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

Exclusion

Testing Charges (Excl. Of Taxes)

Facility Type

Effective Date

Validity Date

Remark

IS 318 (1981)

Specification for leaded tin bronze ingots and castings (Second Revision)

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7(SIZE AND SHAPE)	-	500	-
6(FREEDOM FROM DEFECTS)	-	500	-
4, Table 2.(MECHANICAL PROPERTIES)	-	2000	-
3, Table 1.(CHEMlCAL COMPOSITION)	-	2000	-
7.1(Mass)	-	500	-
6.2(Freedom from defects-Castings)	-	500	-
6.1(Freedom from defects-Ingots)	-	500	-
4.1, Table 2(Elongation)	-	500	-
4.1, Table 2(0.2% Proof stress)	-	500	-
4.1, Table 2(Tensile strength)	-	500	-

Complete

31 Aug, 2023

IS 10124 : Part 1 (2009)

Fabricated PVC-U Fittings for Potable Water Supplies - Specification Part 1 General Requirements (Second Revision)

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3(Material)	-	500	-
4(Size of fitting)	-	500	-
5.1 Table-1 Fig.1(Dimension of Socket length)	-	500	-
5.1.3 (Out of Roundness Tolerance of Socket Inside Diameter)	-	500	-
5.2 Table-2 Fig.2(Dimensions of socket for elastomeric sealing ring)	-	500	-
6.1(Opacity test in accordance with IS 12235 (Part 3))	-	500	-
6.2(Short Term Hydraulic Test in accordance with Annex A)	-	1500	-
3.2.3(socket, measurements)	-	500	-
3.1(Material)	-	500	-

Complete

31 Aug, 2023

IS 14735 (1999)

Unplasticized Polyvinyl Chloride (UPVC) Injection Moulded Fittings for Soil and Waste Discharge System for Inside and Outside Buildings Including Ventilation and Rain Water System -

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3(Type of Fitting)	-	500	-
4(Size Designation)	-	500	-
5(Colour of fittings)	-	500	-
7.1,Table 1(Wall thickness)	-	500	-
7.2 ,Table 2&3(Socket Dimensions)	-	500	-
7.3(Dimensions of waste trap(Nahani Trap)	-	500	-
10(Workmanship)	-	500	-
11(Design requirements)	-	500	-
11.1(Solvent cement type or Rubber ring type)	-	500	-
11.2(Socket and spigot configeration)	-	500	-
11.4,Table 5(Vent cowl)	-	500	-
11.5,Table 6(Pipe Clips)	-	500	-
12.1(Visual appearance)	-	500	-
12.2(Stress relief test)	-	1500	-
12.3(Vicat softening tempewrature)	-	2500	-
Cl.13, IS 12235 (P-7)-2004, (Resistance to Sulphuric Acid)	-	1500	-
Cl.14, Annex A(Titanium Di-Oxide Content)	-	1500	-
Cl.15, Annex B(Sulphated Ash Content)	-	1500	-
16.1(Impact test)	-	1500	-
17(Watet tightness of joint)	-	2500	-

Complete

31 Aug, 2023

IS 12786 (1989)

Irrigation equipment - Polyethylene pipes for irrigation laterals - Specification

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1.a (Potyethylene - higher olefins constituent )	-	500	-
4.1.b(Potyethylene - anti-oxidant)	-	500	-
4.1.c.i (Density)	-	500	-
4.1.c.ii (Toluene extract - Annex A)	-	500	-
4.1.c.iii (Volatile matter - Annex B )	-	500	-
4.1.c & 4.2.a (Carbon Black content - IS 2530 : 1963)	-	500	-
4.2.b (The dispersion of Carbon Black content shall be satisfactory - IS 2530 : 1963)	-	500	-
7.3(Tensile Test)	-	500	-
7.3(Elongation at Break)	-	500	-
7.4(SusceptibiIity to Environmental Stress Cracking)	-	500	-
5 and Table 1(DIMENSIONS OF PIPES - outside diameters)	-	500	-
5 and Table 1(DIMENSIONS OF PIPES - wall thickness shall)	-	500	-
7.2(Reversion Test)	-	500	-
7.1(Hydraulic Characteristics)	-	2500	-
6.1(Visual Appearance)	-	500	-
3.1(Class of Pipe)	-	500	-
8.0 (8.1) (Supply of pipes )	-	500	-
Cl. 9.0 - 9.1(Minimum Internal Diameter of Coil)	-	500	-
7.1 Table-2 (b)Acceptance Test for 01 hour at 20°C & 6.9MPa induced stress)	-	500	-
7.1 Table-2 (Hydraulic Characteristics a)Quality Test for 100 hours at 70°C & 2.5.MPa induced stress. )	-	500	-
6.0 (6.1) (Visual appearance)	-	500	-
5.0 5.1 (Table1) (c)Wall thickness of pipe Maximum)	-	500	-
5.0 5.1 (Table1) (c)Wall thickness of pipe Minimum)	-	500	-
5.0 5.1 (Table1) (b)Tolerance on OD)	-	500	-
5.0 5.1 (Table1) (Dimensions a)Outside diameter of pipe)	-	500	-
Cl. 4.2(Carbon Black Content)	-	500	-
Cl. 4.2(Carbon Black Dispersion)	-	500	-
Cl. 5.0 & 5.1 Table -1(Outside Diameter)	-	500	-
Cl. 5.0 & 5.1 Table -1(,Tolerence,)	-	500	-
Cl. 7.1 Table -2(Quality Test for 100 hrs @ 70 c & 2.2 Mpa)	-	500	-
Cl. 7.1 Table -2(Acceptance Test for 1 hrs @ 27 c & 6.9 Mpa)	-	500	-
Cl. 7.3(Tensile Test)	-	500	-
Cl. 7.3(Elongation)	-	500	-

Complete

31 Aug, 2023

IS 15801 (2008)

Polypropylene - Random copolymer pipes for hot and cold water supplies - Specification

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 4( Designation)	-	500	-
Cl 7(Dimensions Of Pipes)	-	500	-
Cl 8(Visual Appearance)	-	500	-
Cl 9.1(Hydraulic Characteristics)	-	2500	-
Cl 9.2(Fusion Compatibility)	-	2500	-
Cl 9.3(Reversion Test )	-	2500	-
Cl 9.4 & Annex B(Impact Strength)	-	2500	-
Cl 9.5(Density)	-	2500	-
Cl 9.6(Melt Flow Rate)	-	2500	-
Cl 9.7(Carbon Black Content & Dispersion)	-	2500	-
Cl 9.8(Thermal Stability By Hydrostatic Pressure Testing)	-	35000	-
Cl 9.9(Opacity)	-	2500	-

