BIS - LIMS (Laboratory Information Management System)

Delta Testing & Research Laboratories

Plot No. C-5, Block-C, Main Kanjhawala Road, Rajiv Nagar, New Delhi, North West, Delhi, 110086

9910596777 dtrlinfo@gmail.com

Scope List

Reset

96 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 3589 (2001)

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

All Grade

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.1 Table 2 Table 3(Carbon Content IS 228)	-	500	-
8.1 Table 2 Table 3(Manganese Content IS 228)	-	500	-
8.1 Table 2 Table 3(Phosphorus Content IS 228)	-	500	-
8.1 Table 2 Table 3(Sulphur Content IS 228)	-	500	-
9.3(Guided bend test(For SAW Pipes))	-	500	-
10(Hydaulic pressure test)	-	500	-
11.1, Table 5.(Outside Diameter (OD))	-	500	-
11.1, Table 5.(Thickness)	-	500	-
11.1, Table 5.(Mass)	-	500	-
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 Length)	-	500	-
8.1(CE)	-	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)	-	500	-
9.1(Tensile test-Strength)	-	500	-
9.1(Tensile test- Elongation)	-	500	-

Complete

31 Aug, 2023

IS 3564 (1995)

Hydraulically Regulated Door Closers -Specification

All Grade

12500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
10Annex B(Test)	-	1000	-
B-1.2(a) Visual Inspection)	-	1000	-
B-1.3(b) Surface)	-	1000	-
B-1.4(c) Performance Requirements)	-	1000	-
B-1.5(d) Endurance Test)	-	8500	-

Complete

31 Aug, 2023

IS 3502 (2009)

Steel chequered plates (Third Revision)

All Grade

7500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 5(Workmanship)	-	500	-
Cl 6(Workmanship)	-	500	-
Cl 8(UTM)	-	500	-
Cl 9(Press)	-	500	-
Cl 10(Length, Width, Thickness & Chequered Height)	-	500	-
Cl.8(Elongation)	-	500	-
Cl.8(Yield Stress)	-	500	-
Cl 10(Length, Width, Thickness & Chequered Height)	-	500	-
Cl.4.1 (IS-2062, E250A)(CARBON)	-	500	-
Cl.4.1 (IS-2062, E250A)(SULPHUR)	-	500	-
Cl.4.1 (IS-2062, E250A)(PHOSPHURS)	-	500	-
Cl.4.1 (IS-2062, E250A)(MANGANESE)	-	500	-
Cl.4.1 (IS-2062, E250A)(SILICON)	-	500	-
Cl.4.1 (IS-2062, E250A)(CARBON EQUIVALENT)	-	500	-
Cl.4.1 (IS-2062, E250A)(NITROGEN)	-	500	-

Complete

31 Aug, 2023

IS 3444 (1999)

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

All Grade

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
14.4(Microstructure)	-	2500	-
13(MECHANICAL TESTS)	-	500	-
10(FREEDOM FROM DEFECTS)	-	500	-
9(WORKMANSHIP AND FINISH)	-	500	-
8, Table 1.(CHEMICAL COMPOSITION)	-	2500	-
Cl.10.1(All castings shall be free from defects)	-	500	-
Cl.13.2(Tensiie Test)	-	500	-
Cl.13.2(Elongation)	-	500	-
Cl. 13.3(Hardness Test)	-	500	-
Cl.14(NON-DESTRUCTIVE TESTS)	-	2000	-

Complete

31 Aug, 2023

IS 3087 (2005)

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

All Grade

21000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
1 (i) Table 1(Density Variation (Flat Pressed Single Layer))	-	1000	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Single Layer))	-	1000	-
1 (ii) Table 1 (b)(Water absorption, 24h soacking (Flat Pressed Single Layer))	-	1000	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Single Layer))	-	1000	-
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Single Layer))	-	1000	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Single Layer))	-	1000	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Single Layer))	-	1000	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Single Layer))	-	1000	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Flat Pressed Single Layer))	-	1000	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Flat Pressed Single Layer))	-	1000	-
1 (i) Table 1(Density Variation (Flat Pressed Single Layer))	-	1000	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Single Layer))	-	1000	-
1 (ii) Table 1 (b)(Water absorption, 24h soacking (Flat Pressed Single Layer))	-	1000	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Single Layer))	-	1000	-
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Single Layer))	-	1000	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Single Layer))	-	1000	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Three Layer grade 1))	-	1000	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Three Layer grade 1))	-	1000	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Flat Pressed Single Layer))	-	1000	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Flat Pressed Single Layer))	-	1000	-
7(Finish)	-	1000	-
8.3(Dimensional Tolerances)	-	1000	-
9.2, 11.4(Moisture content)	-	1000	-
11.10(screw withdrawal strength)	-	1000	-

Complete

31 Aug, 2023

IS 2546 (1974)

Specification for galvanized mild steel fire bucket (First Revision)

All Grade

6000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 2.1,2.2,2.3(Carbon)	-	500	-
Cl. 2.1,2.2,2.3(Sulphur)	-	500	-
Cl. 2.1,2.2,2.3(Phosphorus)	-	500	-
Cl. 2.1,2.2,2.3(Manganese)	-	500	-
Cl. 2.1,2.2,2.3(Silicon)	-	500	-
Cl. 2.1,2.2,2.3(Aluminium)	-	500	-
Cl. 2.1,2.2,2.3(Nitrogen)	-	500	-
Cl. 2.1,2.2,2.3(Chromium)	-	500	-
Cl. 2.1,2.2,2.3(Nickel)	-	500	-
Cl. 2.1,2.2,2.3(Titanium)	-	500	-
Cl. 2.1,2.2,2.3(Niobium)	-	500	-
Cl. 2.1,2.2,2.3(Vanadium)	-	500	-
Cl. 2.1,2.2,2.3(Boron)	-	500	-
Cl 6(Leakage Test)	-	500	-
Cl 5(Workmanship)	-	500	-
Cl 4(Body, Bottom, Ears, Top Handle & Bottom Handle)	-	500	-
Cl 3.1(Body, Ear & Handle)	-	500	-
Cl 3(Figure)	-	500	-

