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141C, Electronic Complex Industrial Area, Indore, Indore, Madhya Pradesh, 452010

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122 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

IS 13592 (2013)

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

20000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.5(Surface colour of the pipes shall be dark shade of grey)	-	500	ok
Cl6.3(The composition shall be based on PVC resin having a K-value of 64 or greater when tested in accordance with IS 4669)	-	2000	ok
Cl.7.1(Mean out side Diameter (For less than or equal to 40 mm- Average of 8 , For higher diameters up to 110 mm average of 6))	-	1000	ok
Cl.7.1(Outside Diameter at any point (Take 8 reading reported minimum, maximum))	-	1000	ok
Cl.7.1(Wall thickness "minimum,maximum" (Take 8 reading))	-	1000	ok
Cl.7.2(Pipes shall be supplied in nominal lengths of 2, 3, 4 or 6 metres either plain or with socket for solvent cementing/grooved socket. Tolerances on specified length shall be + 10 mm and – 0 mm.The nominal length of the pipe with socket for solvent cementing/grooved socket shall be as given in Fig. 1.)	-	1000	ok
Cl.7.3.1(Minimum wall thickness of socket on pipes shall be as given in Table 2 read with Fig. 2 and Fig. 3.)	-	1000	ok
Cl.7.3.2(Dimensions of sockets for solvent cementing and grooved sockets of pipes shall be as given in Tables 3 and 4 respectively, read with Fig. 2 and 3.)	-	1000	ok
Cl.8.1(The internal and external surface of the pipes shall be smooth and clean, and free from grooving and other defects. The end shall be clearly cut and shall be square with the axis of the pipe. The end may be chamfered on the plain side.)	-	500	ok
Cl.8.2(When tested by the method described in IS 12235 (Part 5), a length of pipe sample of 200 ± 20 mm shall not alter in length by more than 5 percent. In the case of socket ended pipes, this test shall be carried out on the plain portion of pipe taken at least 100 mm away from the root of the socket.)	-	2000	ok
Cl8.3(This test shall be carried out for socket end pipes only. When tested by the method described in IS 12235 (Part 6), the test specimens shall not show blisters, excessive delamination or cracking or signs of weld line splitting.)	-	5000	ok
Cl.8.4(When determined in accordance with IS 12235 (Part 2), the vicat softening temperature of the specimen shall not be less than 79°C.)	-	2000	ok
Cl.8.5(After the required period of exposure, the tensile strengths of two samples when tested as per IS 12235 (Part 13) shall not show difference of more than 20 percent of their initial tensile strengths)	-	7500	ok
Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid)	-	5000	ok
Cl.10.1(When tested by method prescribed in IS 12235 (Part 9),the pipe shall have a true impact rate of not more than 10 percent. Mass of striker and height of fall shall be as per Annex A.)	-	1000	ok
Cl.10.2(When determined in accordance with the method described in IS 12235 (Part 13), the tensile strength at break shall not be less than 45 MPa.)	-	2000	ok
Cl.10.3(The axial shrinkage shall not exceed 2 percent when determined in accordance with Annex B.)	-	5000	ok
Cl.11.(Jointing of solvent cementing joints is to be carried out using solvent conforming to IS 14182. Apply a pressure of 0.05 MPa for a period of 15 min and there should be no leakage at any joint.)	-	2000	ok
Cl. 12, IS 12235 Part 11(Resistance to Di-Chloro-Methane)	-	5000	ok
8.6(Effect on Water Test)	-	5000	OK

18 Dec, 2027

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IS 13801 (2013)

Chequered Cement Concrete Tiles -

All

10000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
(Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.)	-	1000	All Dimensions
Cl 12.1(Concavity & Convexity )	-	500	Surface Flatness and Finish
Cl 12.2(Longest gap between the arms of the square and the edge of the title shall not exceed 2 percent of the length.)	-	1000	All Dimensions
Cl 12.3(Shall not exceed 1 percent of the length of the edge.)	-	1000	All Dimensions
Cl 12.4(Water absorption)	-	1000	Water absorption
Cl 12.5(Wet transverse strength)	-	5000	Wet transverse strength
Cl 12.6(Resistance to wear)	-	5000	Resistance to wear
Cl 11(Finish)	-	500	Surface Flatness and Finish
Cl 11(Finish)	-	500	Surface Flatness and Finish

18 Dec, 2027

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IS 302 : Part 2 : Sec 26 (2014)

Safety of household and similar electrical appliances: Part 2 particular requirements: Sec 26 clocks (First Revision)