Complete

31 Aug, 2023

IS 303 (1989)

Plywood for General Purposes -

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual)	-	1500	-
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average)	-	1500	-
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual)	-	1500	-
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average)	-	1500	-
11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual)	-	1500	-
11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average)	-	1500	-
11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	1500	-
11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	1500	-
11.2.2(Glue Adhesion - Mycological test - 11.2.2, Part 7 of IS 1734 [for MR Garde only])	-	1500	-
11.2.1(Glue Adhesion - Water resistance test - 11.2.1.1 [for MR Grade])	-	1000	-
11.2.1(Glue Adhesion - Water resistance test - 11.2.1.1 [for BWR Grade])	-	1000	-
11.3(Moisture Content - Part 1 of IS 1734)	-	500	-
8(Dimensions & Tolerances - Edge Straightness - Annexure C)	-	500	-
8(Dimensions & Tolerances - Squareness - Annexure C)	-	500	-
8(Dimensions & Tolerances - Thickness - Cl. 8)	-	500	-
8(Dimensions & Tolerances - Width - Cl. 8)	-	500	-
8(Dimensions & Tolerances - Length - Cl. 8)	-	500	-
9(Workmanship and Finish - Cl.9, 8.3, Annexure C)	-	500	-
5.2, Table 1, Table 2(Quality Requirements - Cl. 5.2)	-	500	-
5.1(Type - For BB Type)	-	500	-
5.1(Type - For AB Type)	-	500	-
4(Grade - For MR grade)	-	500	-
cl. 13.1(marking)	-	500	-

Complete

31 Aug, 2023

IS 280 (2006)

Mild steel wire for general engineering purposes (Fourth Revision)

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 7 & Table 1(Diameter & Difference Between Two Reading On Any Two Diameters)	-	500	-
Cl 9(Tensile Test On UTM)	-	500	-
Cl 11(Workmanship)	-	500	-
Cl 13(Workmanship)	-	500	-
6 AND AS PER IS 7887(MICRO ALLOY)	-	500	-
6 AND AS PER IS 7887(ALUMINIUM)	-	500	-
6 AND AS PER IS 7887(PHOSPHORUS)	-	500	-
6 AND AS PER IS 7887(SULPHUR)	-	500	-
6 AND AS PER IS 7887(MANGANESE)	-	500	-
6 AND AS PER IS 7887(SILICON)	-	500	-
6 AND AS PER IS 7887(CARBON)	-	500	-
7 & 8(Ovality)	-	500	-
7 & 8(Diameter)	-	500	-
9.2(Wrapping Test)	-	500	-
9.3(Bend test)	-	500	-
10(Finish)	-	500	-
11(Coating test)	-	500	-
13(Freedom from defects)	-	500	-
Cl 13(Workmanship)	-	500	-
Cl 11(Workmanship)	-	500	-
Cl 7 & Table 1(Diameter & Difference Between Two Reading On Any Two Diameters)	-	500	-
Clause 6 and Note 3 of IS 7887(Copper)	-	500	-

Complete

31 Aug, 2023

IS 278 (2009)

Galvanized steel barbed wire for fencing - Specification (Fourth Revision)

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5 Table-1(Sizes Diameter of Line wire)	-	200	-
5 Table-1(Sizes Diamater of Point wire)	-	200	-
5 Table-1(Sizes Mass of Completed barbed wire)	-	200	-
5 Table-1(Sizes Distance between two barbs)	-	200	-
5 Table-1(Sizes No. of Lays between the two consequtive barbs)	-	200	-
7.1(Manufacture)	-	200	-
7.2(Manufacture)	-	200	-
7.3(Manufacture)	-	200	-
8(CHROMATING)	-	200	-
9.1(Freedom from defects)	-	200	-
9.2(Freedom from defects)	-	200	-
12.1(Tensile Strength)	-	200	-
12.1(Breaking load)	-	200	-
12.2.1(Mass of zinc coating (line wire))	-	500	-
12.2.2(Mass of zinc coating (point wire))	-	500	-
Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Silicon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Carbon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 7.2(Cut Angle)	-	200	-
Cl. 7.1(General)	-	200	-

Complete

31 Aug, 2023

IS 277 (2018)

Galvanized steel strips and sheets (Plain And Corrugated) - Specification (Seventh Revision)

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.1 & 10.2(Mass of Coating: Single Spot Test)	-	800	-
7.1 & 10.2(Mass of Coating: Single Spot Test)	-	800	-
5.1(phosphorus)	-	800	-
5.1(nitrogen)	-	800	-
5.1(micro alloy)	-	800	-
5.1(aluminium)	-	800	-
5.1(silicon )	-	800	-
5.1(manganese)	-	800	-
5.1(carbon)	-	800	-
5.1(Titanium)	-	800	-
Cl. 14 & Cl. 15 (Cl. 14 & Cl 15 (Pitch of Corrugation))	-	800	-
Cl. 14 & Cl. 15 (Cl. 14 & Cl 15 (Depth of Corrugation))	-	800	-
Cl. 14 & Cl. 15 (Cl. 14 & Cl 15 (Number of Corrugation))	-	800	-
Cl. 14 & Cl. 15 (Cl. 14 & Cl 15 (Difference between Diagonal))	-	800	-
Cl. 14 & Cl. 15 (Cl. 14 & Cl. 15 (Thickness))	-	800	-
Cl. 14 (Cl. 14 & Cl 15 (Width))	-	800	-
Cl. 14 (Cl. 14 & Cl 15 (Length))	-	800	-
Cl.12(Freedom from defects)	-	800	-
Cl. 8.1 (Cl. 8.1 (Percentage Elongation ))	-	800	-
Cl. 8.1 (Cl. 8.1 (Yield Stress))	-	800	-
Cl. 8.1 (Cl. 8.1 (Tensile Strength))	-	800	-
cl 5.1, T-1, Note-6, For reinforced steel(P)	-	800	-
cl 5.1, T-1, Note-5, For Microalloying elements(Nb+V+Ti+B)	-	800	-
cl 5.1, T-1, Note-5, For Microalloying elements(B)	-	800	-
cl 5.1, T-1, Note-5, For Microalloying elements(Ti)	-	800	-
cl 5.1, T-1, Note-5, For Microalloying elements(V)	-	800	-
cl 5.1, T-1, Note-5, For Microalloying elements(Nb)	-	800	-
cl 5.1, T-1, Note-4, For Cu bearing quality(Cu)	-	800	-
cl 5.1, T-1, Note-2, When Al-Si killed(Si)	-	800	-
cl 5.1, T-1, Note-2, When Al-Si killed(Al)	-	800	-
cl 5.1, T-1, Note-3(N2)	-	800	-
Cl. 9(Surface roughness)	-	800	-
Cl 13(Weight)	-	800	-

