| 151 |
INDIAN TESTING LABORATORY PRIVATE LIMITED, GREATER NOIDA
| 8171306
| IS 21 (2025) |
Wrought Aluminium and Aluminium Alloys for Manufacture of Utensils - Specification (Fifth Revision) |
- |
7000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-4(General requirements) |
- |
5000 |
|
- |
| Cl-5.1(Material) |
- |
5000 |
|
- |
| Cl-5.2(Chemical composition and mechanical properties of grades in Cl 5.1) |
- |
5000 |
|
- |
| Cl-5.3.1 a("Wrought Aluminium (with Minimum
99 Percent Al Content)- Iron+ Silicon") |
- |
2000 |
|
- |
| Cl-5.3.1 b("Wrought Aluminium (with Minimum
99 Percent Al Content)- Chromium") |
- |
1000 |
|
- |
| Cl-5.3.1 b("Wrought Aluminium (with Minimum
99 Percent Al Content)- Magnesium") |
- |
1000 |
|
- |
| Cl-5.3.1 b("Wrought Aluminium (with Minimum
99 Percent Al Content)- Manganese") |
- |
1000 |
|
- |
| Cl-5.3.1 b("Wrought Aluminium (with Minimum
99 Percent Al Content)- Nickel") |
- |
1000 |
|
- |
| Cl-5.3.1 b("Wrought Aluminium (with Minimum
99 Percent Al Content)- Zinc") |
- |
1000 |
|
- |
| Cl-5.3.1 b("Wrought Aluminium (with Minimum
99 Percent Al Content)- Titanium") |
- |
1000 |
|
- |
| Cl-5.3.1 b("Wrought Aluminium (with Minimum
99 Percent Al Content)- Tin") |
- |
1000 |
|
- |
| Cl-5.3.1 c("Wrought Aluminium (with Minimum
99 Percent Al Content)- Copper") |
- |
1000 |
|
- |
| Cl-5.3.1 Note 1("Wrought Aluminium (with Minimum
99 Percent Al Content)- Aluminium") |
- |
1000 |
|
- |
| Cl-5.3.1 d("Wrought Aluminium (with Minimum
99 Percent Al Content)- Others") |
- |
3000 |
|
- |
| Cl-5.3.2, Table-1 (i)(Wrought Aluminium Alloys-Silicon) |
- |
1000 |
|
- |
| Cl-5.3.2, Table-1 (ii)(Wrought Aluminium Alloys-Iron) |
- |
1000 |
|
- |
| Cl-5.3.2, Table-1 (iii)(Wrought Aluminium Alloys-Copper) |
- |
1000 |
|
- |
| Cl-5.3.2, Table-1 (iv)(Wrought Aluminium Alloys-Manganese) |
- |
1000 |
|
- |
| Cl-5.3.2, Table-1 (v)(Wrought Aluminium Alloys-Magnesium) |
- |
1000 |
|
- |
| Cl-5.3.2, Table-1 (vi)(Wrought Aluminium Alloys-Chromium) |
- |
1000 |
|
- |
| Cl-5.3.2, Table-1 (vii)(Wrought Aluminium Alloys-Nickel) |
- |
1000 |
|
- |
| Cl-5.3.2, Table-1 (viii)(Wrought Aluminium Alloys-Zinc) |
- |
1000 |
|
- |
| Cl-5.3.2, Table-1 (ix)(Wrought Aluminium Alloys -Zirconium) |
- |
1000 |
|
- |
| Cl-5.3.2, Table-1 (x)(Wrought Aluminium Alloys - Titanium) |
- |
1000 |
|
- |
| Cl-5.3.2, Table-1 (Note 3)(Wrought Aluminium Alloys- Aluminium) |
- |
1000 |
|
- |
| Cl-5.3.2, Table-1 (xi)(Wrought Aluminium Alloys- Others) |
- |
3000 |
|
- |
| Cl 5.4(Lead) |
- |
1000 |
|
- |
| Cl 5.4(Cadmium) |
- |
1000 |
|
- |
| Cl 5.4(Arsenic) |
- |
1000 |
|
- |
| Cl-7(Dimension) |
- |
2000 |
|
- |
| Cl-8(EARING TEST (OPTIONAL TEST)) |
- |
2000 |
|
- |
|
15 Aug, 2028 |
-
Included w.e.f.22.07.2025 |
| 152 |
Sleen India Biz venture Private Limited, Agra
| 9139736
| IS 17988 (2022) |
CHLORINATED POLYVINYL CHLORIDE CPVC RESIN SPECIFICATION |
Grade 1,Grade 2 and Grade 3 |
25500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4(Grades) |
- |
500 |
|
- |
| 5.1(Basic Resin) |
- |
2000 |
|
- |
| 5.2 Table - 1 (i)(K Value for PVC resin, Min) |
- |
2000 |
|
- |
| 5.2 Table - 1 (ii)(Inherent Viscosity, Min) |
- |
2000 |
|
- |
| 5.2 Table - 1 (iii)(Sieve Analysis, material retained on 250- micron sieve, percent by weight, Max) |
- |
1500 |
|
- |
| 5.2 Table - 1 (iv)(Average Particle Size, micron) |
- |
1500 |
|
- |
| 5.2 Table - 1 (v)(Apparent density, g/ml) |
- |
1500 |
|
- |
| 5.2 Table - 1 (vi)(Dry Flow of 140 g, sec, Max) |
- |
1000 |
|
- |
| 5.2 Table - 1 (vii)(Volatile Matter, percent, Max) |
- |
1000 |
|
- |
| 5.2 Table - 1 (viii)(Chlorine Content, percent, Min) |
- |
3000 |
|
- |
| 5.2 Table - 1 (ix)(RVCM Content, ppm, Max) |
- |
4500 |
|
- |
| 5.2 Table - 1 (x)(Foreign Matter, Max) |
- |
1000 |
|
- |
| 6(SPECIAL REQUIREMENTS OF POLYMER USED FOR MOULDING) |
- |
3750 |
|
- |
| 7(Packing and Marking) |
- |
250 |
|
- |
|
15 May, 2027 |
-
Included w.e.f. 28.07.2025 |
| 153 |
EKO PRO ENGINEERS PRIVATE LIMITED (32/37) GHAZIABAD
| 8164006
| IS 2879 (1998) |
Mild steel for metal arc welding electrodes - Specification (Third Revision) |
EWR, EWNR |
12000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 7(Workmanship) |
- |
500 |
|
- |
| Cl 8 & 9(Diameter) |
- |
1000 |
|
- |
| Cl 7(Workmanship) |
- |
500 |
|
- |
| Cl 8 & 9(Diameter) |
- |
1000 |
|
- |
| Cl 7(Workmanship) |
- |
500 |
|
- |
| Cl 8 & 9(Diameter) |
- |
1000 |
|
- |
| 6(Carbon %) |
- |
5000 |
|
- |
| 6(Manganese %) |
- |
5000 |
|
- |
| 6(Phosphorus %) |
- |
5000 |
|
- |
| 6(Sulphur %) |
- |
5000 |
|
- |
| 6(Silicon %) |
- |
5000 |
|
- |
| 6( Copper %) |
- |
5000 |
|
- |
| 6( Aluminium %) |
- |
5000 |
|
- |
| 6( Nb) |
- |
5000 |
|
- |
| 6(V) |
- |
5000 |
|
- |
| 6( Ti) |
- |
5000 |
|
- |
| 6(Cr) |
- |
5000 |
|
- |
| 6(Mo) |
- |
5000 |
|
- |
| 6(Ni) |
- |
5000 |
|
- |
| 6(Cr+ Mo+ Ni) |
- |
5000 |
|
- |
| 6(Carbon %) |
- |
5000 |
|
- |
| 6(Manganese %) |
- |
5000 |
|
- |
| 6(Phosphorus %) |
- |
5000 |
|
- |
| 6(Sulphur %) |
- |
5000 |
|
- |
| 6(Silicon %) |
- |
5000 |
|
- |
| 6( Copper %) |
- |
5000 |
|
- |
| 6( Aluminium %) |
- |
5000 |
|
- |
| 6( Nb) |
- |
5000 |
|
- |
| 6(V) |
- |
5000 |
|
- |
| 6( Ti) |
- |
5000 |
|
- |
| 6(Cr) |
- |
5000 |
|
- |
| 6(Mo) |
- |
5000 |
|
- |
| 6(Ni) |
- |
5000 |
|
- |
| 6(Cr+ Mo+ Ni) |
- |
5000 |
|
- |
| 6(Carbon %) |
- |
5000 |
|
- |
| 6(Manganese %) |
- |
5000 |
|
- |
| 6(Phosphorus %) |
- |
5000 |
|
- |
| 6(Sulphur %) |
- |
5000 |
|
- |
| 6(Silicon %) |
- |
5000 |
|
- |
| 6( Copper %) |
- |
5000 |
|
- |
| 6( Aluminium %) |
- |
5000 |
|
- |
| 6( Nb) |
- |
5000 |
|
- |
| 6(V) |
- |
5000 |
|
- |
| 6( Ti) |
- |
5000 |
|
- |
| 6(Cr) |
- |
5000 |
|
- |
| 6(Mo) |
- |
5000 |
|
- |
| 6(Ni) |
- |
5000 |
|
- |
| 6(Cr+ Mo+ Ni) |
- |
5000 |
|
- |
| Cl. 9.2(Maximum Difference between 2 readings taken at any 2 diameters across cross section) |
- |
1000 |
|
- |
| Cl. 8,9(Width across flat) |
- |
1000 |
|
- |
| Cl. 8,9(Length) |
- |
1000 |
|
- |
| Cl 8 & 9(Diameter) |
- |
1000 |
|
- |
| Cl 7(Workmanship) |
- |
500 |
|
- |
| Cl 7(Workmanship) |
- |
500 |
|
- |
| Cl 8 & 9(Diameter) |
- |
1000 |
|
- |
| 9.2 (a)(Width Across Flat) |
- |
1000 |
|
- |
| 9.2 (b)(Diameter Difference) |
- |
1000 |
|
- |
|
27 May, 2028 |
-
Included w.e.f 31.07.2025
Exclusion: Cl 5.2 Macro Examination |
| 154 |
URS PRODUCTS AND TESTING PVT. LTD. (A29), NOIDA
| 8168906
| IS 302 : Part 2 : Sec 9 (2009) |
Safety of household and similar electrical appliances: Part 2 particular requirements: Sec 9 toasters, grills, roasters and similar appliances (First Revision) |
- |
25000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl.32(Verification) |
- |
0 |
|
5% Discount for BIS |
| Cl.31(Verification) |
- |
0 |
|
- |
| Cl.30(Verification) |
- |
0 |
|
- |
| CL.29(Verification) |
- |
0 |
|
- |
| Cl.28(Verification) |
- |
0 |
|
- |
| Cl.27(Verification) |
- |
0 |
|
- |
| Cl.26(Verification) |
- |
0 |
|
- |
| Cl.25(Verification) |
- |
0 |
|
- |
| Cl.24(Verification) |
- |
0 |
|
- |
| Cl.23(Verification) |
- |
0 |
|
- |
| Cl.22(Verification) |
- |
0 |
|
- |
| Cl.21(Verification) |
- |
0 |
|
- |
| Cl.20(Verification) |
- |
0 |
|
- |
| Cl.19(Verification) |
- |
0 |
|
- |
| Cl. 16(Verification) |
- |
0 |
|
- |
| Cl.15(Verification) |
- |
0 |
|
- |
| Cl.14(Verification) |
- |
0 |
|
- |
| Cl.13(Verification) |
- |
0 |
|
- |
| Cl.11(Verification) |
- |
0 |
|
- |
| Cl.10(Verification) |
- |
0 |
|
- |
| Cl.8(Verification) |
- |
0 |
|
- |
| Cl. 7(Verification) |
- |
0 |
|
- |
| Cl. 6(Verification) |
- |
0 |
|
- |
| Cl. 32
IS 302-2-9(Radiation, Toxicity and similar hazards) |
- |
500 |
|
- |
| Cl. 31
IS 302-2-9(Resistance To Rusting ) |
- |
500 |
|
- |
| Cl. 30
IS 302-2-9(Resistance To Heat, Fire And Tracking) |
- |
2500 |
|
- |
| Cl. 29
IS 302-2-9(Creepage Distances, Clearances And Distances Through Insulation) |
- |
1500 |
|
- |
| Cl. 28
IS 302-2-9(Screws and Connections) |
- |
1000 |
|
- |
| Cl. 27
IS 302-2-9(Provision For Earthing ) |
- |
500 |
|
- |
| Cl. 26
IS 302-2-9(Terminal For External Conductors ) |
- |
1000 |
|
- |
| Cl. 25
IS 302-2-9(Supply Connections and External Flexible Cables and Cords ) |
- |
5000 |
|
- |
| Cl. 24
IS 302-2-9(Components) |
- |
1000 |
|
- |
| Cl. 23
IS 302-2-9(Internal Wiring) |
- |
2500 |
|
- |
| Cl. 22
IS 302-2-9(Construction ) |
- |
5000 |
|
- |
| Cl. 21
IS 302-2-9(Mechanical Strength) |
- |
1000 |
|
- |
| Cl. 20
IS 302-2-9(Stability and mechanical Hazards) |
- |
1500 |
|
- |
| Cl. 19
IS 302-2-9(Abnormal Operation ) |
- |
5000 |
|
- |
| Cl. 18
IS 302-2-9(Endurance) |
- |
100 |
|
- |
| Cl. 17