30000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.0(Classification)	-	1000	Testing Charges As per Parameter
7(Marking and instructions)	-	1000	Testing Charges As per Parameter
8(Protection against live parts)	-	3000	Testing Charges As per Parameter
9(STARTING OF MOTOR-OPERATED APPLIANCES)	-	1000	Testing Charges As per Parameter
10(POWER INPUT AND CURRENT)	-	7000	Testing Charges As per Parameter
11(HEATING)	-	8000	Testing Charges As per Parameter
13(LEAKAGE CURRENT AND ELECTRIC STRENGTH AT OPERATING TEMPERATURE)	-	8000	Testing Charges As per Parameter
14(TRANSIENT OVERVOLTAGES)	-	7000	Testing Charges As per Parameter
15(MOISTURE RESISTANCE)	-	10000	Testing Charges As per Parameter
16(LEAKAGE CURRENT AND ELECTRIC STRENGTH)	-	8000	Testing Charges As per Parameter
17(OVERLOAD PROTECTION OF TRANSFORMERS AND ASSOCIATED CIRCUITS)	-	7000	Testing Charges As per Parameter
18(ENDURANCE)	-	1000	Testing Charges As per Parameter
19(ABNORMAL OPERATION)	-	9000	Testing Charges As per Parameter
20(STABILITY AND MECHANICAL HAZARDS)	-	2000	Testing Charges As per Parameter
21(MECHANICAL STRENGTH)	-	8000	Testing Charges As per Parameter
22(CONSTRUCTION)	-	5000	Testing Charges As per Parameter
23(INTERNAL WIRING)	-	4000	Testing Charges As per Parameter
24(COMPONENTS)	-	2000	Testing Charges As per Parameter
25(SUPPLY CONNECTION AND EXTERNAL FLEXIBLE CORDS)	-	7000	Testing Charges As per Parameter
26(TERMINALS FOR EXTERNAL CONDUCTORS)	-	5000	Testing Charges As per Parameter
27(PROVISION FOR EARTHING)	-	3000	Testing Charges As per Parameter
28(SCREWS AND CONNECTIONS)	-	6000	Testing Charges As per Parameter
29(CLEARANCES, CREEPAGE DISTANCES AND SOLID INSULATION)	-	8000	Testing Charges As per Parameter
30(RESISTANCE TO HEAT AND FIRE)	-	12000	Testing Charges As per Parameter
31(RESISTANCE TO RUSTING)	-	2000	Testing Charges As per Parameter
32(RADIATION, TOXICITY AND SIMILAR HAZARDS)	-	2000	Testing Charges As per Parameter
15.4 (b)(Cold impact)	-	7000	Testing Charges As per Parameter

18 Dec, 2027

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Exclusion: Cl 19.11.4.1-19.11.4.7 (EMI/EMC), Cl 24 (Components)

IS 1161 (2014)

Steel tubes for structural purposes - Specification (Fifth Revision)

All

12000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 6(Outer Diameter, Thickness & Mass)	-	500	Dimensions
Cl 7(Workmanship)	-	500	Workmanship
Cl 9(Workmanship)	-	500	Dimesions
Cl 11(Tensile Test, Flattening Test & Cold Bend Test)	-	5000	Tensile Test
Cl 13(Workmanship)	-	500	Workmanship
5 AND AS PER IS 10748(MICRO ALLOY)	-	500	Micro Alloy
8 AND AS PER IS 4736(UNIFORMITY OF ZINC COATING)	-	2000	Uniformity of Zinc Coating
8 AND AS PER IS 4736(MASS OF ZINC COATING)	-	1500	Mass of Zinc Coating
5 AND AS PER IS 10748(COPPER)	-	500	Copper
5 AND AS PER IS 10748(CARBON EQUIVALENT)	-	500	Carbon Equivalent
5 AND AS PER IS 10748(CARBON)	-	500	Carbon
Clause - 5.1, Table-3( ALUMINIUM)	-	500	Aluminium
Clause - 5.1, Table-3(SILICON)	-	500	Silicon
Clause - 5.1, Table-3(NITROGEN)	-	1500	Nitrogen
Clause - 5.1, Table-3(MANGANESE)	-	500	Manganese
Clause - 5.1, Table-3(PHOSPHURS)	-	500	Phosphorous
Clause - 5.1, Table-3(SULPHUR)	-	500	Sulphur
9(Straightness)	-	500	Straightness
Cl. 6 , 6.2 Table 1(Thickness)	-	500	Thickness
Cl. 6 , 6.2 Table 1(Weight)	-	500	Weight
Cl. 6 , 6.2 Table 1(Area of cross section)	-	500	Dimension
Cl. 6 , 6.2 Table 1(Internal volume)	-	500	Dimension
Cl. 6 , 6.2 Table 1(Surface external)	-	500	Dimension
Cl. 6 , 6.2 Table 1(Surface internal)	-	500	Dimension
Cl. 6 , 6.2 Table 1(Moment of inertia)	-	500	Dimension
Cl. 6 , 6.2 Table 1(Modulus of section)	-	500	Dimension
Cl. 6 , 6.2 Table 1(Radius of gyration)	-	500	Dimension
Cl. 6 , 6.2 Table 1(Square of radius of gyyration)	-	500	Dimension
Cl. 11.2 Table 2(Yield strength)	-	5000	Yield Strength
Cl. 11.2 Table 2(Elongation)	-	5000	Elongation
Cl 11.3.1(Cold bend test (upto & including 50 mm NB))	-	2000	Cold Bend Test
Cl 11.3.1(Flattening test (over 50 mm NB))	-	2000	Flattening

18 Dec, 2027

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-

IS 16242 : Part 1 (2014)

Uninterruptible power systems (UPS): Part 1 general and safety requirements for UPS

