91 |
IS 3975 (1999) |
Low carbon galvanized steel wires, formed wires and tapes for armouring of cables - Specification (Third Revision) |
-
|
4050 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7(Dimensions) |
- |
1000 |
|
NA |
11(Freedom from defects) |
- |
1000 |
|
Freedom from Defects |
9.1(Galvanizing Requirements ) |
- |
1000 |
|
Mass of Coating |
9.2(Galvanizing Requirements ) |
- |
1000 |
|
Uniformity of Coating |
9.3(Galvanizing Requirements ) |
- |
2000 |
|
Adhesion Test |
8.1(Mechanical Properties (as per table 5 of IS 1608)) |
- |
3000 |
|
Tensile |
8.2(Mechanical Properties (as per IS 1717)) |
- |
2000 |
|
Torsion |
8.3(Mechanical Properties (as per IS 1755)) |
- |
2000 |
|
Wrapping |
8.4(Mechanical Properties (as per IS 10810(Part- 42))) |
- |
2000 |
|
Resistance Test |
7(Dimensions) |
- |
1000 |
|
Dimension |
8.1(Mechanical Properties (as per table 5 of IS 1608)) |
- |
3000 |
|
Elongation |
|
Complete
|
|
- |
- |
92 |
IS 9103 (1999) |
Specification for Concrete Admixtures - |
-
|
35000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 4, Table 1A(Slump) |
- |
3000 |
|
Slump |
Cl 4, Table 1 B(Flow) |
- |
5000 |
|
Flow |
Cl 4, Table 1 B(Loss of workability on standing) |
- |
5000 |
|
Loss of Workability on Standing |
Cl 4, Table 1 B(Minimum compressive strength ( 7 Days,28 Days, 6 Month and 1 Year)) |
- |
5000 |
|
Time of setting, allowable deviation from control sample hours |
Cl 4, Table 1A(Water Content, percent of control sample, Max) |
- |
5000 |
|
Time of setting, allowable deviation from control sample hours |
Cl 4, Table 1A(Time of setting, allowable deviation from control sample hours) |
- |
5000 |
|
Time of setting, allowable deviation from control sample hours |
Cl 4, Table 1A(Compressive strength, percent of control sample, Min) |
- |
5000 |
|
Compressive strength, percent of control sample |
Cl 4, Table 1A(Flexural strength, percent of control sample, Min) |
- |
5000 |
|
Flexural strength, percent of control sample |
Cl 4, Table 1A(Length change, percent increase over control sample, Max) |
- |
5000 |
|
Length change, percent increase over control sample |
Cl 4, Table 1A(Bleeding, percent increase over control sample, Max) |
- |
5000 |
|
Bleeding, percent increase over control sample |
Cl 4, Table 1A(Air content (%), Max, over control) |
- |
5000 |
|
Air content (%), Max, over control |
Clause 9, Table- 2( pH) |
- |
750 |
|
pH |
Clause 9, Table- 2(Dry material content ) |
- |
1000 |
|
Dry Material Content |
Clause 9, Table- 2(Ash content) |
- |
750 |
|
Ash Content |
Clause 9, Table- 2(Relative density) |
- |
750 |
|
Relative Density |
Clause 9, Table- 2(Chloride ion content) |
- |
1500 |
|
Chloride Content |
4, Table 1B( minimum Compressive strength percent of control mix concrete 7 days) |
- |
- |
|
- |
Clause 4, Table 1A, SI no. (iii)
(Initial time of setting allowable deviation from control sample) |
- |
- |
|
- |
4, Table 1A(Compressive strength percent of control Sample 1 Day ) |
- |
- |
|
- |
4, Table 1A(Flexural strength percent of control Sample 3 Day) |
- |
- |
|
- |
4, Table 1A(Length Change percent Increase over control Sample 28 Day) |
- |
- |
|
- |
4, Table 1B( minimum Compressive strength percent of control mix concrete 28 days) |
- |
- |
|
- |