Complete

31 Aug, 2023

IS 1659 (2004)

Block boards - Specification (Fourth Revision)

All Grade

7000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.2.6(Spot test - Annexure L)	-	500	-
9.2.5(Modulus of elasticity - MINIMUM INDIVIDUAL - Annexure K)	-	500	-
9.2.5(Modulus of elasticity - AVERAGE - Annexure K)	-	500	-
9.2.5(Modulus of rupture - MINIMUM INDIVIDUAL - Annexure K)	-	500	-
9.2.5(Modulus of rupture - AVERAGE - Annexure K)	-	500	-
9.2.4(Mycological Test [for MR grade only] - Annexure J)	-	500	-
9.2.3(Adhesion of Plies - Annexure H)	-	500	-
9.2.2 (Resistance to water - Annexure G, Annexure H [For MR Grade])	-	500	-
9.2.2 (Resistance to water - Annexure G, Annexure H [For BWP grade])	-	500	-
9.2.1(Dimensional Changes caused by humidity Change in local planeness - Annexure F)	-	500	-
9.2.1(Dimensional Changes caused by humidity - Delamination - Annexure F)	-	500	-
9.2.1(Dimensional Changes caused by humidity - Change in thickness - at 40% RH - Annexure F)	-	500	-
9.2.1(Dimensional Changes caused by humidity - Change in Thickness - at 90% RH - Annexure F)	-	500	-
9.2.1(Dimensional Changes caused by humidity - Change in Length - at 40% RH - Annexure F)	-	500	-
9.2.1(Dimensional Changes caused by humidity - Change in Length - at 90% RH - Annexure F)	-	500	-
7.3(Dimensional Requirements - Variation in thickness - Annexure E)	-	500	-
7.3(Dimensional Requirements - Squareness - Annexure D)	-	500	-
7.3(Dimensional Requirements - Edge Straightness - Annexure D)	-	500	-
7.3(Dimensional Requirements - Thickness - Annexure E)	-	500	-
7.3(Dimensional Requirements - Width - 8.1.4)	-	500	-
7.3(Dimensional Requirements - Length - 8.1.4)	-	500	-
8.1.3, 6.3.3, IS 1328(Visual Inspection - Permissible Defects - IS 1328 [test method for DECORATIVE type])	-	500	-
8.1.3, 6.3.3, IS 303(Visual Inspection - Permissible Defects - IS 303 [test method for COMMERCIAL type])	-	500	-
9.2.6 (mechanical)(Spot test - Annexure L)	-	500	-
cl. 11(marking)	-	500	-
cl. 11.1(marking - BIS certification marking)	-	500	-

Complete

31 Aug, 2023

IS 1489 : Part 2 (2015)

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

All Grade

8500 View breakup
-

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

Complete

31 Aug, 2023

IS 1489 (Part 1) (2015)

Portland pozzolana cement - Specification: Part 1 fly Ash Based

All Grade

8500 View breakup
-

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

Complete

31 Aug, 2023

IS 1341 (2018)

Steel Butt Hinges - Specification (Sixth Revision)

All Grade

6450 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3 Tables 2 to 9(Types)	-	200	-
5.1 Tables 2 to 9 (2)(Size of Hinge)	-	200	-
5.1 Tables 2 to 9 (3)(Length A)	-	200	-
5.1 Tables 2 to 9 (4)(Breadth B)	-	200	-
5.1 Tables 2 to 9 (4)(Breadth B1)	-	200	-
5.1 Tables 2 to 9 (4)(Breadth B2)	-	200	-
5.1 Tables 2 to 9 (5)(Thickness of Flap C)	-	200	-
5.1 Tables 2 to 9 (6)(Diameter of Hinge Pin D)	-	200	-
5.1 Tables 2 to 9 (7)(Number of Knuckles)	-	200	-
5.1 Tables 2 to 9 (8)(Number of Screw Holes)	-	200	-
5.1 Tables 2 to 9 (9)(Holes for Screw No.)	-	200	-
6.1(General)	-	200	-
6.2.1(Knuckles)	-	200	-
6.3(Pins)	-	200	-
6.4(Screw Holes)	-	200	-
6.4.2(Position of Holes)	-	200	-
6.4.2(X)	-	200	-
6.4.2(Y)	-	200	-
6.4.2(Z)	-	200	-
6.4.2.1(Position of Holes)	-	200	-
7(Finish)	-	200	-
TABLE-1 (Clause-4)(TITANIUM)	-	200	-
TABLE-1 (Clause-4)(VANADIUM)	-	200	-
TABLE-1 (Clause-4)(NIOBIUM)	-	200	-
TABLE-1 (Clause-4)(Molybdenum)	-	200	-
TABLE-1 (Clause-4)(Chromium)	-	200	-
TABLE-1 (Clause-4)(Nickel)	-	200	-
TABLE-1 (Clause-4)( ALUMINIUM)	-	200	-
TABLE-1 (Clause-4)(SILICON)	-	200	-
TABLE-1 (Clause-4)(NITROGEN)	-	200	-
TABLE-1 (Clause-4)(MANGANESE)	-	200	-
TABLE-1 (Clause-4)(PHOSPHURS)	-	200	-
TABLE-1 (Clause-4)(SULPHUR)	-	200	-
TABLE-1 (Clause-4)( CARBON)	-	200	-
Clause 4 Table 1(Manganese ( Pin))	-	200	-
Clause 4 Table 1(Phosphorus ( Pin))	-	200	-
Clause 4 Table 1(Sulphur ( Pin))	-	200	-
Clause 4 Table 1(Carbon ( Pin))	-	200	-
Clause 4 Table 1(Nitrogen ( Flap))	-	200	-
Clause 4 Table 1(Manganese ( Flap))	-	200	-
Clause 4 Table 1(Phosphorus ( Flap))	-	200	-
Clause 4 Table 1(Sulphur ( Flap))	-	200	-
Clause 4 Table 1(Carbon ( Flap))	-	200	-