Complete

31 Aug, 2023

IS 269 (2015)

Ordinary portland cement - Specification (Sixth Revision)

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	500	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	500	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	500	-
7 Table-3 iii b(Setting Time Final)	-	500	-
7 Table-3 iii a(Setting Time Initial)	-	500	-
7 Table-3 ii b(Expansion after aeration)	-	500	-
7 Table-3 ii b(Expansion by Autoclave)	-	500	-
7 Table-3 i.(Fineness)	-	500	-
6.1 Table-2 viii(Alkali content)	-	500	-
6.1 Table-2 vii(Chloride content)	-	500	-
6.1 Table-2 vi(Loss on ignition)	-	500	-
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride)	-	500	-
6.1 Table-2 iv(Magnesia)	-	500	-
6.1 Table-2 iii.(Insoluble residue)	-	500	-
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide)	-	500	-
6.1 Table-2 i.(Ratio of percentage of lime to percentage of silica, alumina and iron oxide)	-	500	-
6 - Table - 1 viii(Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	500	-
7 Table-3 v(Transverse Strength - IS 4031 Part 8 (Optional))	-	500	-

Complete

31 Aug, 2023

IS 210 (2009)

Grey iron castings - Specification (First Revision)

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.1(WORKMANSHIP AND FINISH)	-	800	-
10.1(FREEDOM FROM DEFECTS)	-	800	-
10.2(FREEDOM FROM DEFECTS)	-	800	-
13(SIZE OF TEST BARS-Diameter)	-	800	-
13(SIZE OF TEST BARS-Length)	-	800	-
15, Table 3(TENSIL.E TEST- IS 1608 Part1 )	-	800	-
16, Table 3(Hardness Test)	-	800	-
17,Annex B(TRANSVERSE TEST)	-	800	-
18(HYDROSTATIC TEST)	-	1400	-
6(Chemical Composition(chemical composition shall be as agreed to between the purchaser and the manufacturer.))	-	800	-

Complete

31 Aug, 2023

IS 208 (1996)

Door Handles - Specification ( Sixth Revision )

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.2 -Table 1- i (Ref. Cl 7.1 -Table 3 Grade 0 of IS 1079 : 2017)(Chemical composition - Carbon - IS 228)	-	400	-
4.2 -Table 1- i (Ref. Cl 7.1 -Table 3 Grade 0 of IS 1079 : 2017)(Chemical composition - Manganese - IS 228)	-	400	-
4.2 -Table 1- i (Ref. Cl 7.1 -Table 3 Grade 0 of IS 1079 : 2017)(Chemical composition - Phosphorus - IS 228)	-	400	-
4.2 -Table 1- i (Ref. Cl 7.1 -Table 3 Grade 0 of IS 1079 : 2017)(Chemical composition - Sulphur - IS 228)	-	400	-
4.2 -Table 1- iii (Ref. Cl 3.1, Table 1 Grade LCB-2 of IS 292 : 1983)(Chemical composition - Copper plus incidental nickel - IS 3685:1966)	-	400	-
4.2 -Table 1- iii (Ref. Cl 3.1, Table 1 Grade LCB-2 of IS 292 : 1983)(Chemical composition - Nickel - IS 3685:1966)	-	400	-
4.2 -Table 1- iii (Ref. Cl 3.1, Table 1 Grade LCB-2 of IS 292 : 1983)(Chemical composition - Tin - IS 3685:1966)	-	400	-
4.2 -Table 1- iii (Ref. Cl 3.1, Table 1 Grade LCB-2 of IS 292 : 1983)(Chemical composition - Iron - IS 3685:1966)	-	400	-
4.2 -Table 1- iii (Ref. Cl 3.1, Table 1 Grade LCB-2 of IS 292 : 1983)(Chemical composition - Aluminium - IS 3685:1966)	-	400	-
4.2 -Table 1- iii (Ref. Cl 3.1, Table 1 Grade LCB-2 of IS 292 : 1983)(Chemical composition - Zinc - IS 3685:1966)	-	400	-
5.1(MANUFACTURE- General)	-	400	-
6.1 Table2A & 2B and Fig 1,2,3,4(DIMENSIONS - Size (A,B,C,D,E,F,G,H,I))	-	400	-
6.1 Table2A & 2B and Fig 1,2,3,4(DIMENSIONS - Size 1. No. in each Lug 2. No. in a plate when a continious plate is used 3. Size Designation of Counter-sunk Head Wood Screws (as per IS 6760: 1972))	-	400	-
10(PACKING)	-	400	-

Complete

31 Aug, 2023

IS 21 (1992)

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

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.2, Table 2 of IS:21 (Designation & Condition 64430, WP')(Bend Test (Radius of Bend))	-	500	-
4.2, Table 2 of IS:21 (Designation & Condition 64430, WP')(Elongation on 50 mm gauge length (For thickness over 2.6 to 6.3 mm))	-	500	-
4.2, Table 2 of IS:21 (Designation & Condition 64430, WP')(Tensile Strength)	-	500	-
4.2, Table 2 of IS:21 (Designation & Condition 64430, WP')(0.2 Percent Proof Stress)	-	500	-
4.2, Table 1of IS:21 (Designation 64430)(Aluminium)	-	500	-
4.2, Table 1of IS:21 (Designation 64430)(Lead)	-	500	-
4.2, Table 1of IS:21 (Designation 64430)(Chromium)	-	500	-
4.2, Table 1of IS:21 (Designation 64430)(Titanium and or other grain refining elements)	-	500	-
4.2, Table 1of IS:21 (Designation 64430)(Zinc)	-	500	-
4.2, Table 1of IS:21 (Designation 64430)(Manganese)	-	500	-
4.2, Table 1of IS:21 (Designation 64430)(Iron)	-	500	-
4.2, Table 1of IS:21 (Designation 64430)(Silicon)	-	500	-
4.2, Table 1of IS:21 (Designation 64430)(Magnesium)	-	500	-
4.2, Table 1of IS:21 (Designation 64430)(Copper)	-	500	-

Complete

31 Aug, 2023

IS 204 : Part 2 (1992)

Tower bolts - Specification: Part 2 non - Ferrous metals (Fifth Revision)