4, Table 1B( minimum Compressive strength percent of control mix concrete 6 Months days) |
- |
- |
|
- |
4, Table 1B( minimum Compressive strength percent of control mix concrete 1 Year ) |
- |
- |
|
- |
Clause 4, Table 1A, SI no. (iii)
(Final time of setting allowable deviation from control sample) |
- |
- |
|
- |
4, Table 1A(Compressive strength percent of control Sample 3 Days) |
- |
- |
|
- |
4, Table 1A(Compressive strength percent of control Sample 7 Days) |
- |
- |
|
- |
4, Table 1A(Compressive strength percent of control Sample 28 Days ) |
- |
- |
|
- |
4, Table 1A(Compressive strength percent of control Sample 6 Months ) |
- |
- |
|
- |
4, Table 1A(Compressive strength percent of control Sample 1 year ) |
- |
- |
|
- |
4, Table 1A(Flexural strength percent of control Sample 7 Day) |
- |
- |
|
- |
4, Table 1A(Flexural strength percent of control Sample 28 Day) |
- |
- |
|
- |
4, Table 1A(Length Change percent Increase over control Sample 6 Month) |
- |
- |
|
- |
4, Table 1A(Length Change percent Increase over control Sample 1 year) |
- |
- |
|
- |
|
Complete
|
|
- |
- |
93 |
IS 14151 : Part 1 (1999) |
Irrigation equipment - Sprinkler pipes - Specification: Part 1 polyethylene pipes (First Revision) |
-
|
2000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.1(melt flow rating (MFR) shall not exceed 1.10 g/10 min.) |
- |
2000 |
|
ok |
4.1.1(density shall be between 940.4 kg/m’ and 958.4 kg/m3 (both inclusive) when determined at 27°C according to procedure prescribed in Annex A of IS 7328. The value of the density shall also not differ from the nominal value by more than 3 kg/m2 as per 5.2.1.1 of IS 7328.) |
- |
1000 |
|
ok |
4.1.2(The MFR of the material shall be between 0.2 to 1.1 (both inclusive) when tested at 190 T at a nominal load of 50 N by the method prescribed in 7 of IS 2530. The MFR of the material shall also be within 20% of the value declared by the manufacturer.’) |
- |
2000 |
|
ok |
Cl. 4.2 , IS 2530-1963, Cl. 10(Cabon Black Content) |
- |
1000 |
|
ok |
5.1 table -1(DIMENSIONS OF PIPES) |
- |
3000 |
|
ok |
5.1.2(Ovality) |
- |
1000 |
|
ok |
6.1(VISUAL APPEARANCE) |
- |
500 |
|
ok |
7.1 Table -2(Hydraulic Characteristics) |
- |
10000 |
|
ok |
7.2(Reversion Test) |
- |
5000 |
|
ok |
7.3(Tensile Test) |
- |
2500 |
|
ok |
7.4table-2(Fusion Compatibility Test) |
- |
2000 |
|
ok |
Cl.7.4(Fusion Compatibility Test- a) Quality test) |
- |
2000 |
|
ok |
7.5(Density) |
- |
1000 |
|
ok |
7.6(Melt now Rate (MFR)) |
- |
2000 |
|
ok |
(Cl.4.2)(Carbon black- b) Dispersion of carbon black) |
- |
1000 |
|
ok |
(Cl.4.2)(Carbon black- a)carbon content) |
- |
1000 |
|
ok |
Cl.7.6(Melt Flow Rate) |
- |
2000 |
|
ok |
(Cl.7.5)(Density) |
- |
1000 |
|
ok |
Cl.7.4(Fusion Compatibility Test- b) Acceptance test) |
- |
1000 |
|
ok |
Cl.7.3(Tensile Test - ii)Elongation at Break) |
- |
2000 |
|
ok |
Cl.7.3(Tensile Test- i) Tensile Strength) |
- |
2000 |
|
ok |
Cl.7.2)(Reversion Test) |
- |
1000 |
|
ok1 |
Cl 7.1(Hydraulic Characteristics - Acceptance test) |
- |
5000 |
|
ok |
Cl 7.1(Hydraulic Characteristics - Quality test) |
- |
5000 |
|
- |
Cl.6(Visual Appearance) |
- |
500 |
|
ok |
Cl.5(Dimensions of pipe - ii) Wall thickness maximum) |
- |
1000 |
|
ok |
Cl.5(Dimensions of pipe - ii) Wall thickness minimum) |