Complete

31 Aug, 2023

IS 1328 (1996)

Veneered Decorative Plywood -Specification

All Grade

8000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1(Grade - For BWR)	-	500	-
4.1(Grade - For MR)	-	500	-
4.2(Type - For Type 1)	-	500	-
4.2(Type - For Type 2)	-	500	-
7.1.1(Requirements - Open splits, checks or open joints - For Type 1 - Cl. 7.1.1)	-	500	-
7.2.1(Requirements - Open splits, checks or open joints - For Type 2 - Cl. 7.2.1)	-	500	-
7.1.2(Requirements - Other defects - For Type 1 - Cl. 7.1.2)	-	500	-
7.2.2(Requirements - Other defects - For Type 2 - Cl. 7.2.2.)	-	500	-
7.1.3(Requirements - Other Charcteristics and Manufacturing Defects - For Type 1 - Cl. 7.1.3)	-	500	-
7.2.3(Requirements - Other Charcteristics and Manufacturing Defects - For Type 2 - Cl. 7.2.3)	-	500	-
8(Dimensions & Tolerances - Length - Cl. 8)	-	500	-
8(Dimensions & Tolerances - Width - Cl. 8)	-	500	-
8(Dimensions & Tolerances - Thickness - Cl. 8)	-	500	-
8(Dimensions & Tolerances - Edge Straightness - Annexure C)	-	500	-
8(Dimensions & Tolerances - Squareness - Annexure C)	-	500	-
9(Finish - Cl. 9.1, 8.3)	-	500	-
9(Finish - Cl. 9.2, 8.3)	-	500	-
11(Tests - Moisture Content - Part 1 of IS 1734)	-	500	-
11(Tests - Water Resistance Test - Cl. 11.1.2.1 [for MR Grade])	-	500	-
11(Tests - Water Resistance Test - Cl. 11.1.2.2 [for BWR Grade])	-	500	-

Complete

31 Aug, 2023

IS 1239 : Part 1 (2004)

Steel Tubes, Tubulars and Other Wrought Steel Fittings : Part 1 Steel Tubes (BI-LINGUAL)

All Grade

7000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
12 AND AS PER IS 4736(UNIFORMITY OF ZINC COATING)	-	500	-
12 AND AS PER IS 4736(MASS OF ZINC COATING)	-	500	-
6.2 AND AS PER IS 513(NITROGEN)	-	500	-
6.2 AND AS PER IS 513(MICRO ALLOY)	-	500	-
6.2 AND AS PER IS 513(ALUMINIUM)	-	500	-
6.2 AND AS PER IS 513(SILICON)	-	500	-
6.2 AND AS PER IS 513(MANGANESE)	-	500	-
6.2 AND AS PER IS 513(PHOSPHORUS)	-	500	-
6.2 AND AS PER IS 513(SULPHUR)	-	500	-
6.2 AND AS PER IS 513(CARBON)	-	500	-
6.2 AND AS PER IS 10748(COPPER)	-	500	-
6.2 AND AS PER IS 10748(NITROGEN)	-	500	-
6.2 AND AS PER IS 10748(MICRO ALLOY)	-	500	-
6.2 AND AS PER IS 10748(ALUMINIUM)	-	500	-
6.2 AND AS PER IS 10748(SILICON)	-	500	-
6.2 AND AS PER IS 10748(CARBON EQUIVALENT)	-	500	-
6.2 AND AS PER IS 10748(MANGANESE)	-	500	-
6.2 AND AS PER IS 10748(PHOSPHORUS)	-	500	-
6.2 AND AS PER IS 10748(SULPHUR)	-	500	-
6.2 AND AS PER IS 10748(CARBON)	-	500	-
Clause - 6.1.1, Table-1( ALUMINIUM)	-	500	-
Clause - 6.1.1, Table-1(SILICON)	-	500	-
Clause - 6.1.1, Table-1(NITROGEN)	-	500	-
Clause - 6.1.1, Table-1(MANGANESE)	-	500	-
Clause - 6.1.1, Table-1(PHOSPHURS)	-	500	-
Clause - 6.1.1, Table-1(SULPHUR)	-	500	-
Clause - 6.1.1, Table-1( CARBON)	-	500	-
Cl. 15(Workmanship)	-	500	-
Cl. 14.3(Flattening test (Over 50 mm NB))	-	500	-
Cl. 14.2(Bend Test (uto and including 50 mm NB))	-	500	-
Cl. 14.1.1(Elongation)	-	500	-
Cl. 14.1(Tensile Strength)	-	500	-
Cl. 3.3, 10.2(Plain End)	-	500	-
Cl. 11(Length)	-	500	-
Cl. 8, 9 Table 3,4 & 5(Mass of Tube)	-	500	-
Cl. 6.5(Height of Internal Fin)	-	500	-
Cl. 8, 9 Table 3,4 & 5(Thickness)	-	500	-
Cl. 8 Table 3,4 & 5(Outside Diameter)	-	500	-
Clause 14.1.1(Elongation Percent)	-	500	-
Clause 11.3(Approximate Length)	-	500	-
Clause 11.2(Exact Length)	-	500	-
Clause 11.1(Random Length)	-	500	-
Clause 8.1 (Table3,4,5)(Nominal Bore )	-	500	-
Cl 15(Workmanship)	-	500	-
Cl 14(Tensile Test, Flattening Test & Bend Test)	-	500	-
Cl 12(Workmanship)	-	500	-
Cl 10.1.1(Manufacturing )	-	500	-
Cl 10.1(Manufacturing )	-	500	-

Complete

31 Aug, 2023

IS 1237 (2012)

Cement Concrete Flooring Tiles - Specification

All Grade

4500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	800	-
Cl 12.2(Concavity & Convexity )	-	800	-
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.)	-	800	-
Cl 12.4(Shall not exceed 1 percent of the length of the edge.)	-	800	-
Cl 12.5(Water absorption)	-	800	-
Cl 12.6(Wet transverse strength )	-	800	-
Cl 12.7(Resistance to wear)	-	800	-
Cl 11(Suface Finish)	-	800	-