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4 -Table 3- i (Ref. Cl 8, Table 1 Designation 63400 of IS 1285 : 2002)(Chemical composition - Aluminium - IS 504)	-	500	-
4 -Table 3- i (Ref. Cl 8 , Table 1 Designation 63400 of IS 1285 : 2002)(Chemical composition - Copper - IS 504)	-	500	-
4 -Table 3- i (Ref. Cl 8, Table 1 Designation 63400 of IS 1285 : 2002)(Chemical composition - Magnesium - IS 504)	-	500	-
4 -Table 3- i (Ref. Cl 8, Table 1 Designation 63400 of IS 1285 : 2002)(Chemical composition - Silicon - IS 504)	-	500	-
4 -Table 3- i (Ref. Cl 8 , Table 1 Designation 63400 of IS 1285 : 2002)(Chemical composition - Iron - IS 504)	-	500	-
4 -Table 3- i (Ref. Cl 8, Table 1 Designation 63400 of IS 1285 : 2002)(Chemical composition - Manganese - IS 504)	-	500	-
4 -Table 3- i (Ref. Cl 8, Table 1 Designation 63400 of IS 1285 : 2002)(Chemical composition - Zinc - IS 504)	-	500	-
4 -Table 3- i (Ref. Cl 8 , Table 1 Designation 63400 of IS 1285 : 2002)(Chemical composition - Titanium - IS 504)	-	500	-
4 -Table 3- i (Ref. Cl 8, Table 1 Designation 63400 of IS 1285 : 2002)(Chemical composition - Chromium - IS 504)	-	500	-
4 -Table 3- i (Ref. Cl 8, Table 1 Designation 63400 of IS 1285 : 2002)(Chemical composition - others - IS 504)	-	500	-
5.1(General)	-	500	-
5.2.1 Table 1(Particulars-Barrel Tower Bolts)	-	500	-
5.2.2 Table 2(Particulars-Skeleton Tower Bolts)	-	500	-
6.1- Table 1(Dimension of Barrel tower bolts-1.Size 2.Length of Bolt or Barrel-(A or B) 4.Width of Barrel-C 5.Dia of Bolt-D 6.Length of Socket-E 7.Thickness of Metal of Barrel (Brass or Zink Alloy/Aluminium alloy/Sheet Brass)-F 8.Dia of bore of barrel or socket- G )	-	500	-
6.1- Table 1(Dimension of barrel tower bolts-Minimum No. of equally Spaced holes in Barrel & Socket for wooden screw no 6)	-	500	-
6.2- Table 2(Dimension of Skeleton Tower Bolts 1.Size 2.Length of Bolt -A 3.Length of Bolt Plate -B 4.Width of Bolt Plate or Staple-C 5.Dia of Bolt-D 6.Length of Staple-E 7.Thickness of Plate or Socket (Brass /Aluminium alloy or Zink Alloy)-F 8.Dia of bore of Plate or Staple-G 9.Dia of shank of Knob )	-	500	-
6.2- Table 2(Dimension of Skeleton Tower Bolts- Nos of Staples)	-	500	-
6.2- Table 2(Dimension of Skeleton Tower Bolts-Minimum No. of Screw holes for wood screw no 4)	-	500	-
6.2- Table 3(PACKING)	-	500	-

Complete

31 Aug, 2023

IS 204 : Part 1 (1991)

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

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-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Carbon - IS 228)	-	400	-
4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Manganese - IS 228)	-	400	-
4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Phosphorus - IS 228)	-	400	-
4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Sulphur - IS 228)	-	400	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Carbon - IS 228)	-	400	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Manganese - IS 228)	-	400	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Sulphur - IS 228)	-	400	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Phosphorus - IS 228)	-	400	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Silicon - IS 228)	-	400	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Carbon Equivalen(CE) - IS 228)	-	400	-
4 -Table 5- iii (Ref. Cl 6.1 of IS 210 : 2009)(Chemical composition - Sulphur and/or Phosphorous)	-	400	-
4 -Table 5- iii (Ref. Cl 9.1 of IS 210 : 2009)(The microstructure shall be substantially free of primary cementite and/ or massive stead ite and shall consist oftlake graphite in a matrix offerrite or pearlite or mixture thereof.)	-	400	-
5.1(General)	-	400	-
5.2.1 Table 1(Particulars-Barrel Tower Bolts)	-	400	-
6.1- Table 1(Dimension of Barrel tower bolts-1.Size 2.Length of Bolt-A 3.Length of Barrel-B 4.Width of Barrel-C 5.Dia of Bolt-D 6.Length of Socket-E 7.Thickness of mild steel sheet for barrel-F 8.Dia of bore of barrel or socket- G )	-	400	-
6.1- Table 1(Dimension of Barrel tower bolts-Minimum No. of equally Spaced Screw holes in Barrel and Socket for wood screw no 6)	-	400	-
6.2- Table 2(Dimension of Sami Barrel Tower Bolts 1.Size 2.Length of Bolt-A 3.Length of Bolt Plate-B 4.Width of Bolt Plate-C 5.Dia of Bolt-D 6.Length of Socket-E 7.Thickness of Bolt Plate or Socket-F 8.Dia of bore of Bolt Plate or socket G )	-	400	-
6.2- Table 2(Dimension of Sami Barrel Tower Bolts-Minimum No. of equally Spaced Screw holes in Bolt Plate and Socket for wood screw no 6)	-	400	-
6.3- Table 3(Dimension of Riveted or Spot Welded Tower Bolts- 1.Size 2.Length of Bolt-A 3.Length of Bolt Plate-B 4.Width of Bolt Plate-C 5.Dia of Bolt-D 6.Length of Socket-E 7. Length of Strap-E" 8.Thickness of Back Plate -F 9.Thickness of Socket or Upper Plate and Strap- F" 10.Dia of bore of Bolt Plate or socket- G 11. Length of Alternative Socket-H )	-	400	-
6.4- Table 4(Dimension of Skeleton Tower Bolts- Nos of Staples)	-	400	-
6.4- Table 4(Dimension of Skeleton Tower Bolts-Minimum No. of Screw holes for wood screw no 6)	-	400	-
8.1.1,(MARKING- )	-	400	-
9(PACKING)	-	400	-

Complete

31 Aug, 2023

IS 191 (2007)

Copper - Specification (Fourth Revision)