- |
1000 |
|
ok |
Cl.5(Dimensions of pipe - i) Outside diameter) |
- |
1000 |
|
ok |
|
Complete
|
|
- |
- |
94 |
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 - |
-
|
12500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7.1,Table 1(Wall thickness) |
- |
1000 |
|
ok |
7.2 ,Table 2&3(Socket Dimensions) |
- |
7000 |
|
ok |
7.3(Dimensions of waste trap(Nahani Trap) |
- |
7000 |
|
ok |
10(Workmanship) |
- |
500 |
|
ok |
11.4,Table 5(Vent cowl) |
- |
7000 |
|
ok |
11.5,Table 6(Pipe Clips) |
- |
7000 |
|
ok |
12.1(Visual appearance) |
- |
500 |
|
ok |
12.2(Stress relief test) |
- |
5000 |
|
ok |
12.3(Vicat softening tempewrature) |
- |
2000 |
|
ok |
Cl.13, IS 12235 (P-7)-2004, (Resistance to Sulphuric Acid) |
- |
2000 |
|
ok |
Cl.14, Annex A(Titanium Di-Oxide Content) |
- |
2000 |
|
ok |
Cl.15, Annex B(Sulphated Ash Content) |
- |
2000 |
|
ok |
16.1(Impact test) |
- |
5000 |
|
ok |
17(Watet tightness of joint) |
- |
1000 |
|
ok |
|
Complete
|
|
- |
- |
95 |
IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
-
|
21000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 9.4(Load In Other Direction From Bend) |
- |
2000 |
|
None |
Cl 9.3(Load In One Direction) |
- |
1000 |
|
None |
Cl 8.1(UTM) |
- |
3000 |
|
None |
Cl 7.2(Weight) |
- |
750 |
|
None |
Cl 6.1(Length, Width & Thickness) |
- |
750 |
|
None |
Cl 5(Deformations and Surface Characteristics) |
- |
10000 |
|
Deformations and Surface Characteristics (Pull Out Test) |
4.1(Carbon %) |
- |
500 |
|
Carbon |
4.1(Manganese %) |
- |
500 |
|
Manganese |
4.1(Sulphur %) |
- |
500 |
|
Sulphur |
4.1(Phosphorus %) |
- |
500 |
|
Phosphorous |
4.1( Nitrogen%) |
- |
1500 |
|
Nitrogen |
4.1(Silicon %) |
- |
500 |
|
Silicon |
4.1(Ni) |
- |
1500 |
|
Nickle |
4.1(Cr) |
- |
750 |
|
Chromium |
4.1(Mo) |
- |
750 |
|
Molybdenum |
4.1( Copper %) |
- |
750 |
|
Copper |
4.1(V) |
- |
1500 |
|
Vanadium |
4.1( Ti) |
- |
1500 |
|
Titanium |
4.1( Nb) |
- |
1500 |
|
Niobium |
4.1( Aluminium %) |
- |
500 |
|
Aluminium |
4.1(Sulphur and phosphorous) |
- |
500 |
|
Sulphur and Phosphorous |
4.1(CE) |
- |
500 |
|
Carbon Equivalent |
Cl.9.4 & Cl. 9.4.1(Rebend test) |
- |
2000 |
|
Rebend Test |
Cl. 9.3, Table 4(Bend Test ) |
- |
1000 |
|
Bend Test |
Cl. 8.1 Table 3(Tensile Strength (TS)) |
- |
3000 |
|
Tensile Test |
Cl. 7.2 Table -2 (Nominal Mass) |
- |
750 |
|
Nominal Mass |
Cl. 6.1(Nominal Size) |
- |
750 |
|
Nominal Size (Specified Length) |
Cl 5(Deformations and Surface Characteristics) |
- |
500 |
|
TS /YS Ratio |
Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), ) |
- |
1000 |
|
Mean area of ribs/unit length |
Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar)) |
- |
1000 |
|
Mean projected area of transverse ribs |
Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
3000 |
|
Yield Stress |
Cl. 8.1 Table 3(Elongation, percentage) |
- |
3000 |
|
Elongation |
Cl 6.1(Length, Width & Thickness) |
- |
3000 |
|
Maximum Extension |
Cl 8.1(UTM) |
- |
3000 |
|
Elongation at maximum Force |
Cl 7.2(Weight) |
- |
1000 |
|
Ribs Contributing to Projected Area |
Cl 9.4(Load In Other Direction From Bend) |
- |
1000 |
|
Gross Cross Sectional Area |
Cl 9.3(Load In One Direction) |
- |
1000 |
|
Visual Inspection |
Cl. 4.3(Visual Inspection.) |
- |
1000 |
|
Visual Inspection |
