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

136 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Exclusion

Testing Charges (Excl. Of Taxes)

Facility Type

Effective Date

Validity Date

Remark

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	-

Complete

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(SURI'ACE TUTUU AND FINISH)	-	500	-
9.3(Thermal Conductivity)	-	15000	-
15(Marking)	-	500	-

Complete

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	-

Complete

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	-

Complete

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	-

Complete

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	-

Complete

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	-

Complete

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	-

Complete

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	-

Complete

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)

Complete

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	-

Complete

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	-

Complete

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	-

Complete

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	-

Complete

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)

Complete

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	-

Complete

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	-

Complete

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	+

Complete

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	-

Complete

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	-

Complete

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	-

Complete

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	-

Complete

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	-

Complete

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)

Complete

Cl.14 (Non-destructive tests)

IS 6911 (2017)

Stainless steel plate, sheet and strip - Specification (Second Revision)

All Type

11000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 7.1 & 7.2 Table 1(Carbon -IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl. 7.1 & 7.2 Table 1(Silicon -IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl. 7.1 & 7.2 Table 1(Manganese -IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl. 7.1 & 7.2 Table 1(Nickel -IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl. 7.1 & 7.2 Table 1(Chromium -IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl. 7.1 & 7.2 Table 1(Molybdenum -IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl. 7.1 & 7.2 Table 1(Sulphur -IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl. 7.1 & 7.2 Table 1(Phosphorus -IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl. 7.1 & 7.2 Table 1(Nitrogen -IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl. 7.1 & 7.2 Table 1(Copper -IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl. 7.1 & 7.2 Table 1(Others-IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl. 7.1 & 7.2 Table 1(Titanium-IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl. 7.1 & 7.2 Table 1(Niobium-IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl.12(Corrosion Resistance- IS 10461(Part1))	-	5000	-
6(Freedom from defects , IS 6911)	-	400	-
10.1,Table 4&Table 6(Tensile Test - IS 1608(Pt -1))	-	1500	-
10.2,Table 4&Table 5(Hardness Test- IS 1500(Pt -1),IS 1501 (Pt-1),IS 1586 (Pt -1))	-	2500	-
10.3(Bend Test - IS 1599)	-	1000	-
11,Table 7(Erichsen cupping test-IS 10175)	-	1500	-
15(Surface Finish)	-	400	-
17(Dimension and tolerance)	-	300	-
10.1 Amd 2(Yeild Strength)	-	1000	-
10.1 Amd 2(0.2 Percent Proof Stress)	-	1000	-
10.1 Amd 2(Elongation)	-	1000	-
Clause 17 , Table 9 to Table 19(Dimension (Length))	-	300	-
Clause 17 , Table 9 to Table 19(Dimension (Width))	-	300	-
Clause 17 , Table 9 to Table 19(Dimension (Thickness))	-	300	-
Clause 17 , Table 9 to Table 19(Flatness)	-	1000	-
Clause 17 , Table 9 to Table 19(Camber)	-	1000	-
8(Heat Treatment)	-	1500	-
19(Marking)	-	200	-
Table 1(Alumium)	-	500	-
Table 1, Amendment 2(Zirconium)	-	500	-
Table 1, Amendment 2(Tungstun)	-	500	-
Table 1, Amendment 2(Ce)	-	500	-
Table 1, Amendment 2(Cobalt)	-	500	-
Table 1, Amendment 2(Ta)	-	500	-
12(Corrosion resistance)	-	5000	-

Complete

IS 2831 (2012)

Carbon steel cast billet ingots, billets, blooms and slabs for re-rolling into structural steel (Ordinary Quality) - Specification (Fourth Revision)

All Type

6500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 6.1, Table 1(Carbon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl. 6.1, Table 1(Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl. 6.1, Table 1(Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl. 6.1, Table 1(Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl. 6.1, Table 1(Silicon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl. 6.1, Table 1(Aluminium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl. 6.1, Table 1(Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl. 6.1, Table 1(Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl. 6.1, Table 1(Niobium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl. 6.1, Table 1(Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl. 6.1, Table 1(Titanium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
9( FREEDOM FROM DEFECTS)	-	300	-
10.1.a)( Macro examination IS 11371)	-	15000	-
10.1.b)( Sulphur print tests IS 12037)	-	15000	-
11 & 12(DIMENSIONS and Tolerances)	-	500	-
10.2(Bend)	-	1000	-
10.3(Chamber)	-	1500	-
Cl. 11, 12 Table 3(Thickness )	-	300	-
Cl. 11, 12 Table 3(Width Across Flat)	-	700	-
Clause 6.1.1(Carbon Equivalent (CE))	-	300	-
Table 1 Note 2(Nb+V+Ti)	-	300	-
13(Marking)	-	200	-
Table 1 Note 2(Nb+V+Ti)	-	300	-
Clause 6.1.1(Carbon Equivalent (CE))	-	300	-
8(Selection of Test sample)	-	0	-
Table 1 Note 2(Any Instrumental Method/Chemical Method)	-	300	-
Table 1 Note 2(Any Instrumental Method/Chemical Method)	-	300	-
Clause 6.1.1(By calculation)	-	300	-
Clause 9.3(Bend)	-	1000	-
Table 1 Note 2(Any Instrumental Method/Chemical Method)	-	300	-
Clause 6.1.1(By calculation)	-	300	-
Clause 9.4(Camber)	-	1500	-
Clause 6.1.1(IS 2831 : 2012)	-	0	-
10.3(Chamber)	-	1500	-
11(Dimensions)	-	500	-
10.2(Bend)	-	1000	-
11(Dimensions)	-	500	For BIS samples: 1.5 times of BIS testing charges (10% discount to BIS)