IS 302-2-9(Overload protection of transformers and associated circuits.) |
- |
2500 |
|
- |
| Cl. 16
IS 302-2-9(Leakage Current and Electric strength ) |
- |
1000 |
|
- |
| Cl. 15
IS 302-2-9(Moisture Resistance) |
- |
5000 |
|
- |
| Cl. 14
IS 302-2-9(Transient overvoltage) |
- |
500 |
|
- |
| Cl. 13
IS 302-2-9(Leakage Current & Electric Strength at Operating Temperature) |
- |
1000 |
|
- |
| Cl. 11
IS 302-2-9(Heating) |
- |
5000 |
|
- |
| Cl. 10
IS 302-2-9(Power Input and Current ) |
- |
2500 |
|
- |
| Cl. 9
IS 302-2-9(Starting of motor operated appliances) |
- |
500 |
|
- |
| Cl. 8
IS 302-2-9(Protection against access to live parts) |
- |
2500 |
|
- |
| Cl. 7
IS 302-2-9(Marking and Instruction) |
- |
1000 |
|
- |
| Cl. 6
IS 302-2-9(Classification) |
- |
500 |
|
- |
| 32(Radiation, toxicity and similar hazards) |
- |
0 |
|
- |
| 31(Resistance to rusting) |
- |
0 |
|
- |
| 31(Resistance to rusting) |
- |
0 |
|
- |
| 30.2.4(Resistance to heat and fire) |
- |
0 |
|
- |
| 30.2(Resistance to heat and fire) |
- |
0 |
|
- |
| 30.1(Resistance to heat and fire) |
- |
0 |
|
- |
| 29.3(Clearances, creepage distances and solid insulation) |
- |
0 |
|
- |
| 29.2(Clearances, creepage distances and solid insulation) |
- |
0 |
|
- |
| 29.2(Clearances, creepage distances and solid insulation) |
- |
0 |
|
- |
| 29.1, Table No.- 16, Table No.- 17 & Table No.18(Clearances, creepage distances and solid insulation) |
- |
0 |
|
- |
| 29.1, Table No.- 16, Table No.- 17 & Table No.18(Clearances, creepage distances and solid insulation) |
- |
0 |
|
- |
| 28.2 to 28.4(Screws and connections) |
- |
0 |
|
- |
| 28.1, Table No.-14(Screws and connections) |
- |
0 |
|
- |
| 27.6(Provision for earthing) |
- |
0 |
|
- |
| 27.5(Provision for earthing) |
- |
0 |
|
- |
| 27.1 to 27.4(Provision for earthing) |
- |
0 |
|
- |
| 26.10 & 26.11(Terminals for external conductors) |
- |
0 |
|
- |
| 26.9(Terminals for external conductors) |
- |
0 |
|
- |
| 26.1 to 26.8(Terminals for external conductors) |
- |
0 |
|
- |
| 25.16 to 25.25(Supply connection and external flexible cords) |
- |
0 |
|
- |
| 25.15(Supply connection and external flexible cords) |
- |
0 |
|
- |
| 25.14(Supply connection and external flexible cords) |
- |
0 |
|
- |
| 25.14(Supply connection and external flexible cords) |
- |
0 |
|
- |
| 25.9 to 25.13(Supply connection and external flexible cords) |
- |
0 |
|
- |
| 25.8, Table No.-11(Supply connection and external flexible cords) |
- |
0 |
|
- |
| 25.5 to 25.7(Supply connection and external flexible cords) |
- |
0 |
|
- |
| 25.4(Supply connection and external flexible cords) |
- |
0 |
|
- |
| 25.3(Supply connection and external flexible cords) |
- |
0 |
|
- |
| 25.2(Supply connection and external flexible cords) |
- |
0 |
|
- |
| 25.1(Supply connection and external flexible cords) |
- |
0 |
|
- |
| 24.101(Components) |
- |
0 |
|
- |
| 24.101(Components) |
- |
0 |
|
- |
| 24.2 to 24.6(Components) |
- |
0 |
|
- |
| 24.1(Components) |
- |
0 |
|
- |
| 23.6 to 23.10(Internal wiring) |
- |
0 |
|
- |
| 23.5(Internal wiring) |
- |
0 |
|
- |
| 23.4(Internal wiring) |
- |
0 |
|
- |
| 23.3(Internal wiring) |
- |
0 |
|
- |
| 23.1 & 23.2(Internal wiring) |
- |
0 |
|
- |
| 22.111(Constructions) |
- |
1000 |
|
- |
| 22.111(Constructions) |
- |
1000 |
|
- |
| 22.11o(Constructions) |
- |
1000 |
|
- |
| 22.109(Constructions) |
- |
1000 |
|
- |
| 22.108(Constructions) |
- |
1000 |
|
- |
| 22.101 to 22.107(Constructions) |
- |
1000 |
|
- |
| 22.13 to 22.48(Constructions) |
- |
0 |
|
- |
| 22.12(Constructions) |
- |
500 |
|
- |
| 22.11(Constructions) |
- |
0 |
|
- |
| 22.11(Constructions) |
- |
0 |
|
- |
| 22.7 to 22.10(Constructions) |
- |
0 |
|
- |
| 22.6(Constructions) |
- |
0 |
|
- |
| 22.5(Constructions) |
- |
0 |
|
- |
| 22.4(Constructions) |
- |
0 |
|
- |
| 22.3(Constructions) |
- |
500 |
|
- |
| 22.2(Constructions) |
- |
500 |
|
- |
| 22.1(Constructions) |
- |
500 |
|
- |
| 21.101(MECHANICAL STRENGTH) |
- |
1000 |
|
- |
| 21.101(MECHANICAL STRENGTH) |
- |
0 |
|
- |
| 21.2(MECHANICAL STRENGTH) |
- |
0 |
|
- |
| 21.1(MECHANICAL STRENGTH) |
- |
0 |
|
- |
| 20.2(Stability and mechanical hazards) |
- |
0 |
|
- |
| 20.1(Stability and mechanical hazards) |
- |
0 |
|
- |
| 19.104(ABNORMAL OPERATION) |
- |
1000 |
|
- |
| 19.103(ABNORMAL OPERATION) |
- |
1000 |
|
- |
| 19.102(ABNORMAL OPERATION) |
- |
1000 |
|
- |
| 19.101(ABNORMAL OPERATION) |
- |
1000 |
|
- |
| 19.1 to 19.13, Table No. - 9(ABNORMAL OPERATION) |
- |
500 |
|
- |
| 17(Overload protection of transformers and associated circuits) |
- |
0 |
|
- |
| 16.3(Insulation resistance test) |
- |
0 |
|
- |
| 16.3(Electric strength test) |
- |
0 |
|
- |
| 16.1 & 16.2(Leakage current test) |
- |
0 |
|
- |
| 15.3(Moisture resistance) |
- |
0 |
|
- |
| 15.3(Moisture resistance) |
- |
0 |
|
- |
| 15.3(Moisture resistance) |
- |
0 |
|
- |
| 15.2(Moisture resistance) |
- |
0 |
|
- |
| 15.2(Moisture resistance) |
- |
0 |
|
- |
| 15.2(Moisture resistance) |
- |
0 |
|
- |
| 15.2(Moisture resistance) |
- |
0 |
|
- |
| 15.1(Moisture resistance) |
- |
0 |
|
- |
| 14, Table No.- 6 & Table No.-16(Transient over voltages) |
- |
0 |
|
- |
| 13.3 and Table No.- 4(Electric strength test) |
- |
0 |
|
- |
| 13.1, 13.2(Leakage current test) |
- |
0 |
|
- |
| 13.1, 13.2(Leakage current test) |
- |
0 |
|
- |
| 11.101(Heating) |
- |
0 |
|
- |
| 11.1 to 11.8, Table No.-3(Heating) |
- |
0 |
|
- |
| 10.1 & 10.2 -Table No. 1, Table No. 2(Power Input and Current) |
- |
0 |
|
- |
| 8.1.5(Protection against access to live parts) |
- |
0 |
|
- |
| 8.1.4(Protection against access to live parts) |
- |
0 |
|
- |
| 8.1.3(Protection against access to live parts) |
- |
0 |
|
- |
| 8.1.2(Protection against access to live parts) |
- |
0 |
|
- |
| 8.1, 8.1.1 & 8.2(Protection against access to live parts) |
- |
0 |
|
- |
| 7.14(Legibility & Durability of Markings test) |
- |
0 |
|
- |
| 7.1 to 7.13, 7.15, 7.16(Marking) |
- |
0 |
|
- |
| 32(Radiation, toxicity and similar hazards) |
- |
0 |
|
- |
| 31(Resistance to rusting) |
- |
0 |
|
- |
| 31(Resistance to rusting) |
- |
0 |
|
- |
| 30.2.4(Resistance to heat and fire) |
- |
0 |
|
- |
| 30.2(Resistance to heat and fire) |
- |
0 |
|
- |
| 30.1(Resistance to heat and fire) |
- |
0 |
|
- |
| 29.3(Clearances, creepage distances and solid insulation) |
- |
0 |
|
- |
| 29.2(Clearances, creepage distances and solid insulation) |
- |
0 |
|
- |
| 29.2(Clearances, creepage distances and solid insulation) |
- |
0 |
|
- |
| 29.1, Table No.- 16, Table No.- 17 & Table No.18(Clearances, creepage distances and solid insulation) |
- |
0 |
|
- |
| 29.1, Table No.- 16, Table No.- 17 & Table No.18(Clearances, creepage distances and solid insulation) |
- |
0 |
|
- |
| 28.2 to 28.4(Screws and connections) |
- |
0 |
|
- |
| 28.1, Table No.-14(Screws and connections) |
- |
0 |
|
- |
| 27.6(Provision for earthing) |
- |
0 |
|
- |
| 27.5(Provision for earthing) |
- |
0 |
|
- |
| 27.1 to 27.4(Provision for earthing) |
- |
0 |
|
- |
| 26.10 & 26.11(Terminals for external conductors) |
- |
0 |
|
- |
| 26.9(Terminals for external conductors) |
- |
0 |
|
- |
| 26.1 to 26.8(Terminals for external conductors) |
- |
0 |
|
- |
| 25.16 to 25.25(Supply connection and external flexible cords) |
- |
0 |
|
- |
| 25.15(Supply connection and external flexible cords) |
- |
0 |
|
- |
| 25.14(Supply connection and external flexible cords) |
- |
0 |
|
- |
| 25.14(Supply connection and external flexible cords) |
- |
0 |
|
- |
| 25.9 to 25.13(Supply connection and external flexible cords) |
- |
0 |
|
- |
| 25.8, Table No.-11(Supply connection and external flexible cords) |
- |
0 |
|
- |
| 25.5 to 25.7(Supply connection and external flexible cords) |
- |
0 |
|
- |
| 25.4(Supply connection and external flexible cords) |
- |
0 |
|
- |
| 25.3(Supply connection and external flexible cords) |
- |
0 |
|
- |
| 25.2(Supply connection and external flexible cords) |
- |
0 |
|
- |
| 25.1(Supply connection and external flexible cords) |
- |
0 |
|
- |
| 24.101(Components) |
- |
0 |
|
- |
| 24.101(Components) |
- |
0 |
|
- |
| 24.2 to 24.6(Components) |
- |
0 |
|
- |
| 24.1(Components) |
- |
0 |
|
- |
| 23.6 to 23.10(Internal wiring) |
- |
0 |
|
- |
| 23.5(Internal wiring) |
- |
0 |
|
- |
| 23.4(Internal wiring) |
- |
0 |
|
- |
| 23.3(Internal wiring) |
- |
0 |
|
- |
| 23.1 & 23.2(Internal wiring) |
- |
0 |
|
- |
| 22.111(Constructions) |
- |
0 |
|
- |
| 22.111(Constructions) |
- |
0 |
|
- |
| 22.11o(Constructions) |
- |
0 |
|
- |
| 22.109(Constructions) |
- |
0 |
|
- |
| 22.108(Constructions) |
- |
0 |
|
- |