5.7(PullOut (Bond Test)) |
- |
5000 |
|
Pull Out |
8.18.1 Table 3(Total elongation at maximum force) |
- |
3000 |
|
Total elongation at maximum force |
Cl. 8.1 Table 3(Maximum Extension) |
- |
3000 |
|
Maximum Extension |
Cl. 5.2(Surface Characteristics) |
- |
1000 |
|
Surface Characteristics |
Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A) |
- |
750 |
|
Gross Cross Sectional Area |
Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs) |
- |
1000 |
|
The ribs contributing the projected area - Longitudinal Ribs |
Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs) |
- |
1000 |
|
The ribs contributing the projected area - Transverse Ribs |
Cl. 8.1 Table 3(TS/YS Ratio) |
- |
1000 |
|
TS/YS Ratio |
Cl. 5.7(Date of casting of concrete cubes) |
- |
1000 |
|
Date of casting of concrete cubes |
Cl. 5.7(Date of testing of concrete cubes) |
- |
1000 |
|
Date of testing of concrete cubes |
Cl. 5.7(Average compressive strength of cubes at 28 days) |
- |
1000 |
|
Average compressive strength of cubes at 28 days |
Cl. 5.7(Bond Strength at 0.25 mm slip) |
- |
5000 |
|
Bond Strength at 0.25 mm slip |
|
Complete
|
|
- |
- |
96 |
IS 12818 (2010) |
Unplasticized polyvinyl chloride (Pvc - U) screen and casing pipes for bore/tubewells - Specification (Second Revision) |
-
|
15000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5(COLOUR) |
- |
250 |
|
NA |
7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Mean Outer Diameter of Pipe) |
- |
250 |
|
NA |
7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Outer Diameter at any point ) |
- |
250 |
|
NA |
7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Mean Outer Diameter over Connection) |
- |
250 |
|
NA |
7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Wall thickness) |
- |
250 |
|
NA |
7.2 and Table 5, 6 & 7
Fig 1B(DIMENSIONS - Casing Pipes) |
- |
500 |
|
NA |
7.2 and Table 5, 6 & 7
Fig 1B(Nominal Diameter) |
- |
250 |
|
NA |
7.2 and Table 5, 6 & 7
Fig 1B(Mean Outer Diameter of Pipe, Min) |
- |
250 |
|
NA |
7.2 and Table 5, 6 & 7
Fig 1B(Mean Outer Diameter of Pipe , Max) |
- |
250 |
|
NA |
7.2 and Table 5, 6 & 7
Fig 1B(Outer Diameter at any point , Min) |
- |
250 |
|
NA |
7.2 and Table 5, 6 & 7
Fig 1B(Outer Diameter at any point, Max) |
- |
250 |
|
NA |
7.2 and Table 5, 6 & 7
Fig 1B(Mean Outer Diameter over Connection) |
- |
250 |
|
NA |
7.2 and Table 5, 6 & 7
Fig 1B(Wall thickness, Min) |
- |
250 |
|
NA |
7.2 and Table 5, 6 & 7
Fig 1B(Wall thickness, Max) |
- |
250 |
|
NA |
7.3.1(No.of Ribs) |
- |
250 |
|
NA |
7.3.2(Rib height) |
- |
250 |
|
NA |
7.4 Table 8 & 9
Fig 1(Effective length, l2) |
- |
400 |
|
NA |
7.4 Table 8 & 9
Fig 1(Segmental length, l3) |
- |
500 |
|
NA |
7.4 Table 8 & 9
Fig 1(Segmental length, l4) |
- |
500 |
|
NA |
7.4 Table 8 & 9
Fig 1(Segmental length, l5) |
- |
500 |
|
NA |
7.5 and Table 10
Fig 2A & 2B(Summation of slot lengths over internal circumference of the cross- section.) |
- |
250 |
|
NA |
7.5 and Table 10
Fig 2A & 2B(Minimum number of slots on the circumference of the cross-section.) |
- |
250 |
|
NA |
7.5 and Table 10
Fig 2A & 2B(Approximate Free Passage Area, in Percent (Mean Value) for Width of Slot (w)) |
- |
500 |
|
NA |
8.1 to 8.3 and Table 11 &12
Fig 3A & 4A(THREADING OF SCREEN ANDCASING PIPES.