Complete

31 Aug, 2023

IS 1079 (2017)

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

All Grade

6800 View breakup
-

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

Complete

31 Aug, 2023

IS 1030 (1998)

Carbon steel castings for general engineering purposes - Specification (Fifth Revision)

All Grade

8000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
CI.8.1, 8.3 and 8.4.1, Table-1(Carbon)	-	1000	-
CI.8.1, 8.3 and 8.4.1, Table-1(Sulpur)	-	1000	-
CI.8.1, 8.3 and 8.4.1, Table-1(Phosphorus)	-	1000	-
CI.8.1, 8.3 and 8.4.1, Table-1()	-	1000	-
CI.8.1, 8.3 and 8.4.1, Table-1(Silicon)	-	1000	-
CI.8.1, 8.3 and 8.4.1, Table-1(Chromium)	-	1000	-
CI.8.1, 8.3 and 8.4.1, Table-1(Nickel)	-	1000	-
CI.8.1, 8.3 and 8.4.1, Table-1(Molybdenum)	-	1000	-
CI.8.1, 8.3 and 8.4.1, Table-1(Copper)	-	1000	-
CI.8.1, 8.3 and 8.4.1, Table-1(Vanadium)	-	1000	-
CI.13.2, Table-2(Tensile Test)	-	1000	-
CI.13.2, Table-2(Yield Stress)	-	1000	-
CI.13.2, Table-2(Elongation)	-	1000	-
CI.13.4, Table-2(Bend Test)	-	1000	-
CI.13.3(Impact Test)	-	1000	-
CI.13.3(Hydraulic Test)	-	1000	-

Complete

31 Aug, 2023

IS 937 (1981)

Specification for Washers For Water Fittings For Fire Fighting Purposes

All grade

5500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
2.1(Hardness of Rubber before & after Ageing)	-	1000	-
2.1(Elongation at Break before & after Ageing)	-	1000	-
2.1(Acid & Alkali Resistant Test)	-	1000	-
4.1(Size & Dimension)	-	1000	-
5.1(Workmanship and Finish)	-	1000	-
6.1(Marking)	-	1000	-

Complete

31 Aug, 2023

IS 15658 (2006)

Precast concrete blocks for paving - Specification

All Grade

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1.2(Physical requirement)	-	500	-
6.1.3(Physical requirement)	-	500	-
6.1.4(Physical requirement)	-	500	-
6.2.1 & 7.1(VISUAL INSPECTION)	-	500	-
B-1.3.1(MEAN INDIVIDUAL WIDTH (of all eight test specimens), W)	-	500	-
B-5(AVERAGE WIDTH (Average for eight test specimens), W)	-	500	-
B-1.3.1(MEAN INDIVIDUAL LENGTH (of all eight test specimens), L)	-	500	-
B-5(AVERAGE LENGTH (Average for eight test specimens), L)	-	500	-
Table 1(MINIMUM PAVER BLOCK THICKNESS)	-	500	-
B-1.3.2(MEAN INDIVIDUAL THICKNESS (of all eight test specimens), T)	-	500	-
B-5(AVERAGE THICKNESS (Average for eight test specimens), T)	-	500	-
B-1.3.3(INDIVIDUAL ASPECT RATIO (L/T) (of all eight test specimens))	-	500	-
B-5(AVERAGE ASPECT RATIO (L/T) (for eight test specimens))	-	500	-
B-2.3(INDIVIDUAL ARRIS/CHAMFER (of all eight test specimens))	-	500	-
B-5(AVERAGE ARRIS/CHAMFER (for eight test specimens))	-	500	-
B-5(INDIVIDUAL PLAN AREA, ASP (of all eight test specimens) )	-	500	-
B-5(AVERAGE PLAN AREA, ASP (for eight test specimens))	-	500	-
B-5(INDIVIDUAL WEARING FACE AREA, Asw (of all eight test specimens))	-	500	-
B-5(AVERAGE WEARING FACE AREA, Asw (for eight test specimens))	-	500	-
B- 4.3(MEAN INDIVIDUAL SQUARENESS (of all eight test specimens) )	-	500	-
B-5(AVERAGE SQUARENESS (for eight test specimens))	-	500	-
6.2.3(THICKNESS OF WEARING LAYER, if the sample is Double Layered (for eight test specimens))	-	500	-
6.2.4(WATER ABSORPTION TEST (Average for three test specimens))	-	500	-
6.2.5(AVERAGE COMPRESSIVE STRENGTH (Average for eight test specimens) )	-	500	-
6.2.6(ABRASION RESISTANCE, Dry Condition (For all eight test specimens))	-	500	-
6.2.6(ABRASION RESISTANCE, Wet Condition (For all eight test specimens))	-	500	-
6.2.7(AVERAGE TENSILE SPLITTING STRENGTH (for eight test specimen ))	-	500	-
Cl. 6.2.2 Table 2(Overall Length)	-	500	-
6.2.4, Table 4(Water Absorption)	-	500	-
6.2.8, Table 4(Flexural strength)	-	500	-

Complete

31 Aug, 2023

IS 737 (2008)

Wrought aluminium and aluminium alloy sheet and strip for general engineering purposes - Specification (Fourth Revision)

All Grade

5500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.0(Freedom from defects)	-	500	-
6 Table-1(Al)	-	500	-
6 Table-1(Cu)	-	500	-
6 Table-1(Mg)	-	500	-
6 Table-1(Si)	-	500	-
6 Table-1(Fe)	-	500	-
6 Table-1(Mn)	-	500	-
6 Table-1(Zn)	-	500	-
6 Table-1(Ti)	-	500	-
6 Table-1(Cr)	-	500	-
6 Table-1(Cu+Si+Fe)	-	500	-
6 Table-1(Cu+Si+Fe+Mn+Zn)	-	500	-
6 Table-1(Cu+Mg+Si+Fe+Mn+Zn)	-	500	-
6 Table-1(Zr)	-	500	-
6 Table-1(Cr+Mn)	-	500	-
7 Table-2(Tensile Strength)	-	500	-
7 Table-2(Elongation)	-	500	-
7 Table-2(0.2 % Proof Stress)	-	500	-
7 Table-2(Bend Test)	-	500	-