| 22.101 to 22.107(Constructions) |
- |
0 |
|
- |
| 22.13 to 22.48(Constructions) |
- |
0 |
|
- |
| 22.12(Constructions) |
- |
0 |
|
- |
| 22.11(Constructions) |
- |
0 |
|
- |
| 22.11(Constructions) |
- |
0 |
|
- |
| 22.7 to 22.10(Constructions) |
- |
0 |
|
- |
| 22.6(Constructions) |
- |
0 |
|
- |
| 22.5(Constructions) |
- |
0 |
|
- |
| 22.4(Constructions) |
- |
0 |
|
- |
| 22.3(Constructions) |
- |
0 |
|
- |
| 22.2(Constructions) |
- |
0 |
|
- |
| 22.1(Constructions) |
- |
0 |
|
- |
| 21.101(MECHANICAL STRENGTH) |
- |
0 |
|
- |
| 21.101(MECHANICAL STRENGTH) |
- |
0 |
|
- |
| 21.2(MECHANICAL STRENGTH) |
- |
0 |
|
- |
| 21.1(MECHANICAL STRENGTH) |
- |
0 |
|
- |
| 20.2(Stability and mechanical hazards) |
- |
0 |
|
- |
| 20.1(Stability and mechanical hazards) |
- |
0 |
|
- |
| 19.104(ABNORMAL OPERATION) |
- |
0 |
|
- |
| 19.103(ABNORMAL OPERATION) |
- |
0 |
|
- |
| 19.102(ABNORMAL OPERATION) |
- |
0 |
|
- |
| 19.101(ABNORMAL OPERATION) |
- |
0 |
|
- |
| 19.1 to 19.13, Table No. - 9(ABNORMAL OPERATION) |
- |
0 |
|
- |
| 17(Overload protection of transformers and associated circuits) |
- |
0 |
|
- |
| 16.3(Insulation resistance test) |
- |
0 |
|
- |
| 16.3(Electric strength test) |
- |
0 |
|
- |
| 16.1 & 16.2(Leakage current test) |
- |
0 |
|
- |
| 15.3(Moisture resistance) |
- |
0 |
|
- |
| 15.3(Moisture resistance) |
- |
0 |
|
- |
| 15.3(Moisture resistance) |
- |
0 |
|
- |
| 15.2(Moisture resistance) |
- |
0 |
|
- |
| 15.2(Moisture resistance) |
- |
0 |
|
- |
| 15.2(Moisture resistance) |
- |
0 |
|
- |
| 15.2(Moisture resistance) |
- |
0 |
|
- |
| 15.1(Moisture resistance) |
- |
0 |
|
- |
| 14, Table No.- 6 & Table No.-16(Transient over voltages) |
- |
0 |
|
- |
| 13.3 and Table No.- 4(Electric strength test) |
- |
0 |
|
- |
| 13.1, 13.2(Leakage current test) |
- |
0 |
|
- |
| 13.1, 13.2(Leakage current test) |
- |
0 |
|
- |
| 11.101(Heating) |
- |
0 |
|
- |
| 11.1 to 11.8, Table No.-3(Heating) |
- |
0 |
|
- |
| 10.1 & 10.2 -Table No. 1, Table No. 2(Power Input and Current) |
- |
0 |
|
- |
| 8.1.5(Protection against access to live parts) |
- |
0 |
|
- |
| 8.1.4(Protection against access to live parts) |
- |
0 |
|
- |
| 8.1.3(Protection against access to live parts) |
- |
0 |
|
- |
| 8.1.2(Protection against access to live parts) |
- |
0 |
|
- |
| 8.1, 8.1.1 & 8.2(Protection against access to live parts) |
- |
0 |
|
- |
| 7.14(Legibility & Durability of Markings test) |
- |
0 |
|
- |
| 7.1 to 7.13, 7.15, 7.16(Marking) |
- |
0 |
|
- |
| 32(Radiation ,Toxicity and similar hazards) |
- |
0 |
|
- |
| 31(Resistance to Rusting) |
- |
0 |
|
- |
| 30(Resistance to Heat & Fire) |
- |
0 |
|
- |
| 29(Clearances, Creepage Distances & Solid Insulation) |
- |
0 |
|
- |
| 28(Screws & Connections) |
- |
0 |
|
- |
| 27(Provision For Earthing) |
- |
0 |
|
- |
| 26(Terminals For External Conductors) |
- |
0 |
|
- |
| 25(Supply Connection & External Flexible Cords) |
- |
0 |
|
- |
| 24(Components) |
- |
0 |
|
- |
| 23(Internal wiring) |
- |
0 |
|
- |
| 22(Construction) |
- |
0 |
|
- |
| 21(Mechanical strength) |
- |
0 |
|
- |
| 20(Stability & Mechanical Hazards) |
- |
0 |
|
- |
| 19(Abnormal Operation) |
- |
0 |
|
- |
| 17(Overload Protection/ Overload Protection of Transformers & Associated Circuits) |
- |
0 |
|
- |
| 16(Leakage Current and Electric Strength) |
- |
0 |
|
- |
| 15(Moisture Resistance) |
- |
0 |
|
- |
| 14(Transient Over Voltage) |
- |
0 |
|
- |
| 13(Leakage Current and Electric Strength at Operating Temperature) |
- |
0 |
|
- |
| 11(Temperature Rise/ Heating) |
- |
0 |
|
- |
| 10(Power Input
& Current) |
- |
0 |
|
- |
| 9(Starting Of Motor Operated Appliances) |
- |
0 |
|
- |
| 8(Protection against access to live parts) |
- |
0 |
|
- |
| 32(Radiation ,Toxicity and similar hazards) |
- |
0 |
|
- |
| 31(Resistance to Rusting) |
- |
0 |
|
- |
| 30(Resistance to Heat & Fire) |
- |
0 |
|
- |
| 29(Clearances, Creepage Distances & Solid Insulation) |
- |
0 |
|
- |
| 28(Screws & Connections) |
- |
0 |
|
- |
| 27(Provision For Earthing) |
- |
0 |
|
- |
| 26(Terminals For External Conductors) |
- |
0 |
|
- |
| 25(Supply Connection & External Flexible Cords) |
- |
0 |
|
- |
| 24(Components) |
- |
0 |
|
- |
| 23(Internal wiring) |
- |
0 |
|
- |
| 22(Construction) |
- |
0 |
|
- |
| 21(Mechanical strength) |
- |
0 |
|
- |
| 20(Stability & Mechanical Hazards) |
- |
0 |
|
- |
| 19(Abnormal Operation) |
- |
0 |
|
- |
| 17(Overload Protection/ Overload Protection of Transformers & Associated Circuits) |
- |
0 |
|
- |
| 16(Leakage Current and Electric Strength) |
- |
0 |
|
- |
| 15(Moisture Resistance) |
- |
0 |
|
- |
| 14(Transient Over Voltage) |
- |
0 |
|
- |
| 13(Leakage Current and Electric Strength at Operating Temperature) |
- |
0 |
|
- |
| 11(Temperature Rise/ Heating) |
- |
0 |
|
- |
| 10(Power Input
& Current) |
- |
0 |
|
- |
| 9(Starting Of Motor Operated Appliances) |
- |
0 |
|
- |
| 8(Protection against access to live parts) |
- |
0 |
|
- |
| 19.11.4.1(Electrostatic discharges) |
- |
10000 |
|
- |
| 19.11.4.2(Radiated fields) |
- |
15000 |
|
- |
| 19.11.4.3(Fast transient bursts) |
- |
25000 |
|
- |
| 19.11.4.4(Surge immunity test) |
- |
10000 |
|
- |
| 19.11.4.5(Immunity to conducted discharges) |
- |
25000 |
|
- |
| 19.11.4.6(Class 3 Voltage dips and interruptions) |
- |
10000 |
|
- |
| 19.11.4.7(Harmonics) |
- |
15000 |
|
- |
|
26 Sep, 2027 |
-
Included w.e.f. 28.07.2025 |
| 155 |
BIS, Patna Branch Laboratory (PBL)
| None
| IS 14543 (2016) |
Packaged drinking water (Other Than Packaged Natural Mineral Water) - Specification (Second Revision) |
- |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.3 Table-4 ii
(Beta emitters) |
- |
|
|
|
| 5.3 Table-4 i
(Alpha emitters) |
- |
|
|
|
| 5.4 ii) (Total pesticied residue) |
- |
|
|
|
| 5.4 i) (Dieldrin) |
- |
|
|
|
| 5.4 i) (Aldrin) |
- |
|
|
|
| 5.4 i) (Malaoxon) |
- |
|
|
|
| 5.4 i) (Malathion) |
- |
|
|
|
| 5.4 i) (Methyl Paraoxon) |
- |
|
|
|
| 5.4 i) (Methyl Parathion) |
- |
|
|
|
| 5.4 i) (Atrazine) |
- |
|
|
|
| 5.4 i) (Alachlor) |
- |
|
|
|
| 5.4 i) (Isoproturon) |
- |
|
|
|
| 5.4 i) (Butachlor) |
- |
|
|
|
| 5.4 i) (2,4-D) |
- |
|
|
|
| 5.4 i) (phorate sulphone) |
- |
|
|
|
| 5.4 i) (Phorate sulphoxide) |
- |
|
|
|
| 5.4 i) (Phorate) |
- |
|
|
|
| 5.4 i) (Chlorpyrifos) |
- |
|
|
|
| 5.4 i) (Ethion) |
- |
|
|
|
| 5.4 i) (Monocrotophos) |
- |
|
|
|
| 5.4 i) (Endosulfan Sulphate) |
- |
|
|
|
| 5.4 i) (beta-Endosulfan) |
- |
|
|
|
| 5.4 i) (alpha-Endosulfan) |
- |
|
|
|
| 5.4 i) (Delta-HCH) |
- |
|
|
|
| 5.4 i) (beta-HCH) |
- |
|
|
|
| 5.4 i) (alpha-HCH) |
- |
|
|
|
| 5.4 i) (Gamma-HCH (Lindane)) |
- |
|
|
|
|
- |
-
- |
| 156 |
DELHI TEST HOUSE, Azadhpur
| 8131406
| IS 21 (2025) |
Wrought Aluminium and Aluminium Alloys for Manufacture of Utensils - Specification (Fifth Revision) |
all |
14500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-5.1(Material) |
- |
3500 |
|
Rs. 1000 EXTRA PER OTHER ELEMENT |
| Cl-5.2(Chemical composition and mechanical properties of grades in Cl 5.1) |
- |
8500 |
|
Rs. 1000 EXTRA PER OTHER ELEMENT |
| Cl-5.3.1 a("Wrought Aluminium (with Minimum
99 Percent Al Content)- Iron+ Silicon") |
- |
500 |
|
Rs. 1000 EXTRA PER OTHER ELEMENT |
| Cl-5.3.1 b("Wrought Aluminium (with Minimum
99 Percent Al Content)- Chromium") |
- |
500 |
|
Rs. 1000 EXTRA PER OTHER ELEMENT |
| Cl-5.3.1 b("Wrought Aluminium (with Minimum
99 Percent Al Content)- Magnesium") |
- |
500 |
|
Rs. 1000 EXTRA PER OTHER ELEMENT |
| Cl-5.3.1 b("Wrought Aluminium (with Minimum
99 Percent Al Content)- Manganese") |
- |
500 |
|
Rs. 1000 EXTRA PER OTHER ELEMENT |
| Cl-5.3.1 b("Wrought Aluminium (with Minimum
99 Percent Al Content)- Nickel") |
- |
500 |
|
Rs. 1000 EXTRA PER OTHER ELEMENT |
| Cl-5.3.1 b("Wrought Aluminium (with Minimum
99 Percent Al Content)- Zinc") |
- |
500 |
|
Rs. 1000 EXTRA PER OTHER ELEMENT |
| Cl-5.3.1 b("Wrought Aluminium (with Minimum
99 Percent Al Content)- Titanium") |
- |
500 |
|
Rs. 1000 EXTRA PER OTHER ELEMENT |
| Cl-5.3.1 b("Wrought Aluminium (with Minimum
99 Percent Al Content)- Tin") |
- |
500 |
|
Rs. 1000 EXTRA PER OTHER ELEMENT |
| Cl-5.3.1 c("Wrought Aluminium (with Minimum
99 Percent Al Content)- Copper") |
- |
500 |
|
Rs. 1000 EXTRA PER OTHER ELEMENT |
| Cl-5.3.1 Note 1("Wrought Aluminium (with Minimum
99 Percent Al Content)- Aluminium") |
- |
500 |
|
Rs. 1000 EXTRA PER OTHER ELEMENT |
| Cl-5.3.2, Table-1 (i)(Wrought Aluminium Alloys-Silicon) |
- |
500 |
|
Rs. 1000 EXTRA PER OTHER ELEMENT |
| Cl-5.3.2, Table-1 (ii)(Wrought Aluminium Alloys-Iron) |
- |
500 |
|
Rs. 1000 EXTRA PER OTHER ELEMENT |