IS 554.) |
- |
500 |
|
NA |
8.4(Sealing rings - Hardness) |
- |
500 |
|
NA |
8.4.1 and Table 13
Fig 3B & 4B(Dimensions of sealing elements) |
- |
500 |
|
NA |
8.4.1 and Table 13
Fig 3B & 4B(Dimensions of sealing elements) |
- |
500 |
|
NA |
9.1(Visual Appearance) |
- |
250 |
|
NA |
9.2(Internal Diameter) |
- |
500 |
|
NA |
9.3(Density
IS 12235 (Part 14)) |
- |
750 |
|
NA |
9.4 and Table 14(Resistance to External Blows at 0 ?C
IS 12235 (Part 9)) |
- |
2000 |
|
NA |
9.5(Tensile Strength
IS 12235(Part 13)) |
- |
2500 |
|
NA |
4.1.1
(VCM Content as per IS 10151 (Annex A)) |
- |
5000 |
|
OK |
|
Complete
|
|
- |
- |
97 |
IS 17425 (2020) |
Irrigation Equipment - Quick Coupled Polyethylene Pipes and Fittings for Sprinkler Irrigation Systems - Specification |
-
|
42000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl.4.1.4(Carbon Black Content) |
- |
1000 |
|
- |
Cl.4.1.4(Carbon Black Di spersion) |
- |
1500 |
|
- |
Cl.4.1.3(Den sity Test) |
- |
1500 |
|
- |
Cl.4.1.3(MFR Test) |
- |
1000 |
|
- |
Cl.4.1.3(Thermal Stabi lity) |
- |
5000 |
|
- |
Cl.4.1.3, T-1(Volatile Matter) |
- |
1000 |
|
- |
Cl.4.1.3, T-1(Water Content) |
- |
1500 |
|
- |
4.2(Metallic Couplers) |
- |
4500 |
|
- |
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1)(Carbon Content) |
- |
500 |
|
- |
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1)(Sulphur Content) |
- |
500 |
|
- |
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1)(Phosphorous Content) |
- |
500 |
|
- |
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1)(Manganese Content) |
- |
500 |
|
- |
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1) Si-Killed(Silicon Content) |
- |
500 |
|
- |
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1) Al-Killed(Aluminium Content) |
- |
500 |
|
- |
5(Dimensions of pipe - i) Outside diameter) |
- |
1000 |
|
- |
5(Dimensions of pipe - ii) Wall thickness minimum) |
- |
1000 |
|
- |
4.1.3(Workmanship and appearance) |
- |
1000 |
|
- |
4.1.5(Rubber rings- C)Rubber ring shall be of black colour:) |
- |
100 |
|
- |
4.1.5(Rubber rings- A)Shore hardness (Shore-A)) |
- |
1000 |
|
- |
7.2.1(Visual and Workmanship Requirement) |
- |
500 |
|
- |
Cl.7.1.2(Hydraulic Characteristic) |
- |
5000 |
|
- |
Cl.7.1.2(Hydraulic Characteristic) |
- |
10000 |
|
- |
Cl.7.1.3(Reversion Test) |
- |
1500 |
|
- |
Cl.7.1.4(Tensile Test) |
- |
1500 |
|
- |
Cl.7.1.5(Fusion Compatibility) |
- |
8000 |
|
- |
Cl.7.1.6(Corrected Density) |
- |
1000 |
|
- |
Cl.7.1.7(MFR Test) |
- |
1000 |
|
- |
Cl.7.2.l(Leakage Test) |
- |
1000 |
|
- |
Cl.7.2.2(Cl.7.2.2) |
- |
1000 |
|
- |
Cl.7.2.3(Weld ability Test) |
- |
10000 |
|
- |
6.2, 6.2.1(Quick Coupled Fittings) |