Complete

31 Aug, 2023

IS 733 (1983)

Specification for wrought aluminium and aluminium alloy bars, rods and sections (For General Engineering Purposes) (Third Revision)

All Grade

5000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 4(Freedom from Defects)	-	500	-
Cl. 5.1, Table 2(0.2 Percent proof stress- IS 1816)	-	500	-
Cl. 5.1, Table 2(Tensile Strength- IS 1816)	-	500	-
Cl. 5.1, Table 2(Elongation on 50 mm or 5.65√So Gauge Length)	-	500	-
Cl. 0.4, 5.1, Table 1(Aluminium- IS 504 or by any other suitable instrumental method)	-	500	-
Cl. 0.4, 5.1, Table 1(Copper- IS 504 or by any other suitable instrumental method)	-	500	-
Cl. 0.4, 5.1, Table 1(Magnesium- IS 504 or by any other suitable instrumental method)	-	500	-
Cl. 0.4, 5.1, Table 1(Silicon- IS 504 or by any other suitable instrumental method)	-	500	-
Cl. 0.4, 5.1, Table 1(Iron- IS 504 or by any other suitable instrumental method)	-	500	-
Cl. 0.4, 5.1, Table 1(Zinc- IS 504 or by any other suitable instrumental method)	-	500	-
Cl. 0.4, 5.1, Table 1(Aluminium- IS 504 or by any other suitable instrumental method)	-	500	-
Cl. 0.4, 5.1, Table 1(Titanium and / or other grain refining elements - IS 504 or by any other suitable instrumental method)	-	500	-
Cl. 0.4, 5.1, Table 1(Chromium- IS 504 or by any other suitable instrumental method)	-	500	-
Cl. 0.4, 5.1, Table 1(Ti+ V- IS 504 or by any other suitable instrumental method)	-	500	-
Cl. 0.4, 5.1, Table 1(Total Impurities- IS 504 or by any other suitable instrumental method)	-	500	-
Cl. 0.4, 5.1, Table 1(Cr+ Mn- IS 504 or by any other suitable instrumental method)	-	500	-

Complete

31 Aug, 2023

IS 710 (2010)

Marine plywood - Specification (Second Revision)

All Grade

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
11.1(MARKING)	-	500	-
11.2(MARKING)	-	500	-
7.1(WORKMANSHIP AND FINISH )	-	500	-
7.2(WORKMANSHIP AND FINISH )	-	500	-
7.3(WORKMANSHIP AND FINISH )	-	500	-
7.5(WORKMANSHIP AND FINISH )	-	500	-
6.1(DIMENSIONS)	-	500	-
6.2(DIMENSIONS)	-	500	-
6.3(DIMENSIONS)	-	500	-
9.1.1(MOISTURE CONTENT)	-	500	-
9.1.2 , 9.1.2.1(Glue Adhesion in Dry State)	-	500	-
9.1.2 , 9.1.2.2(Glue Adhesion in Dry State)	-	500	-
9.1.3 , 9.1.3.1.1(Water resistance test)	-	500	-
9.1.3 , 9.1.3.1.2(Water resistance test)	-	500	-
9.1.5(Mycological test)	-	500	-
9.1.5 , 9.1.3.1.1(Mycological test)	-	500	-
9.1.5 , 9.1.3.1.2(Mycological test)	-	500	-
9.1.4(Tensile strength)	-	500	-
9.1.6 (Table 3)(Static bending strength)	-	500	-
9.1.6 (Table 3)(Static bending strength)	-	500	-
9.1.7 (Table 4)(Wet bending strength)	-	500	-
9.1.7 (Table 4)(Wet bending strength)	-	500	-
9.1.8(Retention of preservative)	-	500	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Across the Face Grain: Minimum Individual))	-	500	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Across the Face Grain: Average))	-	500	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Along the Face Grain: Minimum Individual))	-	500	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Along the Face Grain: Average))	-	500	-
Cl. 9.1.7 (Table 4)(Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Across the Face Grain: Minimum Individual))	-	500	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Across the Face Grain: Average))	-	500	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Along the Face Grain: Minimum Individual))	-	500	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Along the Face Grain: Average))	-	500	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Across the Face Grain: Minimum Individual))	-	500	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Across the Face Grain: Average))	-	500	-
Cl. 9.1.6 (Table 3)(Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Across the Face Grain: Minimum Individual))	-	500	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Across the Face Grain: Average))	-	500	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Along the Face Grain: Minimum Individual))	-	500	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Along the Face Grain: Average))	-	500	-
Cl. 9.1.4(Cl. 9.1.4 (Tensile Strength: Sum of the Tensile Strength in two directions))	-	500	-
Cl. 9.1.4 (Cl. 9.1.4 (Tensile Strength: Perpendicular to grain))	-	500	-
Cl. 9.1.4(Cl. 9.1.4 (Tensile Strength: Parallel to grain))	-	500	-
Cl.9.1.5,9.1.3.1.1 (Cl.9.1.5 (Mycological Test),9.1.3.1.1 (Glue Shear Strength: Individual))	-	500	-
Cl.9.1.5,9.1.3.1.1 (Cl.9.1.5 (Mycological Test),9.1.3.1.1 ( Glue Shear Strength: Average))	-	500	-
Cl. 9.1.3, 9.1.3.1.1 (Cl. 9.1.3 (Water Resistance Test) , 9.1.3.1.1 (Glue Shear Strength: Individual))	-	500	-
Cl. 9.1.3, 9.1.3.1.1 (Cl. 9.1.3 (Water Resistance Test ), 9.1.3.1.1 (Glue Shear Strength: Average))	-	500	-
Cl. 9.1.2, 9.1.2.1 (Cl. 9.1.2 (Glue Adhesion in Dry State), 9.1.2.1 ( Glue Shear Strength: Individual))	-	500	-
Cl. 9.1.2, 9.1.2.1 (Cl. 9.1.2 (Glue Adhesion in Dry State), 9.1.2.1 ( Glue Shear Strength: Average ))	-	500	-
cl.5.1(manufacture - Veneers)	-	500	-
cl.5.1(manufacture - Veneers - moisture content)	-	500	-
cl.5.1.1(manufacture - Veneers - Defects in Veneers)	-	500	-
cl.5.2.2(Assembly - Thickness of Veneers)	-	500	-