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4-Table 1(GRADES/DESIGNATIONS)	-	300	-
5.1- Table 2(L)	-	300	-
5.1- Table 2(L1)	-	300	-
5.1- Table 2(h)	-	300	-
5.1- Table 2(h1)	-	300	-
5.1- Table 2(b)	-	300	-
5.1- Table 2(b1)	-	300	-
5.1- Table 2(R)	-	300	-
5.1- Table 2(R1)	-	300	-
5.1- Table 2(R2 )	-	300	-
5.1- Table 2(α )	-	300	-
5.1- Table 2( β )	-	300	-
5.1- Table 2(γ)	-	300	-
5.4-Table 3 (For Billets)(Mass)	-	300	-
5.2-Table 3 (For Billets)(Diameter)	-	300	-
5.2-Table 3 (For Billets)(Length)	-	300	-
5.2-Table 3 (For Billets)(Deviation from straightness per 1000 mm length)	-	300	-
7.1 - Table 4(Copper + Silver(By difference)-IS440)	-	300	-
7.1 - Table 4(Silver- IS 440)	-	300	-
7.1 - Table 4(Copper (any Silver present to be counted as copper)-IS440)	-	300	-
7.1 - Table 4(Phosphorus- IS 440)	-	300	-
7.1 - Table 4(Arsenic- IS440)	-	300	-
7.1 - Table 4(Antimony-IS440)	-	300	-
7.1 - Table 4(Bismuth-IS 440)	-	300	-
7.1 - Table 4(Iron IS 440)	-	300	-
7.1 - Table 4(Lead IS 440)	-	300	-
7.1 - Table 4(Nickel IS 440)	-	300	-
7.1 - Table 4(Oxygen IS 440)	-	300	-
7.1 - Table 4(Selenium - IS 440)	-	300	-
7.1 - Table 4(Sulphur- IS 440)	-	300	-
7.1 - Table 4(Tellurium- IS 440)	-	300	-
7.1 - Table 4(Tin - IS 440)	-	300	-
7.1 - Table 4(Znic-IS 440)	-	300	-
7.1 - Table 4(Total Impurities- IS 440)	-	300	-
8.1(FREEDOM FROM DEFECTS)	-	300	-
8.2(FREEDOM FROM DEFECTS)	-	300	-
10(HYDROGEN EMBRITTLEMENT TEST- IS 191)	-	300	-
9.1- Table 5(Mass Resistivity- IS 3635)	-	300	-

Complete

31 Aug, 2023

IS 14333 (1996)

High Density Polyethylene Pipe For Sewerage -

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
10(Marking)	-	1000	-
3(Designation)	-	1000	-
4(Colour)	-	1000	-
6(Dimensions of pipes)	-	1000	-
7(Visual Appearance)	-	1000	-
8.1(Hydraulic characteristics)	-	6000	-
8.2(Reversion)	-	1000	-
8.3(Density)	-	1000	-
8.4(Melt Flow Rate)	-	1000	-
Cl. 8.5, IS 2530-1963, Cl. 10(Cabon Black Content)	-	1000	-
Cl. 8.5, IS 2530-1963, Cl. 16(Carbon Black Dispersion)	-	1000	-

Complete

31 Aug, 2023

IS 13592 (2013)

Unplasticized Polyvinyl Chloride (PVC-U) Pipes for Soil and Waste Discharge System Inside and Outside Buiildings Including Ventilation and Rainwater System

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.5(Surface colour of the pipes shall be dark shade of grey)	-	1000	-
Cl6.3(The composition shall be based on PVC resin having a K-value of 64 or greater when tested in accordance with IS 4669)	-	1000	-
Cl.7.1(Mean outside diameter, outside diameter at any point for Type A and Type B pipes manufactured plain or with socket shall be as given in Table 1. Dimensions shall be measured according to the method given in IS 12235 (Part 1).)	-	1000	-
Cl.7.1( outside diameter at any point for Type A and Type B pipes manufactured plain or with socket shall be as given in Table 1. Dimensions shall be measured according to the method given in IS 12235 (Part 1).)	-	1000	-
Cl.7.1( wall thickness at any point for Type A and Type B pipes manufactured plain or with socket shall be as given in Table 1. Dimensions shall be measured according to the method given in IS 12235 (Part 1).)	-	1000	-
Cl.8.1(The internal and external surface of the pipes shall be smooth and clean, and free from grooving and other defects. The end shall be clearly cut and shall be square with the axis of the pipe. The end may be chamfered on the plain side.)	-	1000	-
Cl.8.2(When tested by the method described in IS 12235 (Part 5), a length of pipe sample of 200 ± 20 mm shall not alter in length by more than 5 percent. In the case of socket ended pipes, this test shall be carried out on the plain portion of pipe taken at least 100 mm away from the root of the socket.)	-	1000	-
Cl.8.4(When determined in accordance with IS 12235 (Part 2), the vicat softening temperature of the specimen shall not be less than 79°C.)	-	1000	-
Cl.8.5(After the required period of exposure, the tensile strengths of two samples when tested as per IS 12235 (Part 13) shall not show difference of more than 20 percent of their initial tensile strengths)	-	1000	-
Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid)	-	1000	-
Cl.10.1(When tested by method prescribed in IS 12235 (Part 9),the pipe shall have a true impact rate of not more than 10 percent. Mass of striker and height of fall shall be as per Annex A.)	-	1000	-
Cl.10.2(When determined in accordance with the method described in IS 12235 (Part 13), the tensile strength at break shall not be less than 45 MPa.)	-	1000	-
Cl.10.3(The axial shrinkage shall not exceed 2 percent when determined in accordance with Annex B.)	-	1000	-
Cl.11.(Jointing of solvent cementing joints is to be carried out using solvent conforming to IS 14182. Apply a pressure of 0.05 MPa for a period of 15 min and there should be no leakage at any joint.)	-	2000	-
Cl. 12, IS 12235 Part 11(Resistance to Di-Chloro-Methane )	-	1000	-
8.6(Effect on Water Test)	-	2000	-

Complete

31 Aug, 2023

IS 12701 (1996)

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

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.2.3(Carbon Black Content )	-	1000	-
4.2.3(Carbon Dispersion Test)	-	1000	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	1000	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	1000	-
6.1(Finish)	-	1000	-
7.1.1(Resistance to Deformation)	-	1000	-
7.2(Resistance to Impact)	-	2000	-
7.3(Test for Top Load Resistance)	-	2000	-
7.4(Tensile Strength)	-	1000	-
7.5(Flexural Modulus)	-	3000	-
7.6(overall Migration)	-	1000	-
9.2.1(Man-Hole and Hand-Hole Lids)	-	1000	-
9.2(Man-Hole and Hand-Hole Lids)	-	1000	-
9.1(Man-Hole and Hand-Hole Lids)	-	1000	-
4.2.1(Density)	-	1000	-
4.2.2(MFI)	-	1000	-
7.6(overall Migration)	-	1000	-
5.1 Table 1 (7)(Minimum Weight of Tank (Without Lid))	-	1000	-