- |
10000 |
|
- |
4.1.5(Rubber rings- B) Change in hardness) |
- |
3000 |
|
- |
|
Complete
|
|
- |
- |
98 |
IS 6911 (2017) |
Stainless steel plate, sheet and strip - Specification (Second Revision) |
-
|
20000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl. 7.1 & 7.2 Table 1(Carbon -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 7.1 & 7.2 Table 1(Silicon -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 7.1 & 7.2 Table 1(Manganese -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 7.1 & 7.2 Table 1(Nickel -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 7.1 & 7.2 Table 1(Chromium -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 7.1 & 7.2 Table 1(Molybdenum -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 7.1 & 7.2 Table 1(Sulphur -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 7.1 & 7.2 Table 1(Phosphorus -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 7.1 & 7.2 Table 1(Nitrogen -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
1500 |
|
- |
Cl. 7.1 & 7.2 Table 1(Copper -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
750 |
|
- |
Cl. 7.1 & 7.2 Table 1(Titanium-IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
1500 |
|
- |
Cl. 7.1 & 7.2 Table 1(Niobium-IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
1500 |
|
- |
Cl.12(Corrosion Resistance- IS 10461(Part1)) |
- |
5000 |
|
- |
Cl.12(Corrosion Resistance- IS 10461(Part2)) |
- |
5000 |
|
- |
6(Freedom from defects , IS 6911) |
- |
500 |
|
- |
10.1,Table 4&Table 6(Tensile Test - IS 1608(Pt -1)) |
- |
5000 |
|
- |
10.2,Table 4&Table 5(Hardness Test- IS 1500(Pt -1),IS 1501 (Pt-1),IS 1586 (Pt -1)) |
- |
1000 |
|
- |
10.3(Bend Test - IS 1599) |
- |
1000 |
|
- |
11,Table 7(Erichsen cupping test-IS 10175) |
- |
5000 |
|
- |
10.1 Amd 2(0.2 Percent Proof Stress) |
- |
5000 |
|
- |
10.1 Amd 2(Elongation) |
- |
5000 |
|
- |
Clause 17 , Table 9 to Table 19(Dimension (Length)) |
- |
1000 |
|
- |
Clause 17 , Table 9 to Table 19(Dimension (Width)) |
- |
1000 |
|
- |
Clause 17 , Table 9 to Table 19(Dimension (Thickness)) |
- |
1000 |
|
- |
Clause 17 , Table 9 to Table 19(Camber) |
- |
1000 |
|
- |
Clause 17 , Table 9 to Table 19(Flatness) |
- |
1000 |
|
- |
10.1 Amd 2(Yeild Strength) |
- |
5000 |
|
- |
|
Complete
|
|
- |
- |
99 |
IS 16333 : Part 3 (2022) |
Mobile phone handsets: Part 3 Indian language support for mobile phone handsets - Specific requirements(Second Revision) |
-
|
25000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.1(Inputting of text) |
- |
10000 |
|
- |
5.2(Message Readability) |
- |
15000 |
|
- |
6(Marking) |
- |
5000 |
|
- |
|
Complete
|
|
- |
- |