Complete

IS 2830 (2012)

Carbon steel cast billet ingots, billets, blooms and slabs for re-rolling into steel for general structural purposes - Specification (Third Revision)

All Type

7800 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 9(Workmanship)	-	400	-
Cl 10.1(Workmanship)	-	400	-
Cl 10.2(Workmanship)	-	1000	-
Cl 10.2(Press)	-	1000	-
Cl 10.3(Workmanship)	-	1500	-
Cl 11(Length, Width & Thickness)	-	900	-
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)	-	3003	-
6.1(Mo)	-	300	-
6.1(Ni)	-	300	-
6.1( Nitrogen%)	-	300	-
10.1 (a)(Macro-examination)	-	15000	-
10 (b)(Sulphur Print Test - IS:12037)	-	15000	-
6(carbon equivalent (CE))	-	300	-
13(Marking)	-	500	-
12(Tolrences)	-	0	-
11(Dimensions)	-	600	-
10.3(Chamber)	-	2000	-
10.2(Bend)	-	1000	-
10.1(Test)	-	0	-
6.3(Check Analysis)	-	0	-
6.2(Copper bearing quality)	-	300	-
6.1(Chemical method)	-	0	-
5(Manufacture)	-	0	-
4(Supply of material)	-	0	-
Clause 9(Freedom from Defect)	-	500	-
Clause 6, Table 1 Note : 9(S+P)	-	300	-
Clause 6, Table 1 Note : 3(Nb+V+Ti)	-	300	-
Clause 6, Table 1 Note : 1(Carbon Equivalent)	-	300	-
13(Marking)	-	500	-
12(Tolerance - IS 2830)	-	0	-
8(Selection of Test samples)	-	0	-
10 (a)(Macro Examination-IS:11371)	-	2000	-
6(Copper as Cu)	-	300	-
6(Sulphur + Phosphorus)	-	300	-
6(Micro alloying elements)	-	900	-
6(Sulphur as S- IS:228)	-	300	-
6(Manganese as Mn-IS:228)	-	300	-
6(Carbon as C - IS:228)	-	300	-
Clause 6, Table 1 Note : 3(By Calculation)	-	300	-
Clause 6, Table 1 Note : 1(By Calculation)	-	300	-
Cl 11(Length, Width & Thickness)	-	600	-
Cl 10.3(Workmanship)	-	1500	-
Cl 10.2(Press)	-	1000	-
Cl 10.2(Workmanship)	-	1500	-
Cl 10.1(Workmanship)	-	1000	-
Cl 9(Workmanship)	-	400	-
Cl 9(Workmanship)	-	400	-
Cl 10.1(Workmanship)	-	1000	-
Cl 10.2(Workmanship)	-	1500	-
Cl 10.2(Press)	-	1000	-
Cl 10.3(Workmanship)	-	1500	-
Cl 11(Length, Width & Thickness)	-	600	-
Clause 10.2(Bend)	-	1000	-
Clause 10.3(Camber)	-	1000	-
Cl. 10.1 (a)(Macro Examination)	-	2000	-
Cl. 10.2(Bend)	-	1000	-
Cl. 10.3(Camber)	-	1000	-
Cl. 11.2(Out of Squareness)	-	200	-
Cl. 10.1 (b)(Sulphur Print)	-	7500	-
Clause 6.1(IS 2830 : 2012)	-	300	-
10.1 (b)(Sulphur print)	-	7500	-
11(Width)	-	200	-
11(Thickness)	-	300	-
6.1(Nitrogen%)	-	300	-
6.1(Ni)	-	300	-
6.1(Mo)	-	300	-
6.1(Cr)	-	300	-
6.1( Ti)	-	300	-
6.1(V)	-	300	-
6.1( Nb)	-	300	-
6.1( Aluminium %)	-	300	-
6.1( Copper %)	-	300	-
6.1(Silicon %)	-	300	-
6.1(Sulphur %)	-	300	-
6.1(Phosphorus %)	-	300	-
6.1(Manganese %)	-	300	-
6.1(Carbon %)	-	300	-
6.1( Nitrogen%)	-	300	-
6.1(Ni)	-	300	-
6.1(Cr)	-	300	-
6.1( Ti)	-	300	-
6.1(V)	-	300	-
6.1( Nb)	-	300	-
6.1( Aluminium %)	-	300	-
6.1( Copper %)	-	300	-
6.1(Silicon %)	-	300	-
6.1(Sulphur %)	-	300	-
6.1(Phosphorus %)	-	300	-
6.1(Manganese %)	-	300	-
6.1(Carbon %)	-	300	-
6.1(Mo)	-	300	-
Cl 11(Length)	-	200	-
Cl 10.3(Workmanship)	-	1500	-
Cl 10.2(Press)	-	1000	-
Cl 10.2(Workmanship)	-	1000	-
Cl 10.1(Workmanship)	-	1000	-
Cl 9(Workmanship)	-	500	-
Cl 11(Length, Width & Thickness)	-	600	-
Cl 10.3(Workmanship)	-	1500	-
Cl 10.2(Press)	-	1000	-
Cl 10.1.b)(Workmanship)	-	1000	-
Cl 10.1.a)(Workmanship)	-	1000	-
Cl 9(Workmanship)	-	500	For BIS samples: 1.5 times of BIS testing charges (10% discount to BIS)