125000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.5(Components)	-	1000	Testing Charges As per Parameter
4.6(Power interface)	-	5000	Testing Charges As per Parameter
4.7(Marking & instructions)	-	1000	Testing Charges As per Parameter
5.1(Protection against shock and energy hazards)	-	5000	Testing Charges As per Parameter
5.2(Requirement of auxiliary circuits)	-	6000	Testing Charges As per Parameter
5.3(Protective earthing and bonding)	-	3000	Testing Charges As per Parameter
5.4(AC and DC power isolation)	-	1000	Testing Charges As per Parameter
5.5(Over current and earth fault condition)	-	2000	Testing Charges As per Parameter
5.6(Safety interlocks)	-	1000	Testing Charges As per Parameter
5.7(CLEARANCES, CREEPAGE DISTANCES AND SOLID INSULATION)	-	15000	Testing Charges As per Parameter
6.1(Wiring, connections and supply)	-	3000	Testing Charges As per Parameter
6.2(Connection to power)	-	6000	Testing Charges As per Parameter
6.3(Wiring terminals for external power conductors)	-	3000	Testing Charges As per Parameter
7.1(Enclosure)	-	3000	Testing Charges As per Parameter
7.2(STABILITY)	-	3000	Testing Charges As per Parameter
7.3(MECHANICAL STRENGTH)	-	7000	Testing Charges As per Parameter
7.4(Construction details)	-	3000	Testing Charges As per Parameter
7.5(Resistance to fire)	-	8000	Testing Charges As per Parameter
7.6(Battery location)	-	2000	Testing Charges As per Parameter
7.7(Temperature rise)	-	6000	Testing Charges As per Parameter
8.1(General procision for earth leakage)	-	5000	Testing Charges As per Parameter
8.2(Electric Strength)	-	7000	Testing Charges As per Parameter
8.3(Abnormal operating and fault conditions)	-	10000	Testing Charges As per Parameter
9.0(Connection to telecommunication networks)	-	14000	Testing Charges As per Parameter

18 Dec, 2027

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IS 1489 : Part 2 (2015)

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

12630 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	1000	NA
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	1000	Magnesia
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	1000	Total Sulphur Content calculated as Sulphuric Anhydride (SO3)
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	1500	Loss on ignition
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	1500	Chloride content
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	2000	Alkali content
7 -Table 2- i(Fineness 4031 Part 2)	-	1000	Fineness
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	1000	Expansion by Le Chatelier
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	2000	Expansion by Autoclave
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	2000	Setting Time Initial & Final
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	2000	Setting Time Initial & Final
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	3000	Compressive Strength
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	3000	Compressive Strength
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	3000	Compressive Strength
7 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional))	-	5000	Transverse Strength ( All age)
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	5000	Drying Shrinkage
Clause 7 Table 2 SI No. (v) (Transverse Strength, 672 ± 4 h)	-	5000	ok
Clause 7 Table 2 SI No. (v) (Compressive strength of Transverse Specimen, 672 ± 4 h)	-	5000	ok
Clause 7Table 2 SI No. (v)(Transverse Strength, 168 ± 2 h)	-	5000	ok
Clause 7 Table 2 SI No. (v) (Compressive strength of Transverse Specimen, 168 ± 2 h)	-	5000	ok
Clause 7Table 2 SI No. (v)(Transverse Strength, 72 ± 1 h)	-	5000	ok
Clause 7 Table 2 SI No. (v) (Compressive strength of Transverse Specimen, 72 ± 1 h)	-	5000	ok

18 Dec, 2027

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-

IS 8042 (2015)

White portland cement - Specification (Third Revision)

All

12000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	3000	NA
5 - Table - 1 ii(Iron oxide - Cl 4.5 of IS 4032:1985)	-	1000	Iron oxide
5 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	1000	Insoluble residue
5 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985)	-	1000	Magnesia
5 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	1000	Total Sulphur Content calculated as Sulphuric Anhydride
5 - Table - 1 vi(Loss on ignition - Cl 4.2 of IS 4032:1985)	-	1000	Loss on ignition
5 - Table - 1 vii(Chloride content - Cl 4.13 of IS 4032:1985)	-	1500	Chloride content
6 -Table 2- i(Fineness 4031 Part 2)	-	1500	Fineness
6 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	1500	Expansion by Le Chatelier
6 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	1500	Expansion by Autoclave
6 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	2000	Setting Time Initial & Final
6 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	2000	Setting Time Final
6 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	5000	Compressive Strength All Ages
6 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	5000	Compressive Strength All Ages
6 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	5000	Compressive Strength All Ages
6 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional))	-	5000	Transverse Strength All ages
6 -Table 2- vi(Degree of whiteness-Annex B)	-	5000	Degree of whiteness
Clause 6 Table 2, SI No. (v) (Transverse Strength, 72 ± 1 h)	-	5000	ok
Clause 6 Table 2, SI No. (v) (Transverse Strength, 168 ± 2 h)	-	5000	ok
Clause 6 Table 2, SI No. (v) (Transverse Strength, 672 ± 4 h)	-	5000	ok
Clause 6 Table 2, SI No. (v) (Compressive strength of Transverse Specimen, 72 ± 1 h)	-	5000	ok
Clause 6 Table 2, SI No. (v) (Compressive strength of Transverse Specimen, 168 ± 2 h)	-	5000	ok
Clause 6 Table 2, SI No. (v) (Compressive strength of Transverse Specimen, 672 ± 4 h)	-	5000	ok

18 Dec, 2027

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IS 383 (2016)