| Cl-5.3.2, Table-1 (iii)(Wrought Aluminium Alloys-Copper) |
- |
500 |
|
Rs. 1000 EXTRA PER OTHER ELEMENT |
| Cl-5.3.2, Table-1 (iv)(Wrought Aluminium Alloys-Manganese) |
- |
500 |
|
Rs. 1000 EXTRA PER OTHER ELEMENT |
| Cl-5.3.2, Table-1 (v)(Wrought Aluminium Alloys-Magnesium) |
- |
500 |
|
Rs. 1000 EXTRA PER OTHER ELEMENT |
| Cl-5.3.2, Table-1 (vi)(Wrought Aluminium Alloys-Chromium) |
- |
500 |
|
Rs. 1000 EXTRA PER OTHER ELEMENT |
| Cl-5.3.2, Table-1 (vii)(Wrought Aluminium Alloys-Nickel) |
- |
500 |
|
Rs. 1000 EXTRA PER OTHER ELEMENT |
| Cl-5.3.2, Table-1 (viii)(Wrought Aluminium Alloys-Zinc) |
- |
500 |
|
Rs. 1000 EXTRA PER OTHER ELEMENT |
| Cl-5.3.2, Table-1 (ix)(Wrought Aluminium Alloys -Zirconium) |
- |
500 |
|
Rs. 1000 EXTRA PER OTHER ELEMENT |
| Cl-5.3.2, Table-1 (x)(Wrought Aluminium Alloys - Titanium) |
- |
500 |
|
Rs. 1000 EXTRA PER OTHER ELEMENT |
| Cl-5.3.2, Table-1 (Note 3)(Wrought Aluminium Alloys- Aluminium) |
- |
500 |
|
Rs. 1000 EXTRA PER OTHER ELEMENT |
| Cl 5.4(Lead) |
- |
500 |
|
Rs. 1000 EXTRA PER OTHER ELEMENT |
| Cl 5.4(Cadmium) |
- |
500 |
|
Rs. 1000 EXTRA PER OTHER ELEMENT |
| Cl 5.4(Arsenic) |
- |
500 |
|
Rs. 1000 EXTRA PER OTHER ELEMENT |
| Cl-7(Dimension) |
- |
500 |
|
Rs. 1000 EXTRA PER OTHER ELEMENT |
| Cl-5.3.1 d("Wrought Aluminium (with Minimum
99 Percent Al Content)- Others") |
- |
1000 |
|
Rs. 1000 EXTRA PER OTHER ELEMENT |
| Cl-5.3.2, Table-1 (xi)(Wrought Aluminium Alloys- Others) |
- |
1000 |
|
Rs. 1000 EXTRA PER OTHER ELEMENT |
| Cl-5.1(Material) |
- |
- |
|
- |
| Cl-5.2(Chemical composition and mechanical properties of grades in Cl 5.1) |
- |
- |
|
- |
| Cl-5.3.1 a("Wrought Aluminium (with Minimum
99 Percent Al Content)- Iron+ Silicon") |
- |
- |
|
- |
| Cl-5.3.1 b("Wrought Aluminium (with Minimum
99 Percent Al Content)- Chromium") |
- |
- |
|
- |
| Cl-5.3.1 b("Wrought Aluminium (with Minimum
99 Percent Al Content)- Magnesium") |
- |
- |
|
- |
| Cl-5.3.1 b("Wrought Aluminium (with Minimum
99 Percent Al Content)- Manganese") |
- |
- |
|
- |
| Cl-5.3.1 b("Wrought Aluminium (with Minimum
99 Percent Al Content)- Nickel") |
- |
- |
|
- |
| Cl-5.3.1 b("Wrought Aluminium (with Minimum
99 Percent Al Content)- Zinc") |
- |
- |
|
- |
| Cl-5.3.1 b("Wrought Aluminium (with Minimum
99 Percent Al Content)- Titanium") |
- |
- |
|
- |
| Cl-5.3.1 b("Wrought Aluminium (with Minimum
99 Percent Al Content)- Tin") |
- |
- |
|
- |
| Cl-5.3.1 c("Wrought Aluminium (with Minimum
99 Percent Al Content)- Copper") |
- |
- |
|
- |
| Cl-5.3.1 Note 1("Wrought Aluminium (with Minimum
99 Percent Al Content)- Aluminium") |
- |
- |
|
- |
| Cl-5.3.2, Table-1 (i)(Wrought Aluminium Alloys-Silicon) |
- |
- |
|
- |
| Cl-5.3.2, Table-1 (ii)(Wrought Aluminium Alloys-Iron) |
- |
- |
|
- |
| Cl-5.3.2, Table-1 (iii)(Wrought Aluminium Alloys-Copper) |
- |
- |
|
- |
| Cl-5.3.2, Table-1 (iv)(Wrought Aluminium Alloys-Manganese) |
- |
- |
|
- |
| Cl-5.3.2, Table-1 (v)(Wrought Aluminium Alloys-Magnesium) |
- |
- |
|
- |
| Cl-5.3.2, Table-1 (vi)(Wrought Aluminium Alloys-Chromium) |
- |
- |
|
- |
| Cl-5.3.2, Table-1 (vii)(Wrought Aluminium Alloys-Nickel) |
- |
- |
|
- |
| Cl-5.3.2, Table-1 (viii)(Wrought Aluminium Alloys-Zinc) |
- |
- |
|
- |
| Cl-5.3.2, Table-1 (ix)(Wrought Aluminium Alloys -Zirconium) |
- |
- |
|
- |
| Cl-5.3.2, Table-1 (x)(Wrought Aluminium Alloys - Titanium) |
- |
- |
|
- |
| Cl-5.3.2, Table-1 (Note 3)(Wrought Aluminium Alloys- Aluminium) |
- |
- |
|
- |
| Cl 5.4(Lead) |
- |
- |
|
- |
| Cl 5.4(Cadmium) |
- |
- |
|
- |
| Cl 5.4(Arsenic) |
- |
- |
|
- |
| Cl-7(Dimension) |
- |
- |
|
- |
| Cl-5.3.1 d("Wrought Aluminium (with Minimum
99 Percent Al Content)- Others") |
- |
- |
|
- |
| Cl-5.3.2, Table-1 (xi)(Wrought Aluminium Alloys- Others) |
- |
- |
|
- |
|
17 Jun, 2027 |
-
Included w.e.f. 30.07.2025
Exclusion: Cl-8 (EARING TEST (OPTIONAL TEST)), Cl-4 (General requirements) |
| 157 |
National Test House (WR) - NTH, Mumbai
| 7107604
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
- |
28000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl. 7.2 Table -2 (Nominal Mass) |
- |
1000 |
|
- |
| Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), ) |
- |
1000 |
|
- |
| Cl. 8.1 Table 3(Tensile Strength (TS)) |
- |
1000 |
|
- |
| Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
1000 |
|
- |
| Cl. 8.1 Table 3(Elongation, percentage) |
- |
1000 |
|
- |
| 8.18.1 Table 3(Total elongation at maximum force) |
- |
1000 |
|
- |
| Cl. 8.1 Table 3(TS/YS Ratio) |
- |
500 |
|
- |
| Cl. 9.3, Table 4(Bend Test ) |
- |
1500 |
|
- |
| Cl.9.4 & Cl. 9.4.1(Rebend test) |
- |
1500 |
|
- |
| 5.7(PullOut (Bond Test)) |
- |
15000 |
|
- |
| 4.1(Carbon %) |
- |
500 |
|
- |
| 4.1(Manganese %) |
- |
500 |
|
- |
| 4.1(Silicon %) |
- |
500 |
|
- |
| 4.1(Sulphur %) |
- |
500 |
|
- |
| 4.1(Phosphorus %) |
- |
500 |
|
- |
| 4.1(Sulphur and phosphorous) |
- |
500 |
|
- |
| 4.1( Aluminium %) |
- |
500 |
|
- |
| 4.1( Copper %) |
- |
500 |
|
- |
| 4.1( Nitrogen%) |
- |
500 |
|
- |
| 4.1(CE) |
- |
500 |
|
- |
| Clause 4.2 Note 2, Amendment 1 & 3(Nb+V+B+Ti) |
- |
500 |
|
- |
| Clause 4.2 Note 3, Amendment 1 & 3(Cr+Cu+Ni+Mo+P) |
- |
500 |
|
- |
|
24 Jul, 2025 |
-
- |
| 158 |
National Test House (WR) - NTH, Mumbai
| 7107604
| IS 3589 (2001) |
Steel pipes for water and sewage (168.3 To 2540 Mm Outside Diameter) - Specification (Third Revision) |
Fe330, Fe410, Fe450 Size 168.3mm to 2540mm Dia |
11500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 9.1(Tensile test-Yield Strength) |
- |
3000 |
|
- |
| 9.1(Tensile test-Strength) |
- |
3000 |
|
- |
| 9.1(Tensile test- Elongation) |
- |
3000 |
|
- |
| 14.1(Visual inspection, Appearance and Workmanship) |
- |
1000 |
|
- |
| 14.2(Visual inspection, Appearance and Workmanship) |
- |
1000 |
|
- |
| 14.3(Visual inspection, Appearance and Workmanship) |
- |
1000 |
|
- |
| 14.4(Visual inspection, Appearance and Workmanship-Dent Depth(below 610 mm OD)) |
- |
1000 |
|
- |
| 14.4(Visual inspection, Appearance and Workmanship-Dent Depth(Above 610 mm OD)) |
- |
1000 |
|
- |
| 14.4(Visual inspection, Appearance and Workmanship-Dent Length) |
- |
1000 |
|
- |
| 9.3(Guided bend test(For SAW Pipes)) |
- |
1000 |
|
- |
| 10(Hydaulic pressure test) |
- |
1000 |
|
- |
| 11.1, Table 5.(Outside Diameter (OD)) |
- |
1000 |
|
- |
| 11.1, Table 5.(Thickness) |
- |
1000 |
|
- |
| 11.1, Table 5.(Mass) |
- |
1000 |
|
- |
| 12.3.3(Ovality) |
- |
1000 |
|
- |
| 12.5(Strightness) |
- |
1000 |
|
- |
| 9.2.1(Flattening test for
ERW pipes ) |
- |
1000 |
|
- |
| 9.2.3(Flattening Test for
seamless pipes) |
- |
1000 |
|
- |
| 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(Sulphur Content IS 228) |
- |
500 |
|
- |
| 8.1 Table 2 Table 3(Phosphorus Content IS 228) |
- |
500 |
|
- |
| 8.1(CE) |
- |
500 |
|
- |
|
24 Jul, 2025 |
-
- |
| 159 |
National Test House (WR) - NTH, Mumbai
| 7107604
| IS 1161 (2014) |
Steel tubes for structural purposes - Specification (Fifth Revision) |
- |
9500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1 & 6.1, 6.1.1 & 6.1.3 , Table 1(Outer Diameter - SOP MT-23) |
- |
1000 |
|
- |
| Cl. 6 , 6.2 Table 1(Thickness) |
- |
1000 |
|
- |
| Cl. 6 , 6.2 Table 1(Weight) |
- |
1000 |
|
- |
| 9(Straightness) |
- |
1000 |
|
- |
| Cl 11(Tensile Test, Flattening Test & Cold Bend Test) |
- |
3000 |
|
- |
| 13.0(Oiling and Painting - Visual) |
- |
1000 |
|
- |
| Cl 11.3.1(Cold bend test (upto & including 50 mm NB)) |
- |
1000 |
|
- |
| Cl 11.3.1(Flattening test (over 50 mm NB)) |
- |
1000 |
|
- |
| 10(Lengths) |
- |
1000 |
|
- |
| Cl 7(Workmanship) |
- |
500 |
|
- |
| Cl 8(Workmanship) |
- |
500 |
|
- |
| Cl 9(Workmanship) |
- |
500 |
|
- |
| Cl 13(Workmanship) |
- |
1000 |
|
- |
| Cl. 11.2 Table 2(Yield strength) |
- |
1000 |
|
- |
| Cl. 11.2 Table 2(Elongation) |
- |
1000 |
|
- |
| 8.0(Mass of Zinc coating - IS:6745) |
- |
1500 |
|
- |
| 8.0(Uniformity of galvanized coating - IS 4736) |
- |
1500 |
|
- |
| 8.0(Adhesion test-Pivoted Hammer Test - IS 4736) |
- |
1500 |
|
- |
| Clause - 5.1, Table-3( CARBON) |
- |
500 |
|
- |
| Clause - 5.1, Table-3(MANGANESE) |
- |
500 |
|
- |
| Clause - 5.1, Table-3(SILICON) |
- |
500 |
|
- |
| Clause - 5.1, Table-3(SULPHUR) |
- |
500 |
|
- |
| Clause - 5.1, Table-3(PHOSPHURS) |
- |
500 |
|
- |
| Clause - 5.1, Table-3( ALUMINIUM) |
- |
500 |
|
- |
| 5 AND AS PER IS 10748(CARBON EQUIVALENT) |
- |
500 |
|
- |
| 5 AND AS PER IS 10748(COPPER) |
- |
500 |
|
- |
| 5 AND AS PER IS 10748(MICRO ALLOY) |
- |
500 |
|
- |
|
24 Jul, 2025 |
-
- |
| 160 |
National Test House (WR) - NTH, Mumbai
| 7107604