Complete

31 Aug, 2023

IS 617 (1994)

Cast aluminium and its alloys - Ingots and castings for general engineering purposes - Specification (Third Revision)

All Grade

5000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9(TOLERANCES ON DIMENSIONS OF CASTINGS)	-	1000	-
7(FREEDOM FROM DEFECTS)	-	1000	-
6.2(Hardness)	-	1000	-
6, Table 2.(MECHANICAL PROPERTIES OF CASTINGS)	-	2000	-
5, Table 1.(Chemical Composition)	-	2500	-

Complete

31 Aug, 2023

IS 513 : Part 2 (2016)

Cold reduced carbon steel sheet and strip: Part 2 high tensile and multi - Phase steel (Sixth Revision)

All Grade

8500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.0(ALUMINIUM)	-	500	-
6.0(MICRO ALLOYS)	-	500	-
6.0(NITROGEN)	-	500	-
6.0(SILICON)	-	500	-
6.0(MANGANESE)	-	500	-
6.0(PHOSPHORUS)	-	500	-
6.0(SULPHUR)	-	500	-
6.0(CARBON)	-	500	-
Cl. 10(Out of square)	-	500	-
Cl. 10(Flatness)	-	500	-
Cl. 10(Camber)	-	500	-
Cl. 10(Width)	-	500	-
Cl. 10(Thickness)	-	500	-
Cl. 8.5.3 Table 6(Surface Roughness)	-	500	-
Cl. 7.3 Table 4A & 4B(Tensile Strain Hardening)	-	500	-
Cl. 7.2 Table 7(Bend Test)	-	500	-
Cl 7(UTM)	-	500	-
Cl 8.5(Workmanship)	-	500	-

Complete

31 Aug, 2023

IS 513 : Part 1 (2016)

Cold reduced carbon steel sheet and strip: Part 1 cold forming and drawing purpose (Sixth Revision)

All Grade

11000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.0(MICRO ALLOYS)	-	500	-
7.0(ALUMINIUM)	-	500	-
7.0(NITROGEN)	-	500	-
7.0(SILICON)	-	500	-
7.0(MANGANESE)	-	500	-
7.0(PHOSPHORUS)	-	500	-
7.0(SULPHUR)	-	500	-
7.0(CARBON)	-	500	-
Cl. 11(Out of square)	-	500	-
Cl. 11(Flatness)	-	500	-
Cl. 11(Camber)	-	500	-
Cl. 11(Width)	-	500	-
Cl. 11(Thickness)	-	500	-
Cl. 8.7(Bake Hardening Index)	-	500	-
Cl. 8.6 Table 5A, 5B & 5C(Tensile Strain Hardening Component (n-Value))	-	500	-
Cl. 8.5 Table 5A, 5B & 5C(Plastic Strain Ratio (r bar/r-90))	-	500	-
Cl. 8.4(Bend Test)	-	500	-
Cl. 8.3 Table 6(Hardness Test ( Only for CR0 & CR1))	-	500	-
Cl. 8.2(Cupping Test(Only for sheet and coils CR2, CR3, CR4(having thickness 0.5 mm-2.0 mm))	-	500	-
Cl. 8.1 & Table 5A, 5B & 5C(Elongation at 80 mm gauge length)	-	500	-
Cl. 8.1 & Table 5A, 5B & 5C(Elongation at 50 mm gauge length)	-	500	-
Cl. 8.1 & Table 5A, 5B & 5C(Yield Stress)	-	500	-
Cl. 9 Table 8(Surface roughness)	-	500	-
Cl 11(Length, Width & Thickness)	-	500	-
Cl 10(Workmanship)	-	500	-
Cl 10(Workmanship)	-	500	-

Complete

31 Aug, 2023

IS 455 (2015)

Portland slag cement - Specification

All Grade

8500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7 Table 1 v(Transverse strength (optional) IS 4031(Part 8) )	-	500	-
7 Table 1 iv c(Compretsive Strenqth 672 ± 4 hr IS 4031(Part 6))	-	500	-
7 Table 1 iv b(Compretsive Strenqth 168 ± 2 hr IS 4031(Part 6))	-	500	-
7 Table 1 iv a(Compretsive Strenqth .72 ± 1 hr IS 4031(Part 6))	-	500	-
7 Table 1 iii b(Setting Time ( by Vicat Apparatus ), Final IS 4031(Part 5))	-	500	-
7 Table 1 iii a(Setting Time ( by Vicat Apparatus ),Initial IS 4031(Part 5))	-	500	-
7 Table 1 ii b(Soundness, Autoclave expansion IS 4031(Part 3) )	-	500	-
7 Table 1 ii a(Soundness, Le-Chate1ier expansion IS 4031(Part 3) )	-	500	-
7 Table 1 i(Fineness IS 4031(Part 2))	-	500	-
6 - Table - 1 vii( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	500	-
6 - Table - 1 vi(Chloride content - Cl 4.13 of IS 4032:1985)	-	500	-
6 - Table - 1 v(Loss on ignition - Cl 6.2 of IS 4032:1985)	-	500	-
6 - Table - 1 iv(Sulphide sulphur (S) - Cl 6.12 of IS 4032:1985)	-	500	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 6.11 of IS 4032:1985)	-	500	-
6 - Table - 1 ii(Magnesia - Cl 6.8 of IS 4032:1985)	-	500	-
6 - Table - 1 i(Insoluble residue - Cl 6.9 of IS 4032:1985)	-	500	-
Cl. 7 Table-2(Cl. 7 Table-2 ii a (Expansion after aeration ))	-	500	-