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

All

9000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	1000	mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value
5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	1000	mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value
5.4.2(a)( Aggregates Impact Value)	-	1500	Aggregates Impact Value
5.4.2(b)( Aggregates Impact Value)	-	1500	Aggregates Impact Value
5.4.3(a)( Aggregate Abrasion Value)	-	2000	Aggregate Abrasion Value
5.4.3(b)( Aggregate Abrasion Value)	-	2000	Aggregate Abrasion Value
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	1000	All Grading
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	1000	All Grading
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	1000	All Grading
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	1000	All Grading
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	1000	All Grading
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve )	-	1000	All Grading
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	1000	All Grading
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	1000	All Grading
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	1000	All Grading
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Class)	-	1000	All Grading
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Size)	-	1000	All Grading
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 160 mm Sieve)	-	1000	All Grading
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	1000	All Grading
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	1000	All Grading
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	1000	All Grading
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	1000	All Grading
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	1000	All Grading
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	1000	All Grading
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 4.75 mm Sieve)	-	1000	All Grading
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 2.36 mm Sieve)	-	1000	All Grading
6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve)	-	1000	All Grading
6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve)	-	1000	All Grading
6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve)	-	1000	All Grading
6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve)	-	1000	All Grading
6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve)	-	1000	All Grading
6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve)	-	1000	All Grading
6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve)	-	1000	All Grading
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve )	-	1000	All Grading
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve )	-	1000	All Grading
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve )	-	1000	All Grading
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve )	-	1000	All Grading
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve )	-	1000	All Grading
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve )	-	1000	All Grading
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve )	-	1000	All Grading
6.4-Table 10(i)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 80mm Sieve )	-	1000	All Grading
6.4-Table 10(ii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 40mm Sieve )	-	1000	All Grading
6.4-Table 10(iii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 20mm Sieve )	-	1000	All Grading
6.4-Table 10(iv)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 4.75mm Sieve )	-	1000	All Grading
6.4-Table 10(v)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 600µm Sieve )	-	1000	All Grading
6.4-Table 10(vi)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 150µm Sieve )	-	1000	All Grading
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate))	-	1000	specific gravity
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate))	-	1000	Water absorption
5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate))	-	1000	Chloride content
5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate))	-	1000	Total Sulphate content
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate))	-	3000	Alkali Aggregate Reaction
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	3000	Soundness
5.2- TABLE-2- (Note-3) IS-2386 (P-2)(Mica content (fine aggregate))	-	1000	Mica content
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate))	-	1000	Effect of organic impurities on strength of mortar
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate))	-	1000	Organic impurities
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate))	-	5000	Total deleterious material
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate))	-	1000	Material fine aggregater than 75 micron
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate ))	-	1000	Clay lumps
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate ))	-	1000	Coal and Lignite
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate))	-	1000	specific gravity
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate))	-	1000	Water absorption
5.7-Table-3-(III) BN EN: 1744(Water soluble chloride content (coarse aggregate))	-	1000	Water soluble chloride content
5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate))	-	1000	Total sulphate content
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate))	-	3000	Alkali Aggregate Reaction
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	3000	Soundness
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	1000	Combined elongation & flakiness index
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate))	-	5000	Total deleterious material
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate))	-	1000	Soft fragments
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate))	-	1000	Material fine aggregater than 75 micron
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate ))	-	1000	Clay lumps
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate ))	-	1000	Coal and Lignite
5.3(Flakiness Index)	-	1000	Combined elongation & flakiness index
5.3(Elongation Index)	-	1000	Combined elongation & flakiness index
7.2(Bulk Density Rodded)	-	1000	-
7.2(Bulk Density loose)	-	1000	-
7.2(Moisture Content)	-	1000	-
5.5(Soundness By Magnesium Sulphate)	-	3000	Soundness
7.2(Bulking Of Fine Aggregate)	-	1000	-

18 Dec, 2027

-
-

IS 616 (2017)

Audio, video and similar electronic apparatus - Safety requirements (Fifth Revision)

60000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5(Marking and instructions)	-	3000	-
7(Heating under normal operating conditions)	-	5000	-
8(Constructional requirements with regard to the protection against electric shock)	-	7000	-
9(Electric shock hazard under normal operating conditions)	-	5000	-
10(Insulation requirements)	-	10000	-
11(Fault conditions)	-	5000	-
12(Mechanical strength)	-	7000	-
13(CLEARANCES and CREEPAGE DISTANCES)	-	10000	-
14(Components)	-	2000	-
15(TERMINALS)	-	5000	-
16(External flexible cords)	-	5000	-
17(Electrical connections and mechanical fixings)	-	5000	-
19(Stability and mechanical hazards)	-	5000	-
20(Resistance to fire)	-	5000	-

18 Dec, 2027

-
-

IS 1079 (2017)