Complete

IS 9973 (1981)

Specification for visor for scooter helmets

18800 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1(Impact resistance)	-	1200	-
5.2(Penetration resistance)	-	1000	-
5.3(Flammability)	-	3500	-
5.4.1(Distortion)	-	700	-
5.4.2(Spherical&Cylindral error)	-	4400	-
5.4.3(Prismatic Error)	-	1500	-
5.4.4(Diffuse transmittance)	-	500	-
5.4.5(Light transmission)	-	500	-
5.5(Field of Vision)	-	5000	-
7.0(Mass)	-	500	-
6.1(Workmanship and Finish)	-	500	-
7.1(Mass)	-	500	-
3(Materials)	-	500	-
4(Design)	-	500	-

Complete

IS 383 (2016)

Coarse and Fine Aggregate for Concrete - Specification (Third Revision)

All Type

12150 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	500	-
5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	500	-
5.4.2(a)( Aggregates Impact Value)	-	500	-
5.4.3(a)( Aggregate Abrasion Value)	-	500	-
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	500	-
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	500	-
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	500	-
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	500	-
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	500	-
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve )	-	500	-
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	500	-
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	500	-
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	500	-
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve )	-	500	-
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve )	-	500	-
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve )	-	500	-
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve )	-	500	-
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve )	-	500	-
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve )	-	500	-
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve )	-	500	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate))	-	400	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate))	-	400	-
5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate))	-	1200	-
5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate))	-	1200	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate))	-	1500	-
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	1200	-
5.2- TABLE-2- (Note-3) IS-2386 (P-2)(Mica content (fine aggregate))	-	500	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate))	-	500	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate))	-	2250	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate))	-	500	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate ))	-	500	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate ))	-	500	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate))	-	400	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate))	-	400	-
5.7-Table-3-(III) BN EN: 1744(Water soluble chloride content (coarse aggregate))	-	1200	-
5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate))	-	1200	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate))	-	1500	-
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	1200	-
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	700	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate))	-	2250	-
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate))	-	750	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate))	-	500	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate ))	-	500	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate ))	-	500	-
7.2(Moisture Content)	-	500	-
7.2(Bulking Of Fine Aggregate)	-	500	-
7.2(Bulk Density loose)	-	50	-
7.2(Bulk Density Rodded)	-	500	-
5.2 (5.2.2, 5.2.1, 5.2.3, shale table-2 ) (Deleterious material (Clay lumps, coal & lignite, material finer than 75 micron IS sieve, Soft fragments,shale))	-	2250	-

Complete

IS 2925 (1984)

Specification for industrial safety helmets (Second Revision)

All Type

12234 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(Shell)	-	500	-
4.1(Sizes)	-	500	-
3.3(Metal Parts)	-	1500	-
5.3(Chin Strap or Nape Strap)	-	1000	-
5.4(Lamp Bracket)	-	1000	-
5.5(Cable Clip)	-	500	-
5.2(Harness)	-	1500	-
6.1(Workmanship & Finish)	-	500	-
7.1(Mass)	-	1500	-
8.1(Shock Absorption Resistance)	-	4500	-
8.2(Penetration Resistance)	-	2500	-
8.3(Flamability Resistance)	-	5500	-
8.4(Electrical Resistance)	-	4500	-
8.5(Water Absorption)	-	1500	-
8.6(Heat Resistance)	-	2000	-
5.1(Shell)	-	500	-

Complete

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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

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