| IS 513 : Part 1 (2016) |
Cold reduced carbon steel sheet and strip: Part 1 cold forming and drawing purpose (Sixth Revision) |
Genral Purpose CR0, 1,2,3,4,5 and all new designations |
12000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7.0(ALUMINIUM) |
- |
500 |
|
- |
| 7.0(MICRO ALLOYS) |
- |
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 9(Workmanship) |
- |
500 |
|
- |
| Cl 8(UTM) |
- |
3000 |
|
- |
| Cl 11(Length, Width & Thickness) |
- |
1000 |
|
- |
| Cl 9.6(Workmanship) |
- |
500 |
|
- |
| Cl 10(Workmanship) |
- |
500 |
|
- |
| Cl. 8.7(Bake Hardening Index) |
- |
3000 |
|
- |
| Cl. 8.6
Table 5A, 5B & 5C(Tensile Strain Hardening Component
(n-Value)) |
- |
3000 |
|
- |
| Cl. 8.5
Table 5A, 5B & 5C(Plastic Strain Ratio
(r bar/r-90)) |
- |
3000 |
|
- |
| Cl. 8.4(Bend Test) |
- |
1500 |
|
- |
| Cl. 8.3 Table 6(Hardness Test
( Only for CR0 & CR1)) |
- |
2000 |
|
- |
| Cl. 8.2(Cupping Test(Only for sheet and coils CR2, CR3, CR4(having thickness 0.5 mm-2.0 mm)) |
- |
1500 |
|
- |
| Cl. 8.1 & Table
5A, 5B & 5C(Elongation at 80 mm gauge length) |
- |
1000 |
|
- |
| Cl. 8.1 & Table
5A, 5B & 5C(Elongation at 50 mm gauge length) |
- |
1000 |
|
- |
| Cl. 8.1 & Table
5A, 5B & 5C(Yield Stress) |
- |
1000 |
|
- |
|
24 Jul, 2025 |
-
- |
| 161 |
National Test House (WR) - NTH, Mumbai
| 7107604
| IS 14846 (2000) |
Sluice valve for water works purposes (50 To 1200 mm size) - specification |
- |
15000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7.2.1(Manufacture - Bodies and Bonnets) |
- |
500 |
|
- |
| 7.5(Guides and Lugs) |
- |
500 |
|
- |
| 7.7.2(Stem and Wedge Nuts) |
- |
500 |
|
- |
| 7.7.3(Stem and Wedge Nuts) |
- |
500 |
|
- |
| 7.7.4(Stem and Wedge Nuts) |
- |
500 |
|
- |
| 7.3 Table 3A 1(Flanges) |
- |
2000 |
|
- |
| 7.4.1(Wedges) |
- |
1000 |
|
- |
| 7.7.1 Table 2,3(Dimension of Stem and Wedge Nuts) |
- |
2000 |
|
- |
| 9(Coating) |
- |
500 |
|
- |
| 10.1 Annex B-1(Hydraulic Test) |
- |
5000 |
|
- |
| 10.1 Annex B-2(Hydraulic Test) |
- |
5000 |
|
- |
| 10.2(Flaw Detection Test for Stems) |
- |
2500 |
|
- |
|
24 Jul, 2025 |
-
- |
| 162 |
National Test House (WR) - NTH, Mumbai
| 7107604
| IS 1239 : Part 1 (2004) |
Steel Tubes, Tubulars and Other Wrought Steel Fittings : Part 1 Steel Tubes (BI-LINGUAL) |
- |
10000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl. 15(Workmanship) |
- |
1000 |
|
- |
| Cl. 14.3(Flattening test (Over 50 mm NB)) |
- |
1000 |
|
- |
| Cl. 14.2(Bend Test (uto and including 50 mm NB)) |
- |
1000 |
|
- |
| Cl. 14.1.1(Elongation) |
- |
3000 |
|
- |
| Cl. 14.1(Tensile Strength) |
- |
3000 |
|
- |
| Cl. 3.3, 10.2(Plain End) |
- |
1000 |
|
- |
| Cl. 11(Length) |
- |
1000 |
|
- |
| Cl. 8, 9 Table 3,4 & 5(Mass of Tube) |
- |
1000 |
|
- |
| Cl. 6.5(Height of Internal Fin) |
- |
1000 |
|
- |
| Cl. 8, 9 Table 3,4 & 5(Thickness) |
- |
1000 |
|
- |
| Cl. 8 Table 3,4 & 5(Outside Diameter) |
- |
1000 |
|
- |
| Clause 14.1.1(Elongation Percent) |
- |
3000 |
|
- |
| Clause 11.3(Approximate Length) |
- |
1000 |
|
- |
| Clause 11.2(Exact Length) |
- |
1000 |
|
- |
| Clause 11.1(Random Length) |
- |
1000 |
|
- |
| Clause 8.1 (Table3,4,5)(Nominal Bore ) |
- |
1000 |
|
- |
| 12 AND AS PER IS 4736(UNIFORMITY OF ZINC COATING) |
- |
1500 |
|
- |
| 12 AND AS PER IS 4736(MASS OF ZINC COATING) |
- |
1500 |
|
- |
| Clause - 6.1.1, Table-1( CARBON) |
- |
500 |
|
- |
| Clause - 6.1.1, Table-1(MANGANESE) |
- |
500 |
|
- |
| Clause - 6.1.1, Table-1(SULPHUR) |
- |
500 |
|
- |
| Clause - 6.1.1, Table-1(PHOSPHURS) |
- |
500 |
|
- |
|
24 Jul, 2025 |
-
- |
| 163 |
National Test House (NWR) - NTH, Jaipur
| 8122904
| IS 3812 (Part 1) (2013) |
Pulverized fuel ash - Specification: Part 1 For use as pozzolana in cement, cement mortar and concrete |
Siliceous/ Calcareous |
13500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7.1-Table 2(ii)(PHYSICAL REQUIREMENTS-Particles retained on 45 micron IS sieve) |
- |
2000 |
|
-- |
| 7.1-Table 2(v)(PHYSICAL REQUIREMENTS-Soundness by autoclave test ) |
- |
2000 |
|
-- |
| 7.1-Table 2(iv)(PHYSICAL REQUIREMENTS-Compressive strength at 28 days) |
- |
3000 |
|
-- |
| 7.1-Table 2(i)(PHYSICAL REQUIREMENTS-Fineness) |
- |
1000 |
|
-- |
| Cl. 6.1, Table 1 - i(Silicon dioxide (SiO2) plus aluminium oxide (Al2O3) plus ironoxide (Fe2O3) - IS 1727) |
- |
500 |
|
- |
| Cl. 6.1, Table 1 - ii(Silicon dioxide (SiO2) - IS 1727) |
- |
500 |
|
- |
| Cl. 6.1, Table 1 - iii(Reactive Silica - Annex B) |
- |
500 |
|
- |
| Cl. 6.1, Table 1 - iv(Magnesium oxide (MgO) - IS 1727) |
- |
500 |
|
- |
| Cl. 6.1, Table 1 - v( Total sulphur as sulphur trioxide (SO3) - IS 1727) |
- |
500 |
|
- |
| Cl. 6.1, Table 1 - vi( Available alkalis as equivalent sodium oxide (Na2O) - Annex C) |
- |
2000 |
|
- |
| Cl. 6.1, Table 1 - vii( Total Chlorides - IS 4032) |
- |
500 |
|
- |
| Cl. 6.1, Table 1 - viii( Loss on ignition - IS 1727) |
- |
500 |
|
- |
| Cl. 6.2(Moisture content of the fly ash when supplied in dry condition - Annex D) |
- |
500 |
|
- |
| 5.1, 7.1, table-2, iii(Lime reacitivity) |
- |
2500 |
|
- |
|
31 Dec, 2026 |
-
- |
| 164 |
National Test House (NWR) - NTH, Jaipur
| 8122904
| IS 269 (2015) |
Ordinary portland cement - Specification (Sixth Revision) |
- |
10000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
500 |
|
-- |
| 7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
500 |
|
-- |
| 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 b(Compressive Strength At 168 hrs ± 2 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 iii b(Setting Time Final) |
- |
500 |
|
-- |
| 7 Table-3 iii a(Setting Time Initial) |
- |
500 |
|
-- |
| 7 Table-3 ii b(Expansion after aeration) |
- |
1000 |
|
-- |
| 7 Table-3 ii b(Expansion by Autoclave) |
- |
1000 |
|
-- |
| 7 Table-3 ii a(Expansion by Le Chatelier) |
- |
2000 |
|
-- |
| 7 Table-3 i.(Fineness) |
- |
1000 |
|
-- |
| 7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 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 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
500 |
|
-- |
| 6.1 Table-2 viii(Alkali content) |
- |
1000 |
|
- |
| 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) |
- |
1000 |
|
- |
| 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 |
|
- |
|
31 Dec, 2026 |
-
- |
| 165 |
National Test House (NWR) - NTH, Jaipur
| 8122904
| IS 1237 (2012) |
Cement Concrete Flooring Tiles - Specification |
- |
7000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
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) |
- |
100 |
|
- |
| 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) |
- |
0 |
|
- |
| 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) |
- |
100 |
|
- |
| 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) |
- |
100 |
|
- |
| 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) |
- |
100 |
|
- |
| 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) |
- |
100 |
|
- |
| Cl 11(Suface Finish) |
- |
100 |
|
- |
| Cl 12.2(Concavity & Convexity ) |
- |
500 |
|
- |
| 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.) |
- |
500 |
|
- |
| Cl 12.4(Shall not exceed 1 percent of the length of the edge.) |
- |
500 |
|
- |
| Cl 12.5(Water absorption) |
- |
1000 |
|
- |
| Cl 12.6(Wet transverse strength ) |
- |
2000 |
|
- |
| Cl 12.7(Resistance to wear) |
- |
2000 |
|
- |
|
31 Dec, 2026 |
-
- |
| 166 |
National Test House (NWR) - NTH, Jaipur
| 8122904
| IS 1489 (Part 1) (2015) |
Portland pozzolana cement - Specification: Part 1 fly Ash Based |
- |
4000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10) |
- |
2000 |
|
-- |
| 7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
1000 |
|
-- |
| 7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
1000 |
|
-- |
| 7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
1000 |
|
-- |
| 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) |
- |
1000 |
|
-- |
| 7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3) |
- |
1000 |
|
-- |
| 7 -Table 2- ii- a(Expansion after aeration - 4031 Part 3) |
- |
2000 |
|
-- |
| 7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3) |
- |
2000 |
|
-- |
| 7 -Table 2- i(Fineness 4031 Part 2) |
- |
1000 |
|
-- |
| 6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985) |
- |
1000 |
|
- |
| 6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985) |
- |
750 |
|
- |
| 6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985) |
- |
750 |
|
- |
| 6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985) |
- |
750 |
|
- |
| 6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985) |
- |
1000 |
|
- |
| 6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985) |