Complete

31 Aug, 2023

IS 444 (2017)

Rubber hoses, textile - Reinforced, for general - Purpose water applications - Specification (Fifth Revision)

All Grade

7500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4(Classification - IS 444)	-	500	-
5(Lining - IS 444)	-	500	-
5(Reinforcement - IS 444)	-	500	-
5(Cover - IS 444)	-	500	-
5(Lining and Cover - IS 444)	-	500	-
6.1- Table 1(Internal diameters - ISO 4671)	-	500	-
6.2(Concentricity - ISO 4671)	-	500	-
6.3(Length -IS 4671)	-	500	-
6.4( thickness of the lining plus cover - ISO 4671)	-	500	-
6.4(If the cover is fluted, the depth of the flutes - ISO 4671)	-	500	-
7.1 - Table 2( tensile strength of Lining - ISO 37 )	-	500	-
7.1 - Table 2( tensile strength of Cover - ISO 37 )	-	500	-
7.1 - Table 2(elongation at break of Lining - ISO 37)	-	500	-
7.1 - Table 2(elongation at break of Cover - ISO 37)	-	500	-
7.1 - Table 2(Change in tensile strength of Lining from original value after ageing(max) - ISO 188 and ISO 37)	-	500	-
7.1 - Table 2(Change in tensile strength of Cover from original value after ageing(max) - ISO 188 and ISO 37)	-	500	-
7.1 - Table 2(Change in elongation at break of Lining from original value after ageing (max.) - ISO 188 and ISO 37)	-	500	-
7.1 - Table 2(Change in elongation at break of Cover from original value after ageing (max.) - ISO 188 and ISO 37)	-	500	-
7.2 - Table 3(Proof pressure at 23 °C - ISO 1402)	-	500	-
7.2 - Table 3(Minimum burst pressure - ISO 1402)	-	500	-
7.2 - Table 3(Adhesion between components - ISO 8033)	-	500	-
7.2 - Table 3(Ozone resistance - ISO 7326)	-	500	-
7.2 - Table 3(Flexibility at 23 °C - Method A of ISO 1746)	-	500	-
7.2 - Table 3(Low-temperature flexibility - Method B of ISO 4672)	-	500	-

Complete

31 Aug, 2023

IS 432 : Part 2 (1982)

Mild Steel and Medium Tensile Steel Bars and Hard-Drawn Steel Wire for Concrete Reinforcement: Part 2 Hard-Drawn Steel Wire

All Grade

3000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 4.1(Workmanship)	-	300	-
Cl 5 & 6(Diameter)	-	300	-
Cl 8.3(Bending To Both Side At 90°, Then Straight)	-	300	-
Clause 3.1.1(Sulphur)	-	300	-
Clause 3.1.1(Phosphorus)	-	300	-
Cl. 7.1(Elongation)	-	300	-
Cl. 7.1(Proof Stress 0.2 %)	-	300	-
Cl. 6.2(Length)	-	300	-
Clause 3(Nitrogen)	-	300	-
Clause 7.1(Ultimate Tensile Stress)	-	300	-
Cl 7(UTM)	-	300	-

Complete

31 Aug, 2023

IS 432 : Part 1 (1982)

Mild Steel and Medium Tensile Steel Bars and Hard-Drawn Steel Wire for Concrete Reinforcement: Part 1 Mild Steel and Medium Tensile Steel Bars

All Grade

3150 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 5.1(Workmanship)	-	200	-
Cl 6.2(Diameter & Ovality)	-	200	-
Cl 6.2(Weight)	-	200	-
Cl 8.2(Bend test)	-	200	-
Cl 9.3(Press)	-	200	-
Cl 5.1(Workmanship)	-	200	-
Cl 6.1(Diameter)	-	200	-
Cl 6.2(Weight)	-	200	-
Cl 8.1(ultimate tensile stress, yield stress and percentage elongation)	-	200	-
Clause -4, 4.3(TITANIUM)	-	200	-
Clause -4, 4.2(VANADIUM)	-	200	-
Clause -4, 4.1(NIOBIUM)	-	200	-
Clause -4, 4.1(Molybdenum)	-	200	-
Clause -4, 4.1(Chromium)	-	200	-
Clause -4, 4.1(Nickel)	-	200	-
Clause -4, 4.1( ALUMINIUM)	-	200	-
Clause -4, 4.1(SILICON)	-	200	-
Clause -4, 4.1(NITROGEN)	-	200	-
Clause -4, 4.1(MANGANESE)	-	200	-
Clause -4, 4.1(PHOSPHURS)	-	200	-
Clause -4, 4.1(SULPHUR)	-	200	-
Clause -4, 4.1( CARBON)	-	200	-
Cl. 8.1 Table 1(Elongation)	-	200	-
Cl. 8.1 Table 1(Yield Stress)	-	200	-
Clause 9.3(Bend test)	-	200	-
Clause 6.1(Size)	-	200	-
Clause 4(Copper)	-	200	-

Complete

31 Aug, 2023

IS 407 (1981)

Specification for brass tubes for general purposes (Third Revision)