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

All

8115 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 8(UTM)	-	3000	NA
Cl 9(Press)	-	1500	Bend
Cl 10(Die Press)	-	1500	Cupping
Cl 12(Workmanship)	-	500	Freedom from defects
Cl 13(Length, Width & Thickness)	-	500	Dimension
6.1(Carbon %)	-	500	Carbon
6.1(Manganese %)	-	500	Manganese
6.1(Phosphorus %)	-	500	Phosphorous
6.1(Sulphur %)	-	500	Sulphur
6.1(Silicon %)	-	500	Silicon
6.1(Microalloying)	-	500	Microalloying
6.1( Nitrogen%)	-	1500	Nitrogen
6.1( Nb)	-	500	Niobium
6.1( Copper %)	-	500	Copper
6.1( Aluminium %)	-	500	Copper
6.1(V)	-	500	Vanadium
6.1( Ti)	-	500	Titanium
6.1(Cr)	-	500	Chromium
6.1(Mo)	-	500	Molybdenum
6.1(Ni)	-	500	Nickle
Cl.13(Out of square)	-	500	Dimension
Cl.13(Flatness)	-	500	Dimension
Cl.13(Camber)	-	500	Dimension
Cl.13(Width)	-	500	Dimension
Cl.13(Thickness)	-	500	Dimension
Cl. 8.3, Cl. 8.3.1 Table 5 and Table 6(Percentage Elongation After Fracture at 5.65√A Gauge length)	-	3000	Elongation
Cl. 8.3, Cl. 8.3.1 Table 5 and Table 6(Percentage Elongation After Fracture at 80 mm Gauge length)	-	3000	Elongation
Cl. 8.3, Cl. 8.3.1 Table 5 and Table 6(Percentage Elongation After Fracture at 50 mm Gauge length)	-	3000	Elongation
Cl. 8.3, Cl. 8.3.1 Table 6(0.2% Proof Stress/Yield Stress)	-	3000	0.2% Proof Stress/Yield Stress

18 Dec, 2027

-
-

IS 4923 (2017)

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

All

8500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.7.1(Carbon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	Carbon
Cl.7.1(Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	Manganese
Cl.7.1(Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	Sulphur
Cl.7.1(Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	Phosphorous
Cl.7.1(Silicon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	Silicon
Cl.7.1(Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	Nitrogen
Cl.7.1(Aluminium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	100	Aluminium
Cl.7.1(Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	100	Aluminium
Cl.7.1(Niobium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	100	Niobium
Cl.7.1(Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	100	Vanadium
Cl.7.1(Titanium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	100	Titanium
Cl.7.1(Carbon Equivalent-IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	Carbon Equivalent
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Depth))	-	500	Dimension
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Width))	-	500	Dimension
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Thickness))	-	500	Dimension
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Weigth))	-	500	Dimension
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Area of Section))	-	500	Dimension
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Moment of Inertia))	-	500	Dimension
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Moment of Inertia about X-X))	-	500	Dimension
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Moment of Inertia about Y-Y))	-	500	Dimension
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Radius of Gyration))	-	500	Dimension
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Radius of Gyration about X-X))	-	500	Dimension
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Radius of Gyration about Y-Y))	-	500	Dimension
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Elastic Modulus))	-	500	Dimension
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Elastic Modulus about X-X))	-	500	Dimension
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Elastic Modulus about Y-Y))	-	500	Dimension
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Plastic Modulus))	-	500	Dimension
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Plastic Modulus about X-X))	-	500	Dimension
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Plastic Modulus about Y-Y))	-	500	Dimension
Cl. 10.1, 14.1, 18.1(Straightness)	-	500	Dimension
Cl. 10.2, Fig 1(Outside dimension (B))	-	500	Dimension
Cl. 10.2, Fig 1(Outside dimension (H))	-	500	Dimension
Cl. 10.2, Fig 1(Outside dimension (T))	-	500	Dimension
Cl. 10.7, Fig 5(Total twist, V)	-	500	Dimension
Cl. 10.4, Fig 2(Concavity, X1)	-	500	Dimension
Cl. 10.4, Fig 2(Convexity, X2)	-	500	Dimension
Cl. 10.5, Fig 3(Squareness of side)	-	500	Dimension
Cl. 10.6, Fig 4(External Corner Radius)	-	500	Dimension
Cl. 15.2, Table 3(Tensile Strength- IS 1608)	-	7000	Tensile
Cl. 15.2, Table 3(Yield Strength- IS 1608)	-	7000	Tensile
Cl. 15.2, Table 3(Elongation- IS 1608)	-	7000	Tensile
Cl. 14.1(Exact Length)	-	500	Dimension
Cl. 14.1(Random Length)	-	500	Dimension
Cl. 14.1(Weight on individual length)	-	500	Dimension
Cl. 14.1(Weight on lots of 10 tonnes min)	-	500	Dimension
Cl. 18, Note 2(Internal Fin Height (Only for Cold Formed))	-	500	Dimension

18 Dec, 2027

-
-

IS 5986 (2017)

Hot rolled steel sheet, plate and strip for forming and flanging purposes - Specification (Fourth Revision)

All

9500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 8(UTM)	-	5000	Tensile
Cl 9(Press)	-	1000	Bend
Cl 10(Sudden Load Applied)	-	5000	Impact
Cl 13(Workmanship)	-	500	Freedom from Defects
Cl 15(Length, Width & Thickness)	-	500	Dimension
7.1(Carbon %)	-	500	Carbon
7.1(Manganese %)	-	500	Manganese
7.1(Phosphorus %)	-	500	Phosphorous
7.1(Sulphur %)	-	500	Sulphur
7.1(Silicon %)	-	500	Silicon
7.1( Copper %)	-	100	Copper
7.1( Aluminium %)	-	500	Aluminium
7.1( Nb)	-	500	Niobium
7.1(V)	-	500	Vanadium
7.1( Ti)	-	500	Titanium
7.1(Cr)	-	500	Chromium
7.1(Mo)	-	500	Molybdenum
7.1(CE)	-	500	Carbon Equivalent
7.1( Nitrogen%)	-	1500	Nitrogen
7.1( Nitrogen%)	-	1500	NItrogen
Cl. 16(Weight)	-	500	Weight
Cl 11(Expansion Test)	-	2000	Expansion Test
Cl. 15(Thickness)	-	500	Dimension
Cl. 15(Width)	-	500	Dimension
Cl. 8.3, Table 6 & 7( Elongation at 5.65√A Gauge length)	-	5000	Elongation
Cl. 8.3, Table 6 & 7(Elongation at 80 mm gauge length)	-	5000	Elonagtion
Cl. 8.3, Table 6 & 7(Elongation at 50 mm gauge length)	-	5000	Elongation
Cl. 8.3, Table 6 & 7(Yield strength)	-	5000	Yield Strength