- |
750 |
|
- |
|
31 Dec, 2026 |
-
- |
| 167 |
National Test House (NWR) - NTH, Jaipur
| 8122904
| IS 1659 (2004) |
Block boards - Specification (Fourth Revision) |
BWP-DEC, BWP-COM, MR-DEC, MR-COM |
11000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 8.1.3, 6.3.3, IS 303(Visual Inspection - Permissible Defects - IS 303 [test method for COMMERCIAL type]) |
- |
500 |
|
- |
| 8.1.3, 6.3.3, IS 1328(Visual Inspection - Permissible Defects - IS 1328 [test method for DECORATIVE type]) |
- |
500 |
|
- |
| 7.3(Dimensional Requirements - Length - 8.1.4) |
- |
100 |
|
- |
| 7.3(Dimensional Requirements - Width - 8.1.4) |
- |
100 |
|
- |
| 7.3(Dimensional Requirements - Thickness - Annexure E) |
- |
100 |
|
- |
| 7.3(Dimensional Requirements - Edge Straightness - Annexure D) |
- |
100 |
|
- |
| 7.3(Dimensional Requirements - Squareness - Annexure D) |
- |
100 |
|
- |
| 7.3(Dimensional Requirements - Variation in thickness - Annexure E) |
- |
0 |
|
- |
| 9.2.1(Dimensional Changes caused by humidity - Change in Length - 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 Thickness - at 90% RH - Annexure F) |
- |
0 |
|
- |
| 9.2.1(Dimensional Changes caused by humidity - Change in thickness - at 40% RH - Annexure F) |
- |
0 |
|
- |
| 9.2.1(Dimensional Changes caused by humidity - Delamination - Annexure F) |
- |
0 |
|
- |
| 9.2.1(Dimensional Changes caused by humidity Change in local planeness - Annexure F) |
- |
0 |
|
- |
| 9.2.2 (Resistance to water - Annexure G, Annexure H [For BWP grade]) |
- |
2000 |
|
- |
| 9.2.2 (Resistance to water - Annexure G, Annexure H [For MR Grade]) |
- |
2000 |
|
- |
| 9.2.3(Adhesion of Plies - Annexure H) |
- |
0 |
|
- |
| 9.2.4(Mycological Test [for MR grade only] - Annexure J) |
- |
2000 |
|
- |
| 9.2.5(Modulus of rupture - AVERAGE - Annexure K) |
- |
1000 |
|
- |
| 9.2.5(Modulus of rupture - MINIMUM INDIVIDUAL - Annexure K) |
- |
0 |
|
- |
| 9.2.5(Modulus of elasticity - AVERAGE - Annexure K) |
- |
1000 |
|
- |
| 9.2.5(Modulus of elasticity - MINIMUM INDIVIDUAL - Annexure K) |
- |
0 |
|
- |
| 9.2.6(Spot test - Annexure L) |
- |
2000 |
|
- |
|
31 Dec, 2026 |
-
- |
| 168 |
National Test House (NWR) - NTH, Jaipur
| 8122904
| IS 8041 (1990) |
Rapid hardening portland cement - Specific4tion (Second Revision) |
- |
10000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.1(Fineness 4031 Part 2) |
- |
1000 |
|
-- |
| 6.2.1(Expansion by Le Chatelier- 4031 Part 3) |
- |
1000 |
|
-- |
| 6.2.1.1(Expansion after aeration - 4031 Part 3) |
- |
1000 |
|
-- |
| 6.2.1(Expansion by Autoclave- 4031 Part 3) |
- |
1000 |
|
-- |
| 6.2.1.1(Expansion after aeration- 4031 Part 3) |
- |
1000 |
|
-- |
| 6.3 a)(Setting Time Initial- 4031 Part 5) |
- |
500 |
|
-- |
| 6.3 b)(Setting Time Final- 4031 Part 5) |
- |
500 |
|
-- |
| 6.4 a)(Compressive Strength At 24 hrs ± 30 minutes - IS 4031 Part 6) |
- |
1000 |
|
-- |
| 6.4 b)(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
1000 |
|
-- |
| 5.1 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985) |
- |
500 |
|
- |
| 5.1 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985) |
- |
1000 |
|
- |
| 5.1 - Table - 1 ii(Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985) |
- |
500 |
|
- |
| 5.1 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985) |
- |
1000 |
|
- |
| 5.1 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985) |
- |
500 |
|
- |
| 5.1 - Table - 1 vi(Total loss on ignition - Cl 4.2 of IS 4032:1985) |
- |
500 |
|
- |
|
31 Dec, 2026 |
-
- |
| 169 |
National Test House (NWR) - NTH, Jaipur
| 8122904
| IS 383 (2016) |
Coarse and Fine Aggregate for Concrete - Specification (Third Revision) |
Coarse/Fine |
17250 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 5.1(General) |
- |
15000 |
|
- |
| 5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate)) |
- |
0 |
|
- |
| 5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate)) |
- |
1000 |
|
- |
| 5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate )) |
- |
500 |
|
- |
| 5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate)) |
- |
500 |
|
- |
| 5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate )) |
- |
500 |
|
- |
| 5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness) |
- |
2000 |
|
- |
| 5.5-IS: 2386 (P-5)(Soundness (fine aggregate)) |
- |
2000 |
|
- |
| 5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate)) |
- |
0 |
|
- |
| 5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate )) |
- |
500 |
|
- |
| 5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate )) |
- |
500 |
|
- |
| 5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate)) |
- |
500 |
|
- |
| 5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate)) |
- |
500 |
|
- |
| 5.2- TABLE-2- (Note-3) IS-2386 (P-2)(Mica content (fine aggregate)) |
- |
500 |
|
- |
|
31 Dec, 2026 |
-
- |
| 170 |
National Test House (NWR) - NTH, Jaipur
| 8122904
| IS 15477 (2019) |
Adhesives for use with ceramic tiles and mosaics |
Type-I, II, III, IV, V |
21000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4(Classification) |
- |
1000 |
|
- |
| 5.1(Tensile Adhesion Strength ) |
- |
2500 |
|
- |
| 5.1(Tensile Adhesion Strength) |
- |
2500 |
|
- |
| 5.2(Shear Adhesion Strength ) |
- |
3000 |
|
- |
| 5.2(Shear Adhesion Strength) |
- |
3000 |
|
- |
| 5.2(Shear Adhesion Strength) |
- |
3000 |
|
- |
| 5.3(OpenTime) |
- |
1000 |
|
- |
| 5.4(Adjustment Time) |
- |
1000 |
|
- |
| 5.5(Slip (Required for Vertical Application Only)) |
- |
3000 |
|
- |
| 5.6(Deformability (Required for VerticalApplication Only)) |
- |
3000 |
|
- |
|
31 Dec, 2026 |
-
- |
| 171 |
National Test House (NWR) - NTH, Jaipur
| 8122904
| IS 2202 : Part 1 (1999) |
Wooden flush door shutters (Solid Core Type) - Specification: Part 1 plywood face panels (Sixth Revision) |
- |
18000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 11.15(Screw Withdrawal Strength - IS 4020 (Pt-16)) |
- |
1000 |
|
- |
| 11.15(Screw Withdrawal Resistance test - IS 4020 (Pt-16)) |
- |
0 |
|
- |
| 11.14(Glue Adhesion Test - IS 4020(Pt-15)) |
- |
1000 |
|
- |
| 11.13(Knife Test - IS 4020(Pt-14)) |
- |
1000 |
|
- |
| 11.12(End Immersion Test - IS 4020(Pt-13)) |
- |
1000 |
|
- |
| 11.11(Maximum departure from the general planeness - IS 4020(Pt-12)) |
- |
1000 |
|
- |
| 11.11(The recovery of the original size after subjecting the door to high and low humidity- IS 4020(Pt-12)) |
- |
3000 |
|
- |
| 11.1(Misuse Test - IS 4020(Pt-11)) |
- |
1000 |
|
- |
| 11.9(Slamming Test - IS 4020(Pt-10)) |
- |
1000 |
|
- |
| 11.8(Residual deformation after 15 minutes of unloading - IS 4020(Pt-9)) |
- |
1500 |
|
- |
| 11.8(Initial deflection - IS 4020(Pt-9)) |
- |
0 |
|
- |
| 11.8(Buckling Test - IS 4020(Pt-9)) |
- |
0 |
|
- |
| 11.7(Shock Resistance Test -IS 4020(Pt-8)) |
- |
1500 |
|
- |
| 11.7(Shock Resistance Test -IS 4020(Pt-8)) |
- |
0 |
|
- |
| 11.6(Residual lateral buckling - IS 4020(Pt-7)) |
- |
1500 |
|
- |
| 11.6(Lateral buckling during loading - IS 4020(Pt-7)) |
- |
0 |
|
- |
| 11.6(Residual deflection after removal of load - IS 4020(Pt-7)) |
- |
0 |
|
- |
| 11.6(Deflection of the edge at maximum load - IS 4020(Pt-7)) |
- |
1500 |
|
- |
| 11.5(Residual deflection - IS 4020(Pt-6)) |
- |
0 |
|
- |
| 11.5(Deflection at maximum load - IS 4020(Pt-6)) |
- |
0 |
|
- |
| 11.4(Depth of indentation - IS 4020(Pt-5)) |
- |
1000 |
|
- |
| 11.3(Depth of deviation - IS 4020(Pt-4)) |
- |
0 |
|
- |
| 11.2( Twist, cupping & wrapping - IS 4020 (Pt-3)) |
- |
1000 |
|
- |
| 11.1( Squareness Test - IS 4020 (Pt-2)) |
- |
1000 |
|
- |
| 11.1(Variation in thickness - IS 4020 (Pt-2)) |
- |
0 |
|
- |
| 11.1(Thickness - IS 4020 (Pt-2)) |
- |
1000 |
|
- |
| 11.1(Width- IS 4020 (Pt-2)) |
- |
1000 |
|
- |
| 11.1(Height - IS 4020 (Pt-2)) |
- |
1000 |
|
- |
| 9.3(Workmanship & finish - IS 2202(Pt-1)) |
- |
1000 |
|
- |
| 9.2(Workmanship & finish - IS 2202(Pt-1)) |
- |
0 |
|
- |
| 6.2(Plywood) |
- |
0 |
|
- |
|
31 Dec, 2026 |
-
- |
| 172 |
National Test House (NWR) - NTH, Jaipur
| 8122904
| IS 456 (2000) |
Plain and reinforced concrete - Code of practice (Fourth Revision) |
- |
4000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.4-Table-1 (v)-IS: 3025(P-17)(Suspended matter) |
- |
1000 |
|
- |
| 5.4-Table-1 (iv)-IS: 3025(P-32)(Chloride) |
- |
1000 |
|
- |
| 5.4-Table-1 (ii)-IS: 3025(P-24)(Sulphate) |
- |
1000 |
|
- |
| 5.4-Table-1 (i)-IS: 3025(P-18)(In-Organic) |
- |
1000 |
|
- |
| 5.4-Table-1 (i)-IS: 3025(P-18)(Organic ) |
- |
1000 |
|
- |
| 5.4.2-IS: 3025(P-11)(Ph) |
- |
1000 |
|
- |
| Cl 5.4 (b)(Alkalinity) |
