Corrosion Resistance - IS:10461)	-	4500	-
Table-1,( Clauses 7.1, 7.2, 7.3 and 12.1)(Carbon)	-	300	-
Table-1,( Clauses 7.1, 7.2, 7.3 and 12.1)(Sulphor)	-	300	-
Table-1,( Clauses 7.1, 7.2, 7.3 and 12.1)(Phosphorous)	-	300	-
Table-1,( Clauses 7.1, 7.2, 7.3 and 12.1)(Manganese)	-	300	-
Table-1,( Clauses 7.1, 7.2, 7.3 and 12.1)(Silicon)	-	300	-
Table-1,( Clauses 7.1, 7.2, 7.3 and 12.1)(Aluminium)	-	300	-
Table-1,( Clauses 7.1, 7.2, 7.3 and 12.1)(Chromium)	-	300	-
Table-1,( Clauses 7.1, 7.2, 7.3 and 12.1)(Nickel)	-	300	-
Table-1,( Clauses 7.1, 7.2, 7.3 and 12.1)(Molybdenum)	-	300	-
Table-1,( Clauses 7.1, 7.2, 7.3 and 12.1)(Copper)	-	300	-
Table-1,( Clauses 7.1, 7.2, 7.3 and 12.1)(Boron)	-	300	-
Table-1,( Clauses 7.1, 7.2, 7.3 and 12.1)(Vanadium)	-	300	-
Table-1,( Clauses 7.1, 7.2, 7.3 and 12.1)(Titanium)	-	300	-
Table-1,( Clauses 7.1, 7.2, 7.3 and 12.1)(Nitrogen)	-	300	-

-
-

IS 4270 (2001)

Steel tubes used for water wells specification (Third Revision)

All Type

16750 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 6(Tensile Test & Flattening Test)	-	3200	-
Cl 7(Outer Diameter, Thickness, Mass & Straightness)	-	600	-
Cl 9(Pipe ends, Angle of bevel & Root Face )	-	2500	-
Cl 10(Outer Diameter & Overall Length)	-	400	-
Cl 12(Bituminous Coating & Galvanizing )	-	1500	-
Cl 14(Workmanship)	-	500	-
5.2(phosphorus)	-	300	-
5.2(sulphur)	-	300	-
11.0(Alignment test IS 4270: 2001)	-	2000	-

-
-

IS 17546 (2021)

Chlorinated polyvinyl chloride CPVC fittings for potable hot and cold water distribution supplies Specification

All Type

120000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(Nominal Size(DN))	-	200	-
3.2(Nominal Outside Diameter)	-	200	-
3.3(Mean Inside Diameter of Socket at Entry)	-	200	-
3.4(Mean Inside Diameter of Socket at Shoulder (Bottom))	-	200	-
3.4(Mean Inside Diameter of Socket at Shoulder (Bottom))	-	200	-
3.5(Out-of-Roundness (Ovality))	-	200	-
3.6(Nominal Wall Thickness)	-	200	-
3.7(Minimum Wall Thickness)	-	200	-
3.8(Tolerance)	-	200	-
3.9(Working Pressure)	-	0	-
3.1(Standard Dimension Ratio)	-	500	-
3.11(Type Tests)	-	15000	-
3.11(Acceptance Tests)	-	3500	-
7(Dimensions of fitting)	-	600	-
8.2(Opacity)	-	1000	-
8.1(Visual Appearance)	-	500	-
8.3(Stress Relief Test)	-	2000	-
8.4(Vicat softening Temperature)	-	1500	-
8.5(Density)	-	1000	-
8.6(Effect on water)	-	7500	-
9(Mechanical Properties)	-	85000	-
11(Marking)	-	400	-
6(Composition)	-	18000	-

-
-

IS 3589 (2001)

Steel pipes for water and sewage (168.3 To 2540 Mm Outside Diameter) - Specification (Third Revision)