18 Dec, 2027

-
-

IS 11513 (2017)

Hot rolled carbon steel strip for cold rolling purposes - Specification (Second Revision)

All

6000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 8(Workmanship)	-	500	Freedom From Defects
Cl 9(Length, Width, Thickness, Crown, Edge Camber & Difference in Thickness Across Width )	-	1000	Dimension
6.1(Carbon %)	-	500	Carbon
6.1(Manganese %)	-	500	Manganese
6.1(Phosphorus %)	-	500	Phosphorous
6.1(Sulphur %)	-	500	Sulphur
6.1(Silicon %)	-	500	Silicon
6.1( Copper %)	-	100	Copper
6.1( Aluminium %)	-	500	Aluminium
6.1( Nb)	-	500	Niobium
6.1(V)	-	500	Vanadium
6.1( Ti)	-	500	Titanium
6.1(Boron)	-	500	Boron
6.1(Microalloying)	-	500	Microalloying
6.1( Nitrogen%)	-	1500	Nitrogen
Cl. 10(Weight)	-	500	Weight
Cl. 9.3(Crown)	-	300	Dimension
Cl.9.3.1(Difference in Thickness)	-	300	Dimension
Cl. 9.5(Edge Camber)	-	300	Dimension
Cl.9(Thickness)	-	300	Dimension
Cl.9(Width)	-	300	Dimension

18 Dec, 2027

-
-

IS 15622 (2017)

Pressed Ceramic Tiles - Specification (First Revision)