Complete

31 Aug, 2023

IS 12818 (2010)

Unplasticized polyvinyl chloride (Pvc - U) screen and casing pipes for bore/tubewells - Specification (Second Revision)

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.6(Vicat Softening Temperature IS 12235 (Part 2).)	-	1500	-
9.5(Tensile Strength IS 12235(Part 13))	-	1500	-
9.4 and Table 14(Resistance to External Blows at 0 ?C IS 12235 (Part 9))	-	1500	-
9.3(Density IS 12235 (Part 14))	-	500	-
9.1( Visual Appearance)	-	500	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	500	-
7.4 Table 8 & 9 Fig 1(Segmental length, l5)	-	500	-
7.4 Table 8 & 9 Fig 1(Segmental length, l4)	-	500	-
8.4(Sealing rings - Hardness)	-	500	-
8.1 to 8.3 and Table 11 &12 Fig 3A & 4A(THREADING OF SCREEN ANDCASING PIPES. IS 554.)	-	500	-
7.5 and Table 10 Fig 2A & 2B(Approximate Free Passage Area, in Percent (Mean Value) for Width of Slot (w))	-	500	-
7.5 and Table 10 Fig 2A & 2B(Minimum number of slots on the circumference of the cross-section.)	-	500	-
7.5 and Table 10 Fig 2A & 2B(Summation of slot lengths over internal circumference of the cross- section.)	-	500	-
7.2 and Table 5, 6 & 7 Fig 1B(Wall thickness, Max)	-	500	-
7.2 and Table 5, 6 & 7 Fig 1B(Mean Outer Diameter over Connection)	-	500	-
7.2 and Table 5, 6 & 7 Fig 1B(Outer Diameter at any point, Max)	-	500	-
4.1.2 (Ref. Cl 11 of IS 4669)(Composition -Sulphated ash content )	-	1000	-
4.1.2 (Ref. Cl 5.1. of IS 4669)(Composition - Loss on heating )	-	1000	-
4.1.1 (Ref. 3.4.1. of IS 10151)(Composition - The monomer content (VCM content) in the resin - Annex A ofIS 10151)	-	1000	-
5(COLOUR)	-	500	-
9.7(Effect on Water a) Lead (first extraction) b) Lead (Third extraction) c) Dialkyl Tin C4 & higher homologues measured as Tin (Third extraction) d) Cadmium (All three extracts) e) Mercury (All three extracts) f) Other Toxic Substances )	-	10000	-
4.1.2(K-Value as per IS-4669)	-	4000	-

Complete

31 Aug, 2023

IS 4923 (2017)

Hollow steel sections for structural use - Specification (Third Revision)

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.7.1(Carbon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl.7.1(Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl.7.1(Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl.7.1(Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl.7.1(Silicon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl.7.1(Aluminium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl.7.1(Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl.7.1(Niobium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl.7.1(Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl.7.1(Titanium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl.7.1(Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl.7.1(Carbon Equivalent-IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Depth))	-	300	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Width))	-	300	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Thickness))	-	300	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Area of Section))	-	300	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Moment of Inertia))	-	300	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Moment of Inertia about X-X))	-	300	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Moment of Inertia about Y-Y))	-	300	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Radius of Gyration))	-	300	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Elastic Modulus))	-	300	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Plastic Modulus))	-	300	-
Cl. 10.1, 14.1, 18.1(Straightness)	-	300	-
Cl. 10.4, Fig 2(Concavity, X1)	-	300	-
Cl. 10.4, Fig 2(Convexity, X2)	-	300	-
Cl. 10.7, Fig 5(Total twist, V)	-	300	-
Cl. 15.2, Table 3(Tensile Strength- IS 1608)	-	300	-
Cl. 15.2, Table 3(Yield Strength- IS 1608)	-	300	-
Cl. 15.2, Table 3(Elongation- IS 1608)	-	300	-

Complete

31 Aug, 2023

IS 2185 : Part 2 (1983)

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

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.7(Moisture Movement)	-	4000	-
8.6(Drying shrinkage)	-	4000	-
8.5, Table 1(Water Absorption)	-	1000	-
8.4, Table 1(Compressive strength)	-	7000	-
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)	-	500	-
8.4(Compressive Strength)	-	7000	-
8.5(Water Absorption)	-	1000	-
8.6(Drying Shrinkage)	-	4000	-

Complete

31 Aug, 2023

IS 2185 : Part 1 (2005)

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

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.2 & 4.2(PHYSICAL REQUIREMENTS-Nominal Dimensions 1.Length 2.Hight 3. Width)	-	500	-
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)	-	500	-
9.4- Table 2(PHYSICAL REQUIREMENTS - Compressive Strength 1.Minimum Average Compressive Strength of Units 2.Minimum Average Compressive Strength of Individual Unit)	-	7000	-
9.5(PHYSICAL REQUIREMENTS -Water Absorption)	-	1000	-
9.6(PHYSICAL REQUIREMENTS -Drying Shrinkage)	-	4000	-
9.7(PHYSICAL REQUIREMENTS -Moisture Movement)	-	4000	-
15(Marking)	-	500	-

Complete

31 Aug, 2023

IS 1239 : Part 1 (2004)

Steel tubes, tubulars and other wrought steel fittings - Specification: Part 1 steel tubes (Sixth Revision)