All Type

8400 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.1 Table 2 Table 3(Carbon Content IS 228)	-	300	-
8.1 Table 2 Table 3(Carbon Content IS 228)	-	300	-
8.1 Table 2 Table 3(Manganese Content IS 228)	-	300	-
8.1 Table 2 Table 3(Manganese Content IS 228)	-	300	-
8.1 Table 2 Table 3(Phosphorus Content IS 228)	-	300	-
8.1 Table 2 Table 3(Sulphur Content IS 228)	-	300	-
9.3(Guided bend test(For SAW Pipes))	-	500	-
10(Hydaulic pressure test)	-	1500	-
11.1, Table 5.(Outside Diameter (OD))	-	500	-
11.1, Table 5.(Thickness)	-	500	-
11.1, Table 5.(Mass)	-	400	-
12.3.3(Ovality)	-	500	-
12.5(Strightness)	-	500	-
14.1(Visual inspection, Appearance and Workmanship)	-	500	-
14.2(Visual inspection, Appearance and Workmanship)	-	500	-
14.3(Visual inspection, Appearance and Workmanship)	-	500	-
14.4(Visual inspection, Appearance and Workmanship-Dent Depth(below 610 mm OD))	-	500	-
14.4(Visual inspection, Appearance and Workmanship-Dent Depth(Above 610 mm OD))	-	500	-
14.4(Visual inspection, Appearance and Workmanship-Dent Length)	-	500	-
14.4(Visual inspection, Appearance and Workmanship-Dent Length)	-	500	-
8.1(CE)	-	300	-
9.3(Guided Bend Test (for SAW Pipes))	-	500	-
9.2.3(Flattening Test for seamless pipes)	-	500	-
9.2.1(Flattening test for ERW pipes )	-	500	-
9.1(Tensile test-Yield Strength)	-	1000	-
9.1(Tensile test-Strength)	-	1000	-
9.1(Tensile test- Elongation)	-	1000	-
18(Marking)	-	200	-

-
-

IS 3564 (1995)

Hydraulically Regulated Door Closers -Specification

All Type

9050 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
11(Marking)	-	200	-
12(Packing)	-	200	-
13(Accessories)	-	500	-
6(Nominal Sizes)	-	500	-
8(Essential Requirements)	-	450	-
9(Finish)	-	500	-
10Annex B(Test)	-	500	-
B-1.2(a) Visual Inspection)	-	500	-
B-1.3(b) Surface)	-	500	-
B-1.4(c) Performance Requirements)	-	500	-
B-1.5(d) Endurance Test)	-	2000	-
Clause 7 (Table 2 - xvii)(Material for Top lid)	-	400	-
Clause 7 (Table 2 - xvi)(Material for Pawl)	-	400	-
Clause 7 (Table 2 - xv)(Material for Top nut)	-	400	-
Clause 7 (Table 2 - xiv)(Material for Main arm bolt)	-	400	-
Clause 7 (Table 2 - xiii)(Material for Internal bearing and gland )	-	400	-
Clause 7 (Table 2 - xii)(Material for Material for Eccentric shaft )	-	400	-
Clause 7 (Table 2 - xi)(Material for Concentric ratchet ( For bottle type ) )	-	400	-
Clause 7 (Table 2 - x)(Material for Clamp)	-	400	-
Clause 7 (Table 2 - ix)(Material for Main arm )	-	400	-
Clause 7 (Table 2 - viii)(Material for Adjusting arm)	-	400	-
Clause 7 (Table 2 - vii)(Material for All weather resistant homogeneous high viscosity hydraulic)	-	400	-
Clause 7 (Table 2 - vi)(Material for Control valve screw)	-	400	-
Clause 7 (Table 2 - v)(Material for Material for Packing/washers)	-	400	-
Clause 7 (Table 2 - iv)(Material for Piston or Rack-piston/pinion)	-	400	-
Clause 7 (Table 2 - iii)(Material for Nuts)	-	400	-
Clause 7 (Table 2 - ii)(Material for Torsion spring helical spring)	-	400	-

-
-

IS 3444 (1999)

Corrosion resistant high alloy steel and nickel base castings for general applications - Specification (Third Revision)

All Type

9950 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
14.4(Microstructure)	-	750	-
10(FREEDOM FROM DEFECTS)	-	750	-
9(WORKMANSHIP AND FINISH)	-	750	-
8, Table 1.(CHEMICAL COMPOSITION)	-	4200	-
Cl.10.1(All castings shall be free from defects)	-	500	-
Cl.13.2(Tensiie Test)	-	1500	-
Cl.13.2(Elongation)	-	1000	-
Cl. 13.3(Hardness Test)	-	1500	-
17(Marking)	-	200	-
11(Fetling and Dressing)	-	1500	-
12(Heat Treatment)	-	1500	-
Cl.14(NON-DESTRUCTIVE TESTS)	-	500	-
8.4(Residual elements)	-	1500	-
13(MECHANICAL TESTS)	-	0	-
15(Repair of casting)	-	0	-
11(Fettling and dressing)	-	0	-
8.3(Product Analysis)	-	0	For BIS samples: 1.5 times of BIS testing charges (10% discount to BIS)

-
Exclusion: Cl.14 (Non-destructive tests)

First
Prev
2
3
4
5
Next
Last

Bureau of Indian Standards

The National Standards Body of India

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