All

40000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 table 5, i a (Length-IS 13630(pt-1))	-	1000	Dimension
6 table 5,i a (width-IS 13630(pt-1))	-	1000	Dimension
6 table 5, i b (Thickness- IS 13630(pt-1))	-	1000	Dimension
6 table 5, i c(Straigthness of side-IS 13630(pt-1))	-	1000	Dimension
6 table 5, i d(Rectangularity-IS 13630(pt-1))	-	1000	Dimension
6 table 5, i e(Surface flatness-IS 13630(pt-1))	-	1000	Dimension
6 table 5, i f(Surface quality-IS 13630(pt-1))	-	500	Surface Quality
6 table 5, ii a(Water Absorption-IS 13630(pt-2))	-	1000	Water Absorption
6 table 5, ii b(Module of rupture -IS 13630(pt-6))	-	3000	Modulus
6 table 5, ii c(Bending Strength-IS 13630(pt-6))	-	1000	Bending
6 table 5, ii d(Moisture Expension-IS 13630(pt-3))	-	5000	Moisture
6 table 5, ii e(Scratch hardness of surface -IS 13630(pt-13))	-	3000	Scratch
6 table 6, ii g(Coefficient of linear tharmal expansion from ambient temperature to100°C-IS13630(pt-4) )	-	3000	Linear
6 table 5, ii h(Impact resistance-IS 13630(pt-14))	-	3000	Impact
6 table 5, ii g(Thermal shock resistance IS 13630(pt-5))	-	3000	Thermal
6 table 5, ii j(Co-efficient of friction-tiles intended for used on floor )	-	2000	Coeficient of Friction
6 table 5, ii k(Crazing resistance-IS 13630(pt-9))	-	12000	Crazing
6 table 5, ii m(resistance to surface abrasion of glazed Tilles)	-	3000	Resistance to abrasion
6 table 6, i a (Length-IS 13630(pt-1))	-	1000	Dimension
6 table 6, i a (width-IS 13630(pt-1))	-	1000	Dimension
6 table 6, i b (Thickness-IS 13630(pt-1))	-	1000	Dimension
6 table 6, i c(Straigthness of side-IS 13630(pt-1))	-	1000	Dimension
6 table 6, i d(Rectangularity-IS 13630(pt-1))	-	1000	Dimension
6 table 6, i e(Surface flatness-IS 13630(pt-1))	-	1000	Dimension
6 table 6, i f(Surface quality-IS 13630(pt-1))	-	500	Surface Quality
6 table 6, ii a(Water Absorption-IS 13630(pt-2) )	-	1000	Water Absorption
6 table 6, ii b(Module of rupture -IS 13630(pt-6))	-	3000	Modulus
6 table 6, ii c(Bending Strength-IS 13630(pt-6))	-	3000	Bending
6 table 6, ii d(Moisture Expension-IS 13630(pt-3))	-	5000	Moisture
6 table 6, ii e(Scratch hardness of surface-IS 13630(pt-13) )	-	3000	scratch
5 table 6, ii f(Resistance to surface abrasion of glazed Tilles)	-	3000	Abrasion
6 table 6, ii h(Thermal shock resistance-IS13630(pt-5) )	-	3000	Thermal Shock
6 table 6, ii j(Crazing resistance-IS 13630(pt-9))	-	12000	Crazing
6 table 6, ii k(Impact resistance-IS 13630(pt-14))	-	3000	Impact
6 table 6, ii m(Co-efficient of friction-tiles intended for used on floor )	-	2000	Co-efficient of friction
6 table 6, ii n(Forst resistance-IS 13630(pt-10))	-	18000	Frost
6 table 6, ii p(Resistance to deep abrasion of unglazed tiles)	-	3000	Deep Abrasion
6 table 7, i a (Length-IS 13630(pt-1))	-	1000	Dimension
6 table 7, i a (width-IS 13630(pt-1))	-	1000	Dimension
6 table 7, i b (Thickness-IS 13630(pt-1))	-	1000	Dimension
6 table 7, i c(Straigthness of side-IS 13630(pt-1))	-	1000	Dimension
6 table 7, i d(Rectangularity-IS 13630(pt-1))	-	1000	Dimension
6 table 7, i e(Surface flatness-IS 13630(pt-1))	-	1000	Dimension
6 table 7, i f(Surface quality-IS 13630(pt-1))	-	500	Surface Quality
6 table 7, ii a(Water Absorption-IS 13630(pt-2) )	-	1000	Water absorption
6 table 7, ii b(Module of rupture-IS 13630(pt-6) )	-	3000	Modulus
6 table 7, ii c(Bending Strength-IS 13630(pt-6))	-	3000	Bending
6 table 7, ii d(Moisture Expension-IS 13630(pt-3))	-	5000	Moisture
6 table 7, ii e(Scratch hardness of surface-IS 13630(pt-13))	-	3000	Scratch
6 table 7, ii f(Resistance to surface abrasion of glazed Tilles)	-	3000	Surface Abrasion
6 table 7, ii g(Coefficient of linear tharmal expansion from ambient temperature to100°C-IS13630(pt-4) )	-	3000	Linear Expansion
6 table 7, ii h(Thermal shock resistance-IS13630(pt-5) )	-	3000	Thermal Shock
6 table 7, ii j(Crazing resistance-IS 13630(pt-9))	-	12000	Crazing
6 table 7, ii k(Impact resistance-IS 13630(pt-14))	-	3000	Impact
6 table 7, ii m(Co-efficient of friction-tiles intended for used on floor )	-	2000	Co-efficient of friction
6 table 7, ii n(Forst resistance-IS 13630(pt-10))	-	18000	Frost
6 table 7, ii p(Resistance to deep abrasion of unglazed tiles)	-	3000	Deep Abrasion
6 table 8, i a (Length-IS 13630(pt-1))	-	1000	Dimension
6 table 8, i a (width-IS 13630(pt-1))	-	1000	Dimension
6 table 8, i b (Thickness-IS 13630(pt-1))	-	1000	Dimension
6 table 8, i c(Straigthness of side-IS 13630(pt-1))	-	1000	Dimension
6 table 8, i d(Rectangularity-IS 13630(pt-1))	-	1000	Dimension
6 table 8, i e(Surface flatness-IS 13630(pt-1))	-	1000	Dimension
6 table 8, i f(Surface quality-IS 13630(pt-1))	-	500	Surface
6 table 8, ii a(Water Absorption-IS 13630(pt-6) )	-	1000	Water Absoption
6 table 8, ii b(Module of rupture-IS 13630(pt-6) )	-	3000	Modulus
6 table 8, ii c(Bending Strength-IS 13630(pt-6))	-	3000	Bending
6 table 8, ii d(Moisture Expension-IS 13630(pt-3))	-	5000	Moisture
6 table 8, ii e(Scratch hardness of surface-IS 13630(pt-13) )	-	3000	Scratch
6 table 8, ii f(Resistance to surface abrasion of glazed Tilles)	-	3000	Surface Abrasion
6 table 8, ii g(Coefficient of linear tharmal expansion from ambient temperature to100°C-IS 13630(pt-4) )	-	3000	Linear Expansion
6 table 8, ii h(Thermal shock resistance-IS 13630(pt-5) )	-	3000	Thermal Shock
6 table 8, ii j(Crazing resistance-IS 13630(pt-9))	-	12000	Crazing
6 table 8, ii k(Impact resistance-IS 13630(pt-14))	-	3000	impact
6 table 8, ii m(Co-efficient of friction-tiles intended for used on floor )	-	2000	Co-efficient of Friction
6 table 8, ii n(Forst resistance-IS 13630(pt-10))	-	18000	Frost
6 table 8, ii p(Resistance to deep abrasion of unglazed tiles)	-	3000	Deep Abrasion
6 table 8, ii q(Bulk Density-IS13630(pt-2))	-	1000	Bulk Density
6 table 9, i a (Length-IS 13630(pt-1))	-	1000	Dimension
6 table 9, i a (width-IS 13630(pt-1))	-	1000	Dimension
6 table 9, i b (Thickness-IS 13630(pt-1))	-	1000	Dimension
6 table 9, i c(Straigthness of side-IS 13630(pt-1))	-	1000	Dimension
6 table 9, i d(Rectangularity-IS 13630(pt-1))	-	1000	Dimension
6 table 9, i e(Surface flatness-IS 13630(pt-1))	-	1000	Dimension
6 table 9, i f(Surface quality-IS 13630(pt-1))	-	500	Surface
6 table 9, ii a(Water Absorption-IS 13630(pt-6) )	-	1000	Water Absorption
6 table 9, ii c(Bending Strength-IS 13630(pt-6))	-	3000	Bending
6 table 9, ii d(Moisture Expension-IS 13630(pt-3))	-	5000	Moisture
6 table 9, ii f(Resistance to surface abrasion of glazed Tilles)	-	3000	Surface Abrasion
6 table 9, ii g(Coefficient of linear tharmal expansion from ambient temperature to100°C )	-	3000	Linear Exdpansion
6 table 9, ii h(Thermal shock resistance-IS 13630(pt-5))	-	3000	Thermal Shock
6 table 9, ii j(Crazing resistance-IS 13630(pt-9))	-	12000	Crazing
6 table 9, ii k(Impact resistance-IS 13630(pt-14))	-	3000	Impact
6 table 8, ii m(Co-efficient of friction-tiles intended for used on floor )	-	2000	Coefficient of Friction
6 table 9, ii n(Forst resistance-IS 13630(pt-10))	-	18000	Frost
6 table 9, ii p(Resistance to deep abrasion of unglazed tiles)	-	3000	Deep Abrasion
6 table 9, ii q(Bulk Density-)	-	1000	Bulk Density
6 table 5, iii a(Resistance to staining of glazed Tilles-IS 13630(pt-8))	-	2000	Staining
6 table 5, iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound-IS 13630(pt-8))	-	2000	Household
6 table 5, iii c(Resistance to acid and alkalis (with the exception ofhydrofluoric acid and its compounds – Glazed tiles-IS 13630(pt-8))	-	2000	Acids
6 table 6, iii a(Resistance to staining of glazed Tilles)	-	2000	Staining
6 table 6, iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound)	-	2000	Household
6 table 6, iii c(Resistance to acid and alkalis (with the exception of hydrofluoric acid and its compounds – Glazed tiles)	-	2000	Acids
6 table 7, iii a(Resistance to staining of glazed Tilles)	-	2000	Staining
6 table 7, iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound)	-	2000	Household
6 table 7, iii c(Resistance to acid and alkalis (with the exception of hydrofluoric acid and its compounds – Glazed tiles)	-	2000	acids
6 table 8, iii a(Resistance to staining of glazed Tilles)	-	2000	Staining
6 table 8 iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound)	-	2000	Household
6 table 8, iii c(Resistance to acid and alkalis (with the exception of hydrofluoric acid and its compounds – Glazed tiles)	-	2000	Acids
6 table 9, iii a(Resistance to staining )	-	2000	Staining
6 table 9 iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound)	-	2000	Household
6 table 9, iii c(Resistance to acid and alkalis (with the exception of hydrofluoric acid and its compounds – Glazed tiles)	-	2000	Acids
CLAUSE NO. 5.2(Shapes and Sizes)	-	-	-
6.0, Table 5 - 9 & SI No. - 1E(2)(Edge Curveture)	-	-	-
6.0, Table 5 - 9 & SI No. - 1E(3)(Warpage)	-	-	-