- |
1000 |
|
- |
| Cl 5.4 (a)(Acidity) |
- |
1000 |
|
- |
|
31 Dec, 2026 |
-
- |
| 173 |
National Test House (NWR) - NTH, Jaipur
| 8122904
| IS 1489 : Part 2 (2015) |
Portland - Pozzolana cement - Specification: Part 2 calcined clay based |
Calcined clay based |
11000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7 -Table 2- i(Fineness 4031 Part 2) |
- |
1000 |
|
- |
| 7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3) |
- |
500 |
|
- |
| 7 -Table 2- ii- a(Expansion after aeration - 4031 Part 3) |
- |
0 |
|
- |
| 7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3) |
- |
500 |
|
- |
| 7 -Table 2- ii- b(Expansion after aeration- 4031 Part 3) |
- |
0 |
|
- |
| 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) |
- |
1000 |
|
- |
| 7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
1000 |
|
- |
| 7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
1000 |
|
- |
| 7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10) |
- |
1000 |
|
- |
| 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) |
- |
1000 |
|
- |
| 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) |
- |
1000 |
|
- |
| 6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985) |
- |
1000 |
|
- |
| 6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985) |
- |
2000 |
|
- |
|
31 Dec, 2026 |
-
- |
| 174 |
National Test House (NWR) - NTH, Jaipur
| 8122904
| IS 12406 (2003) |
Medium density fibre boards for general purpose - Specification (First Revision) |
Flat pressed single layer Type, Gr 1 & Gr2 |
13000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 7(Finish) |
- |
500 |
|
- |
| Cl 8(Dimensions & Tolerances) |
- |
500 |
|
- |
| Cl 8(Dimensions & Tolerances) |
- |
0 |
|
- |
| Cl 8(Dimensions & Tolerances) |
- |
0 |
|
- |
| Cl 11.4(Test For Density) |
- |
1000 |
|
- |
| Cl 11.4(Test For Density) |
- |
0 |
|
- |
| Cl 11.5(Test For Moisture Content) |
- |
1000 |
|
- |
| Cl 11.5(Test For Moisture Content) |
- |
0 |
|
- |
| Cl 11.7.1(Due To General Absorption) |
- |
1000 |
|
- |
| Cl 11.9(Test For Internal Bond) |
- |
2000 |
|
- |
| Cl 11.9(Test For Internal Bond) |
- |
2000 |
|
- |
| Cl 11.8(Tesr For Modulus Of Elasticity & Mudulus Of Rupture) |
- |
2000 |
|
- |
| Cl 11.8(Tesr For Modulus Of Elasticity & Mudulus Of Rupture) |
- |
2000 |
|
- |
| Cl 11.8(Tesr For Modulus Of Elasticity & Mudulus Of Rupture) |
- |
0 |
|
- |
| Cl 11.10(Test For Screw Withdrawal Strength) |
- |
1000 |
|
- |
| Cl 11.10(Test For Screw Withdrawal Strength) |
- |
0 |
|
- |
|
31 Dec, 2026 |
-
- |
| 175 |
National Test House (NWR) - NTH, Jaipur
| 8122904
| IS 8042 (2015) |
White portland cement - Specification (Third Revision) |
- |
12000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6 -Table 2- i(Fineness 4031 Part 2) |
- |
1000 |
|
-- |
| 6 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3) |
- |
1000 |
|
-- |
| 6 -Table 2- ii- a(Expansion after aeration - 4031 Part 3) |
- |
1000 |
|
-- |
| 6 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3) |
- |
1000 |
|
-- |
| 6-Table 2- ii- b(Expansion after aeration- 4031 Part 3) |
- |
1000 |
|
-- |
| 6 -Table 2- iii- a(Setting Time Initial- 4031 Part 5) |
- |
500 |
|
-- |
| 6 -Table 2-iii- b(Setting Time Final- 4031 Part 5) |
- |
500 |
|
-- |
| 6 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
1000 |
|
-- |
| 6 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
1000 |
|
-- |
| 6 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
1000 |
|
-- |
| 6 -Table 2- vi(Degree of whiteness-Annex B) |
- |
3000 |
|
-- |
| 5 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985) |
- |
500 |
|
- |
| 5 - Table - 1 ii(Iron oxide - Cl 4.5 of IS 4032:1985) |
- |
500 |
|
- |
| 5 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985) |
- |
500 |
|
- |
| 5 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985) |
- |
1000 |
|
- |
| 5 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985) |
- |
500 |
|
- |
| 5 - Table - 1 vi(Loss on ignition - Cl 4.2 of IS 4032:1985) |
- |
500 |
|
- |
| 5 - Table - 1 vii(Chloride content - Cl 4.13 of IS 4032:1985) |
- |
500 |
|
- |
|
31 Dec, 2026 |
-
- |
| 176 |
National Test House (NWR) - NTH, Jaipur
| 8122904
| IS 4990 (2011) |
Plywood for concrete shuttering works - Specification (Third Revision) |
- |
20000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7.2(DIMENSIONS &
TOLERANCES
) |
- |
1000 |
|
-- |
| 7.2(DIMENSIONS &
TOLERANCES
) |
- |
1000 |
|
-- |
| 7.3(DIMENSIONS &
TOLERANCES
) |
- |
1000 |
|
-- |
| 7.4(DIMENSIONS &
TOLERANCES
) |
- |
1000 |
|
-- |
| 7.4(DIMENSIONS &
TOLERANCES
) |
- |
1000 |
|
-- |
| 8.1(WORKMANSHIP AND FINISH ) |
- |
1000 |
|
-- |
| 8.3(WORKMANSHIP AND FINISH ) |
- |
1000 |
|
-- |
| 10.1.1(MOISTURE CONTENT) |
- |
2000 |
|
-- |
| 10.1.2, 10.1.2.1 (Table-1)(GLUE ADHESION IN DRY STATE) |
- |
2000 |
|
-- |
| 10.1.2, 10.1.2.2(GLUE ADHESION IN DRY STATE) |
- |
2000 |
|
--- |
| 10.1.3, 10.1.3.1.1 (Table-1)(RESISTANCE TO WATER TEST) |
- |
2000 |
|
-- |
| 10.1.3, 10.1.3.1.2(RESISTANCE TO WATER TEST) |
- |
2000 |
|
-- |
| 10.1.4(RESISTANCE TO WATER TEST) |
- |
2000 |
|
--- |
| 10.1.5(MYCOLOGICAL TEST ) |
- |
2000 |
|
-- |
| 10.1.5, 10.1.5.1 (Table-1)(MYCOLOGICAL TEST ) |
- |
2000 |
|
-- |
| 10.1.5.2(MYCOLOGICAL TEST ) |
- |
2000 |
|
-- |
| Cl. 10.1.6(Cl. 10.1.6 (Tensile Strength: Sum of the Tensile Strength in two directions)) |
- |
3000 |
|
--- |
| Cl. 10.1.6 (Cl. 10.1.6 (Tensile Strength: Perpendicular to grain)) |
- |
3000 |
|
-- |
| Cl. 10.1.6(Cl. 10.1.6 (Tensile Strength: Parallel to grain)) |
- |
3000 |
|
-- |
| Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Rupture: Across the Face Grain: Minimum Individual)) |
- |
3000 |
|
-- |
| Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Rupture: Across the Face Grain: Average)) |
- |
3000 |
|
-- |
| Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Rupture: Along the Face Grain: Minimum Individual)) |
- |
3000 |
|
-- |
| Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Rupture: Along the Face Grain: Average)) |
- |
3000 |
|
-- |
| Cl. 10.1.7 (Table 2)(Cl. 10.1.7 (Table 2) (Modulus of Elasticity: Across the Face Grain: Minimum Individual)) |
- |
3000 |
|
-- |
| Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Elasticity: Across the Face Grain: Average)) |
- |
3000 |
|
-- |
| Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Elasticity: Along the Face Grain: Minimum Individual)) |
- |
3000 |
|
-- |
| Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Elasticity: Along the Face Grain: Average)) |
- |
3000 |
|
-- |
| Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Rupture: Across the Face Grain: Minimum Individual)) |
- |
3000 |
|
-- |
| Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Rupture: Across the Face Grain: Average)) |
- |
3000 |
|
-- |
| Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Rupture: Along the Face Grain: Minimum Individual)) |
- |
3000 |
|
-- |
| Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Rupture: Along the Face Grain: Average)) |
- |
3000 |
|
-- |
| Cl. 10.1.8 (Table 3)(Cl. 10.1.8 (Table 3) (Modulus of Elasticity: Across the Face Grain: Minimum Individual)) |
- |
3000 |
|
-- |
| Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Elasticity: Across the Face Grain: Average)) |
- |
3000 |
|
-- |
| Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Elasticity: Along the Face Grain: Minimum Individual)) |
- |
3000 |
|
-- |
| Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Elasticity: Along the Face Grain: Average)) |
- |
3000 |
|
-- |
| 10.1.9(RETENTION OF PRESERVATIVE) |
- |
5000 |
|
-- |
|
31 Dec, 2026 |
-
- |
| 177 |
Bharat Test House Pvt. Ltd. 1668 Sonipat
| 9168306
| IS 1364 : Part 2 (2023) |
Hexagon head bolts screws and nuts of product grades A and B Part 2 Hexagon head screws (Size range M1.6 to M64 ) (Sixth revision of IS 1364 (Part 2)) |
All Grade / Type / Size / Designation |
19000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-4(Dimensions) |
- |
2500 |
|
- |
| Cl-5, Table-5(General requirements) |
- |
2500 |
|
- |
| Cl-5, Table-5(Thread-Tolerance class) |
- |
1000 |
|
- |
| Cl-5, Table-5(Mechanical properties-Steel) |
- |
3500 |
|
- |
| Cl-5, Table-5(Mechanical properties-Stainless steel) |
- |
3500 |
|
- |
| Cl-5, Table-5(Tolerances- Product grade) |
- |
2000 |
|
- |
| Cl-5, Table-5(Surface condition -Electroplated coatings) |
- |
2500 |
|
- |
| Cl-5, Table-5(Surface condition- Non-electrolytically applied zinc flake) |
- |
2500 |
|
- |
| Cl-5, Table-5(Surface condition - Hot dip galvanized coatings) |
- |
2500 |
|
- |