All Grade

10500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4/4.1("MANUFACTURE-The tubes shall be solid drawn and supplied in straight lengths. Their ends shall be clean and square with the axis of the tube.")	-	500	-
6/6.1(FREEDOM FROM DEFECTS)	-	500	-
7/7.1 & 7.1.1(CONDITION)	-	500	-
8/8.1 & 8.2(SIZES AND TOLERANCES-Mean Outside Dia)	-	500	-
8/8.1 & 8.2(SIZES AND TOLERANCES-Mean Wall thickness)	-	500	-
8/8.1 & 8.2(SIZES AND TOLERANCES-Length)	-	500	-
9/9.1/Appendix A(PRESSURE TESTS-Hydraulic Test)	-	2500	-
9/9.2(PRESSURE TESTS-Pneumatic Test)	-	2500	-
10/10.1-Table 2(PHYSICAL TEST- Hardness (HV)-IS : 1501 (Part 1))	-	1000	-
10/10.2-Table 2(PHYSICAL TEST- Tensilt Test - IS : 2655)	-	1000	-
10/10.3(PHYSICAL TEST- Drifting Test- (For tubes upto and Including 100 mm nom OD))	-	1000	-
10/10.4 (10.4.1)("PHYSICAL TEST-Flattening Test (For Tubes ≤ 2.5 mm Wall Thickness and not Exceeding 100 mm Outside Diameter)")	-	1000	-
10/10.4 (10.4.2)(PHYSICAL TEST-Flattening Test (For Tubes ≥ 2.5 mm Wall Thickness and More Than 100 mm Outside Diameter))	-	1000	-
10/10.5(PHYSICAL TEST- Double Bend TestDouble Bend Test ( For Round Tubes ≤ 2.5 mm Wall Thickness and Over 100 mm Outside Diameter ))	-	1000	-
10/10.6(PHYSICAL TEST- Mercurous Nitrate Test- IS : 2305)	-	1000	-
11/11.1(MARKING)	-	500	-
11/11.1.1(MARKING)	-	500	-

Complete

31 Aug, 2023

IS 383 (2016)

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

12000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	300	-
5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	300	-
5.4.2(a)( Aggregates Impact Value)	-	300	-
5.4.2(b)( Aggregates Impact Value)	-	300	-
5.4.3(a)( Aggregate Abrasion Value)	-	300	-
5.4.3(b)( Aggregate Abrasion Value)	-	300	-
6.1-Table 7(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Nominal Size of aggregate)	-	300	-
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	300	-
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	300	-
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	300	-
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	300	-
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	300	-
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve )	-	300	-
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	300	-
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	300	-
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	300	-
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Class)	-	300	-
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 160 mm Sieve)	-	300	-
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	300	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	300	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	300	-
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	300	-
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	300	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	300	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 4.75 mm Sieve)	-	300	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 2.36 mm Sieve)	-	300	-
6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve)	-	300	-
6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve)	-	300	-
6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve)	-	300	-
6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve)	-	300	-
6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve)	-	300	-
6.2-Table 7(vi)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 12.5 mm sieve)	-	300	-
6.2-Table 7(vii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 10 mm sieve)	-	300	-
6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve)	-	300	-
6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve)	-	300	-
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve )	-	300	-
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve )	-	300	-
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve )	-	300	-
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve )	-	300	-
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve )	-	300	-
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve )	-	300	-
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve )	-	300	-
6.4-Table 10(i)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 80mm Sieve )	-	300	-
6.4-Table 10(ii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 40mm Sieve )	-	300	-
6.4-Table 10(iii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 20mm Sieve )	-	300	-
6.4-Table 10(iv)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 4.75mm Sieve )	-	300	-
6.4-Table 10(v)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 600µm Sieve )	-	300	-
6.4-Table 10(vi)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 150µm Sieve )	-	300	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate))	-	300	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate))	-	300	-
5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate))	-	300	-
5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate))	-	300	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate))	-	300	-
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	300	-
5.2- TABLE-2- (Note-3) IS-2386 (P-2)(Mica content (fine aggregate))	-	300	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate))	-	300	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate))	-	300	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate))	-	300	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate ))	-	300	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate ))	-	300	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate))	-	300	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate))	-	300	-
5.7-Table-3-(III) BN EN: 1744(Water soluble chloride content (coarse aggregate))	-	300	-
5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate))	-	300	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate))	-	300	-
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	300	-
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	300	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate))	-	300	-
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate))	-	300	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate))	-	300	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate ))	-	300	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate ))	-	300	-
5.5(Soundness By Magnesium Sulphate)	-	300	-
7.2(Moisture Content)	-	300	-
7.2(Bulk Density loose)	-	300	-
7.2(Bulk Density Rodded)	-	300	-
5.5(Soundness By Magnesium Sulphate)	-	300	-
7.2(Moisture Content)	-	300	-
7.2(Bulk Density loose)	-	300	-
7.2(Bulk Density Rodded)	-	300	-
5.3(Elongation Index)	-	300	-
5.3(Flakiness Index)	-	300	-
5.6(Alkali Agregate Reaction )	-	300	-
5.7 table 3(WaterAbsorption)	-	300	-
5.7 table 3(Specific Gravity)	-	300	-
5.3(Flakiness & Elongation)	-	300	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	300	-
5.7 table 4 (Calcium oxide)	-	300	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	300	-
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))	-	300	-

Complete

31 Aug, 2023

IS 319 (2007)

Free cutting brass bars, rods and section - Specification (Fifth Revision)

All Grade

5000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.0(Freedom from defects)	-	500	-
7.0(Dimension and Tolerances)	-	500	-
8.1 Table 1(Cu)	-	500	-
8.1 Table 1(Pb)	-	500	-
8.1 Table 1(Fe)	-	500	-
8.1 Table 1(Total other impurities excluding iron)	-	500	-
8.1 Table 1(Zn)	-	500	-
9.1 Table-2(Tensile Strength)	-	500	-
9.1 Table-2(Elongation)	-	500	-
9.2(Vickers Hardness)	-	500	-
10.1(Mercurous Nitrate Test)	-	500	-

Complete

31 Aug, 2023

First
Prev
1
2
3
4
Next
Last

Bureau of Indian Standards

The National Standards Body of India

Delta Testing & Research Laboratories

Plot No. C-5, Block-C, Main Kanjhawala Road, Rajiv Nagar, New Delhi, North West, Delhi, 110086

9910596777 dtrlinfo@gmail.com

Scope List