7000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 8(Outer Diameter, Thickness & Mass)	-	400	-
Cl 12(Workmanship)	-	400	-
7, 6.1.1(CARBON)	-	400	-
7, 6.1.1(SULPHUR)	-	400	-
7, 6.1.1(PHOSPHURS)	-	400	-
7, 6.1.1(MANGANESE)	-	400	-
7, 6.1.1(NITROGEN)	-	400	-
7, 6.1.1(ALUMINIUM)	-	400	-
7, 6.1.1(SILICON)	-	400	-
Clause 14.1.1(Elongation Percent)	-	400	-
Cl. 8 Table 3,4 & 5(Outside Diameter)	-	400	-
Cl. 8, 9 Table 3,4 & 5(Thickness)	-	400	-
Cl. 6.5(Height of Internal Fin)	-	400	-
Cl. 8, 9 Table 3,4 & 5(Mass of Tube)	-	400	-
Cl. 11(Length)	-	400	-
Cl. 14.1(Tensile Strength)	-	400	-
Cl. 14.1.1(Elongation)	-	400	-
Cl. 14.2(Bend Test (uto and including 50 mm NB))	-	400	-
Cl. 14.3(Flattening test (Over 50 mm NB))	-	400	-
6.2 AND AS PER IS 10748(CARBON)	-	400	-
6.2 AND AS PER IS 10748(SULPHUR)	-	400	-
6.2 AND AS PER IS 10748(PHOSPHORUS)	-	400	-
6.2 AND AS PER IS 10748(MANGANESE)	-	400	-
6.2 AND AS PER IS 10748(CARBON EQUIVALENT)	-	400	-
6.2 AND AS PER IS 10748(SILICON)	-	400	-
6.2 AND AS PER IS 10748(ALUMINIUM)	-	400	-
6.2 AND AS PER IS 10748(MICRO ALLOY)	-	400	-
6.2 AND AS PER IS 10748(COPPER)	-	400	-
6.2 AND AS PER IS 513(CARBON)	-	400	-
6.2 AND AS PER IS 513(SULPHUR)	-	400	-
6.2 AND AS PER IS 513(PHOSPHORUS)	-	400	-
6.2 AND AS PER IS 513(MANGANESE)	-	400	-
6.2 AND AS PER IS 513(SILICON)	-	400	-
6.2 AND AS PER IS 513(ALUMINIUM)	-	400	-
6.2 AND AS PER IS 513(MICRO ALLOY)	-	400	-
6.2 AND AS PER IS 513(NITROGEN)	-	400	-
12 AND AS PER IS 4736(UNIFORMITY OF ZINC COATING)	-	400	-

Complete

31 Aug, 2023

IS 15658 (2021)

Concrete Paving Blocks - Specification ( First Revision )

15000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles)	-	1000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength )	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength )	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength )	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens))	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens))	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance )	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens))	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance )	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)( Indivdual Compressive strength)	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens))	-	1000	-
Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness)	-	1000	-
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp))	-	1000	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp))	-	1000	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp))	-	1000	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer)	-	1000	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer)	-	1000	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth)	-	1000	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width)	-	1000	-
Clause 7.2, Table No. 2, SI No. (iv) (Indivdual Aspect Ratio, L/Th)	-	1000	-
Clause 7.2, Table No. 2, SI No. (iv) (Aspect Ratio, L/Th)	-	1000	-
Clause 7.2, Table No. 2, SI No. (iii) (Thickness, Th)	-	1000	-
Clause 7.2, Table No. 2, SI No. (ii) (Length, L)	-	1000	-
Clause 7.2, Table No. 2, SI No. (i) (Width, W)	-	1000	-
Clause 7.1.3 (Colour and Texture)	-	1000	-
Clauses 7.1.2 & 9.1.2 (Visual Inspection)	-	1000	-
Clause 7.1.1 (General Quality)	-	1000	-

Complete

31 Aug, 2023

IS 14885 (2001)

Polyethylene pipes for the supply of gaseous fuels - Specification

115000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.4(Colour)	-	500	-
Table-2, 5.1(Conventional Density, IS 7328:1992)	-	1500	-
Table-2, 5.1(Melt Flow Rate, IS 2530:1963)	-	2000	-
Table-2, 5.1(Thermal Staibility, Annex-D)	-	25000	-
Table-2, 5.1(Resistance to gas constituents, Cl 5.5)	-	20000	-
Table-2, 5.1(Pigment dispersion, Annex-E)	-	1500	-
5.2(Anti Oxidant: Cl. 17 of IS 2530)	-	500	-
6.1, Table-3(Ovality Pipe, Cl 6.3.2)	-	500	-
6.1, Table-3(Nominal Outside Diameter of Pipes , Cl 6.3.1)	-	500	-
6.2.1, Table-4(Minimum Wall Thickness, Cl.6.3, Cl.6.2.1.1, Table-5)	-	500	-
6.4(Length of pipe)	-	500	-
8.1(Hydraulic Charactristics, Annex-A)	-	20000	-
8.2(Reversion Test. Annex-C)	-	2500	-
8.3(Density, Annex A of IS 7328)	-	500	-
8.4(Melt Flow Rate (MFR), IS 2530)	-	1500	-
8.5(Thermal Stability to Oxidation, Annex-D)	-	25000	-
8.7(Tensile yield strength, Annex-J)	-	2500	-
8.7(Elongation at break, Annex-J)	-	2500	-
8.8(Resistance to Weathering, Annex-F)	-	25000	-
8.9(Squeeze off, Annex-G)	-	2500	-
8.6 & Table-2(Volatile Content: Annex-H of IS 14885)	-	2000	-
8.5 & Table-2(Thermal Stability to Oxidation, Annex-D of IS 14885)	-	20000	-

Complete

31 Aug, 2023

IS 2185 : Part 3 (1984)

Concrete Masonry Units Part 3 Autoclaved Cellular Aerated Concrete Blocks

25000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
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)	-	500	-
8.6( Drying Shrinkage )	-	4500	-
8.4(Physical requirments- Compressive strength)	-	5000	-
3.4(Special Faces)	-	500	-
8.5(Thermal Conductivity)	-	14000	-

Complete

31 Aug, 2023

IS 1786 (2008)

High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision)