| Cl-5, Table-5("Surface integrity
-Limits for surface discontinuities") |
- |
2500 |
|
- |
| Cl-6(Marking) |
- |
500 |
|
- |
|
26 Jul, 2027 |
-
Included w.e.f. 31.07.2025 |
| 178 |
Central institute of Petrochemicals Engineering & Technology (CIPET), Raipur
| 5163604
| IS 12786 (2024) |
Irrigation equipment - Polyethylene pipes for irrigation laterals - Specification (first revision) |
12 MM TO 32 MM |
13700.00 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-4.1(Material) |
- |
6900.00 |
|
BIS test charge 13700/- and Other test charge 17725/- GST Extra
Material test charge BIS 5331/- and Other test charge 6900/ - GST extra . |
| Cl-4.2(Carbon content of finished PE lateral pipe) |
- |
925.00 |
|
GST extra |
| Cl-5.1(Dimensions of pipes and wall thicknesses) |
- |
500.00 |
|
GST extra |
| Cl-6.0(Visual Appearance) |
- |
500.00 |
|
GST extra |
| Cl-7.1(Hydraulic Characteristics- Internal pressure creep rupture test) |
- |
1000.00 |
|
GST extra |
| Cl-7.1(Hydraulic Characteristics- quality acceptance test) |
- |
3000.00 |
|
GST extra |
| Cl-7.2(Reversion Test) |
- |
1200.00 |
|
specimen charge 500/- GST Extra |
| Cl-7.3(Tensile Test) |
- |
1800.00 |
|
GST Extra |
| Cl-7.3.1(Test Piece) |
- |
500.00 |
|
specimen charge GST Extra |
| Cl-7.3.2(Procedure) |
- |
0.00 |
|
GST Extra |
| Cl-7.4(Susceptibility to Environmental Stress Cracking) |
- |
1200.00 |
|
GST Extra |
| Cl-8.0(Supply of pipes) |
- |
0.00 |
|
- |
| Cl-9.0(Coiling) |
- |
0.00 |
|
- |
| Cl-10.0(Sampling and criteria for conformity) |
- |
0.00 |
|
- |
| Cl-11(Marking) |
- |
0.00 |
|
- |
| 3(Class of Pipe) |
- |
0.00 |
|
- |
| 5.1 & Table 1(Dimensions of Pipes - Outside diameters) |
- |
0.00 |
|
already added clause no.5.0 |
| 5.1 & Table 1(Dimensions of Pipes - Wall thickness) |
- |
0.00 |
|
already added clause no.5.0 |
| 6(Visual Appearance) |
- |
0.00 |
|
- |
| 7.1 & Table 2(Hydraulic Characteristics) |
- |
0.00 |
|
- |
| 7.1 & Table 2(Hydraulic Characteristics) |
- |
0.00 |
|
- |
| 7.2(Reversion Test) |
- |
0.00 |
|
- |
| 7.3(Tensile Strength) |
- |
0.00 |
|
- |
| 7.3(Elongation at Break) |
- |
0.00 |
|
- |
| 7.4(SusceptibiIity to Environmental Stress Cracking) |
- |
0.00 |
|
- |
| 4.2(a)(Carbon Black Content-IS 2530) |
- |
0.00 |
|
- |
| 4.2(b)(Carbon Black Dispersion-IS 2530) |
- |
700.00 |
|
GST EXTRA |
|
25 Apr, 2028 |
-
Included w.e.f.22.07.2025 |
| 179 |
Bharat Test House Pvt. Ltd. 1668 Sonipat
| 9168306
| IS 1364 : Part 1 (2023) |
Hexagon head bolts, screws, and nuts of property grades A and B: Part 1 Hexagon head bolts (Size range M1.6 to M64) (sixth revision) |
All Grade / Type / Size / Designation |
14000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-4(Dimensions) |
- |
2500 |
|
- |
| Cl-5, Table-7(General requirements) |
- |
2500 |
|
- |
| Cl-5, Table-7(Thread-Tolerance class) |
- |
1000 |
|
- |
| Cl-5, Table-7(Mechanical properties- Steel) |
- |
2500 |
|
- |
| Cl-5, Table-7(Mechanical properties-Stainless steel) |
- |
2500 |
|
- |
| Cl-5, Table-7(Tolerances-Product grade) |
- |
500 |
|
- |
| Cl-5, Table-7(Surface condition -Electroplated coatings) |
- |
1500 |
|
- |
| Cl-5, Table-7(Surface condition- Non-electrolytically applied zinc flake) |
- |
1500 |
|
- |
| Cl-5, Table-7(Surface condition - Hot dip galvanized coatings) |
- |
1500 |
|
- |
| Cl-5, Table-7(Surface integrity- Limits for surface discontinuities) |
- |
1500 |
|
- |
| Cl-6(Marking) |
- |
500 |
|
- |
|
26 Jul, 2027 |
-
Included w.e.f. 31.07.2025 |
| 180 |
EKO PRO ENGINEERS PRIVATE LIMITED (32/37) GHAZIABAD
| 8164006
| IS 2830 (2012) |
Carbon steel cast billet ingots, billets, blooms and slabs for re-rolling into steel for general structural purposes - Specification (Third Revision) |
C15,C18,C20,C15MMn,C18MMn,C20MMn,C15HMn,C18HMn,C20HMn,C25HMn |
8500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 9(Workmanship) |
- |
500 |
|
- |
| Cl 10.1(Workmanship) |
- |
500 |
|
- |
| Cl 10.2(Workmanship) |
- |
500 |
|
- |
| Cl 10.2(Press) |
- |
500 |
|
- |
| Cl 10.3(Workmanship) |
- |
500 |
|
- |
| Cl 11(Length, Width & Thickness) |
- |
500 |
|
- |
| Cl 9(Workmanship) |
- |
500 |
|
- |
| Cl 10.1.a)(Workmanship) |
- |
500 |
|
- |
| Cl 10.1.b)(Workmanship) |
- |
500 |
|
- |
| Cl 10.2(Press) |
- |
500 |
|
- |
| Cl 10.3(Workmanship) |
- |
500 |
|
- |
| Cl 11(Length, Width & Thickness) |
- |
500 |
|
- |
| Cl 9(Workmanship) |
- |
500 |
|
- |
| Cl 10.1(Workmanship) |
- |
500 |
|
- |
| Cl 10.2(Workmanship) |
- |
500 |
|
- |
| Cl 10.2(Press) |
- |
500 |
|
- |
| Cl 10.3(Workmanship) |
- |
500 |
|
- |
| Cl 11(Length) |
- |
500 |
|
- |
| 6.1(Carbon %) |
- |
500 |
|
- |
| 6.1(Manganese %) |
- |
5000 |
|
- |
| 6.1(Phosphorus %) |
- |
5000 |
|
- |
| 6.1(Sulphur %) |
- |
5000 |
|
- |
| 6.1(Silicon %) |
- |
5000 |
|
- |
| 6.1( Copper %) |
- |
5000 |
|
- |
| 6.1( Aluminium %) |
- |
5000 |
|
- |
| 6.1( Nb) |
- |
5000 |
|
- |
| 6.1(V) |
- |
5000 |
|
- |
| 6.1( Ti) |
- |
5000 |
|
- |
| 6.1(Cr) |
- |
5000 |
|
- |
| 6.1(Mo) |
- |
5000 |
|
- |
| 6.1(Ni) |
- |
5000 |
|
- |
| 6.1( Nitrogen%) |
- |
5000 |
|
- |
| 6.1(Carbon %) |
- |
5000 |
|
- |
| 6.1(Manganese %) |
- |
5000 |
|
- |
| 6.1(Phosphorus %) |
- |
5000 |
|
- |
| 6.1(Sulphur %) |
- |
5000 |
|
- |
| 6.1(Silicon %) |
- |
5000 |
|
- |
| 6.1( Copper %) |
- |
5000 |
|
- |
| 6.1( Aluminium %) |
- |
5000 |
|
- |
| 6.1( Nb) |
- |
5000 |
|
- |
| 6.1(V) |
- |
5000 |
|
- |
| 6.1( Ti) |
- |
5000 |
|
- |
| 6.1(Cr) |
- |
5000 |
|
- |
| 6.1(Mo) |
- |
5000 |
|
- |
| 6.1(Ni) |
- |
5000 |
|
- |
| 6.1( Nitrogen%) |
- |
5000 |
|
- |
| 6.1(Carbon %) |
- |
5000 |
|
- |
| 6.1(Manganese %) |
- |
5000 |
|
- |
| 6.1(Phosphorus %) |
- |
5000 |
|
- |
| 6.1(Sulphur %) |
- |
5000 |
|
- |
| 6.1(Silicon %) |
- |
5000 |
|
- |
| 6.1( Copper %) |
- |
5000 |
|
- |
| 6.1( Aluminium %) |
- |
5000 |
|
- |
| 6.1( Nb) |
- |
5000 |
|
- |
| 6.1(V) |
- |
5000 |
|
- |
| 6.1( Ti) |
- |
5000 |
|
- |
| 6.1(Cr) |
- |
5000 |
|
- |
| 6.1(Mo) |
- |
5000 |
|
- |
| 6.1(Ni) |
- |
5000 |
|
- |
| 6.1(Nitrogen%) |
- |
5000 |
|
- |
| 11(Thickness) |
- |
500 |
|
- |
| 11(Width) |
- |
500 |
|
- |
| Clause 6.1(IS 2830 : 2012) |
- |
500 |
|
- |
| Cl. 11.2(Out of Squareness) |
- |
500 |
|
- |
| Cl. 10.3(Camber) |
- |
500 |
|
- |
| Cl. 10.2(Bend) |
- |
500 |
|
- |
| Clause 10.3(Camber) |
- |
500 |
|
- |
| Clause 10.2(Bend) |
- |
500 |
|
- |
| Cl 11(Length, Width & Thickness) |
- |
500 |
|
- |
| Cl 10.3(Workmanship) |
- |
500 |
|
- |
| Cl 10.2(Press) |
- |
500 |
|
- |
| Cl 10.2(Workmanship) |
- |
500 |
|
- |
| Cl 10.1(Workmanship) |
- |
500 |
|
- |
| Cl 9(Workmanship) |
- |
500 |
|
- |
| Cl 9(Workmanship) |
- |
500 |
|
- |
| Cl 10.1(Workmanship) |
- |
500 |
|
- |
| Cl 10.2(Workmanship) |
- |
500 |
|
- |
| Cl 10.2(Press) |
- |
500 |
|
- |
| Cl 10.3(Workmanship) |
- |
500 |
|
- |
| Cl 11(Length, Width & Thickness) |
- |
500 |
|
- |
| Clause 6, Table 1 Note : 1(By Calculation) |
- |
5000 |
|
- |
| Clause 6, Table 1 Note : 3(By Calculation) |
- |
5000 |
|
- |
| 6(Carbon as C - IS:228) |
- |
5000 |
|
- |
| 6(Manganese as Mn-IS:228) |
- |
5000 |
|
- |
| 6(Sulphur as S- IS:228) |
- |
5000 |
|
- |
| 6(carbon equivalent (CE)) |
- |
5000 |
|
- |
| 6(Micro alloying elements) |
- |
5000 |
|
- |
| 6(Sulphur + Phosphorus) |
- |
5000 |
|
- |
| 6(Copper as Cu) |
- |
5000 |
|
- |
| 8(Selection of Test samples) |
- |
500 |
|
- |
| 12(Tolerance - IS 2830) |
- |
500 |
|
- |
| 13(Marking) |
- |
500 |
|
- |
| Clause 6, Table 1 Note : 1(Carbon Equivalent) |
- |
5000 |
|
- |
| Clause 6, Table 1 Note : 3(Nb+V+Ti) |
- |
5000 |
|
- |
| Clause 6, Table 1 Note : 9(S+P) |
- |
5000 |
|
- |
| Clause 9(Freedom from Defect) |
- |
500 |
|
- |
| 4(Supply of material) |
- |
500 |
|
- |
| 5(Manufacture) |
- |
500 |
|
- |
| 6.1(Chemical method) |
- |
5000 |
|
- |
| 6.2(Copper bearing quality) |
- |
5000 |
|
- |
| 6.3(Check Analysis) |
- |
5000 |
|
- |
| 10.2(Bend) |
- |
500 |
|
- |
| 10.3(Chamber) |
- |
500 |
|
- |
| 11(Dimensions) |
- |
500 |
|
- |
| 12(Tolrences) |
- |
500 |
|
- |
| 13(Marking) |
- |
500 |
|
- |
| Cl 6.1(Carbon) |
- |
5000 |
|
- |
| Cl 6.1(Sulphur) |
- |
5000 |
|
- |
| Cl 6.1(Phosphorous) |
- |
5000 |
|
- |
| Cl 6.1(Manganese) |
- |
5000 |
|
- |
| Cl 6.1(Silicon) |
- |
5000 |
|
- |
| Cl 6.1(Nitrogen) |
- |
5000 |
|
- |
| Cl 6.1(Carbon Equivalent) |
- |
5000 |
|
- |
| Cl 6.1(Aluminium) |
- |
5000 |
|
- |
| Cl 6.1(Nb) |
- |
5000 |
|
- |
| Cl 6.1(V) |
- |
5000 |
|
- |
| Cl 6.1(Ti) |
- |
5000 |
|
- |
| Cl 6.1(Nb+V+Ti) |
- |
5000 |
|
- |
| Cl 6.1(Sulphur+ Phosphorous) |
- |
5000 |
|
- |
| Cl 6.1(Copper) |
- |
5000 |
|
- |
|
27 May, 2028 |
-
Included w.e.f 22.07.2025 |