12000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 7.2(Weight)	-	500	-
Cl 6.1(Length, Width & Thickness)	-	500	-
Cl 5(Deformations and Surface Characteristics)	-	500	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON +EQUIVELENT )	-	500	-
4.1(Sulphur and phosphorous)	-	500	-
4.1( Nitrogen%)	-	500	-
4.1(Ni)	-	500	-
4.1(Mo)	-	500	-
4.1(Cr)	-	500	-
4.1( Ti)	-	500	-
4.1(V)	-	500	-
4.1( Nb)	-	500	-
4.1( Aluminium %)	-	500	-
4.1( Copper %)	-	500	-
4.1(Silicon %)	-	500	-
4.1(Sulphur %)	-	500	-
4.1(Phosphorus %)	-	500	-
4.1(Manganese %)	-	500	-
4.1(Carbon %)	-	500	-
Cl.9.4 & Cl. 9.4.1(Rebend test)	-	500	-
Cl. 9.3, Table 4(Bend Test )	-	500	-
Cl. 8.1 Table 3(Elongation, percentage)	-	500	-
Cl. 8.1 Table 3(TS/YS ratio)	-	500	-
Cl. 8.1 Table 3(Tensile Strength (TS))	-	500	-
Cl. 7.2 Table -2 (Nominal Mass)	-	500	-
Cl. 6.1(Nominal Size)	-	500	-
Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar))	-	500	-
Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), )	-	500	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR+PHOSPHUR)	-	500	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 MANGANESE)	-	500	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 NITROGEN)	-	500	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 PHOSPHURS)	-	500	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR)	-	500	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON )	-	500	-
Cl.4.2 of IS 1786 (Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl.4.2 of IS 1786 (Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl.4.2 of IS 1786 (Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl.4.2 of IS 1786 (Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl.4.2 of IS 1786 (Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl.4.2 of IS 1786 (Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl.4.2 of IS 1786 (Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D)(Carbon Equivalent)	-	500	-
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Sulphur & Phosphorous)	-	500	-
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Phosphorous- IS 228)	-	500	-
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Sulphur-IS 228)	-	500	-
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Carbon-IS 228)	-	500	-
8.18.1 Table 3(Total elongation at maximum force)	-	500	-
Cl 5(Deformations and Surface Characteristics)	-	500	-
4.2(Niobium (Nb))	-	500	-
4.2(Boron (B))	-	500	-
5.7(PullOut (Bond Test))	-	500	-
Cl. 5.7(Bond Strength at 0.25 mm slip)	-	500	-
Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs)	-	500	-
Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs)	-	500	-
Cl. 5.2(Surface Characteristics)	-	500	-

Complete

31 Aug, 2023

IS 1161 (2014)

Steel tubes for structural purposes - Specification (Fifth Revision)

8000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 6(Outer Diameter, Thickness & Mass)	-	200	-
Cl 7(Workmanship)	-	200	-
Cl 8(Workmanship)	-	200	-
Cl 9(Workmanship)	-	200	-
8 AND AS PER IS 4736(UNIFORMITY OF ZINC COATING)	-	350	-
8 AND AS PER IS 4736(MASS OF ZINC COATING)	-	350	-
5 AND AS PER IS 10748(COPPER)	-	350	-
5 AND AS PER IS 10748(MICRO ALLOY)	-	350	-
5 AND AS PER IS 10748(CARBON EQUIVALENT)	-	350	-
5 AND AS PER IS 10748(CARBON)	-	350	-
Clause - 5.1, Table-3( ALUMINIUM)	-	350	-
Clause - 5.1, Table-3(SILICON)	-	350	-
Clause - 5.1, Table-3(NITROGEN)	-	350	-
Clause - 5.1, Table-3(MANGANESE)	-	350	-
Clause - 5.1, Table-3(PHOSPHURS)	-	350	-
Clause - 5.1, Table-3(SULPHUR)	-	350	-
Clause - 5.1, Table-3( CARBON)	-	350	-
9(Straightness)	-	250	-
Cl 11.3.1(Flattening test (over 50 mm NB))	-	250	-
Cl. 11.2 Table 2(Elongation)	-	250	-
Cl. 11.2 Table 2(Yield strength)	-	250	-
Cl. 6 , 6.2 Table 1(Square of radius of gyyration)	-	200	-
Cl. 6 , 6.2 Table 1(Modulus of section)	-	200	-
Cl. 6 , 6.2 Table 1(Moment of inertia)	-	200	-
Cl. 6 , 6.2 Table 1(Surface internal)	-	200	-
Cl. 6 , 6.2 Table 1(Internal volume)	-	200	-
Cl. 6 , 6.2 Table 1(Area of cross section)	-	200	-
Cl. 6 , 6.2 Table 1(Surface external)	-	200	-
Cl. 6 , 6.2 Table 1(Weight)	-	200	-
Cl. 6 , 6.2 Table 1(Thickness)	-	200	-
Clause 11.2, Table -2(Elongation)	-	250	-
Clause 11.2, Table -2(Yield Strength)	-	250	-
Cl 13(Workmanship)	-	200	-
Cl 8(Workmanship)	-	200	-
Cl 7(Workmanship)	-	200	-
10(Lengths)	-	200	-

Complete

31 Aug, 2023

IS 2062 (2011)

Hot rolled medium and high tensile structural steel - Specification (Seventh Revision)

11500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 18(Weight)	-	500	-
Cl 15(Length, Width & Thickness)	-	500	-
Cl 13(Y Groove Cracking Test)	-	500	-
Cl 12(Sudden Load Applied)	-	500	-
Cl 11.3(Press)	-	500	-
Cl 10.3(UTM)	-	500	-
Cl 7(Workmanship)	-	500	-
Cl. 15 (Cl. 15 Channel Section: Sweep)	-	500	-
Cl. 15(Cl. 15 Channel Section: Camber)	-	500	-
Cl. 15(Cl. 15 Channel Section: Flatness of Web (Concavity))	-	500	-
Cl. 15(Cl. 15 Channel Section: Flatness of Web (Convexity))	-	500	-
Cl. 15(Cl. 15 Channel Section: Flange Out of Square)	-	500	-
Cl. 15(Cl. 15 Channel Section: Width of Flange)	-	500	-
Cl. 15(Cl. 15 Channel Section: Depth)	-	500	-
Cl. 15(Cl. 15 Square Bar: Out of Square)	-	500	-
Cl. 15(Cl. 15 Square Bar: Side Width: Minimum)	-	500	-
Cl. 15(Cl. 15 Square Bar: Side Width: Maximum)	-	500	-
Cl. 15(Cl. 15 Round Bar: Out of Shape)	-	500	-
Cl. 15(Cl. 15 Round Bar: Diameter Minimum)	-	500	-
Cl. 10.3 (Cl. 10.3 (Elongation %))	-	500	-
Cl. 10.3 (Cl. 10.3 (Yield Stress))	-	500	-
Cl. 10.3 (Cl. 10.3 (Tensile Strength))	-	500	-
Clause - 5, 8.1 & 8.2(E650, ALUMINIUM)	-	500	-
Clause - 5, 8.1 & 8.2(E650, SILICON)	-	500	-
Clause - 5, 8.1 & 8.2(E650, NITROGEN)	-	500	-
Clause - 5, 8.1 & 8.2(E650 ,MANGANESE)	-	500	-
Clause - 5, 8.1 & 8.2(E650, PHOSPHURS)	-	500	-
Clause - 5, 8.1 & 8.2(E650, SULPHUR)	-	500	-
Clause - 5, 8.1 & 8.2(E650, CARBON)	-	500	-
Clause - 5, 8.1 & 8.2(E600, CARBON +EQUIVELENT )	-	500	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Carbon Equivalent- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Silicon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Carbon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-

Complete

31 Aug, 2023

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