18 Dec, 2027

-
-

IS 277 (2018)

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

All

5000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 8.1(UTM)	-	2000	Tensile Test
Cl 8.2(Press)	-	1000	Bend Test
Cl 12(Workmanship)	-	500	Freedom from Defects (Workmanship)
Cl 13(Weight)	-	500	Weight
Cl 14(Length, Width & Thickness)	-	500	Dimensions
Cl 10(Galvanising Test)	-	1000	mass of Zinc Coating
Cl. 8.1 (Cl. 8.1 (Tensile Strength))	-	2000	Tensile Strength
Cl.12(Freedom from defects)	-	500	Freedom from Defects
Cl. 14 (Cl. 14 & Cl 15 (Length))	-	500	Dimensions
Cl. 8.1 (Cl. 8.1 (Yield Stress))	-	2000	Yield Stress
Cl. 8.1 (Cl. 8.1 (Percentage Elongation ))	-	2000	Elongation
Cl. 14 (Cl. 14 & Cl 15 (Width))	-	500	Dimensions
Cl. 14 & Cl. 15 (Cl. 14 & Cl. 15 (Thickness))	-	500	Dimensions
Cl. 14 & Cl. 15 (Cl. 14 & Cl 15 (Difference between Diagonal))	-	500	Dimensions
Cl. 14 & Cl. 15(Pitch of corrugation (average of 4))	-	500	Dimensions
Cl. 14 & Cl. 15(Depth of corrugation (average of 4))	-	500	Dimensions
Cl. 14 & Cl. 15 (Cl. 14 & Cl 15 (Number of Corrugation))	-	500	Dimensions
Cl.15.1.3.1(Overall width after corrugation)	-	500	Dimensions
Cl.15.1.3.1(Overall width before corrugation)	-	500	Dimensions
Cl. 9(Surface roughness)	-	1500	Surface Roughness

18 Dec, 2027

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-

IS 16046 : Part 1 (2018)

Secondary Cells and Batteries Containing Alkaline or Other Non-Acid Electrolytes ” Safety Requirements for Portable Sealed Secondary Cells and for Batteries Made from Them for Use in Portable Applications Part 1 Nickel Systems ( Second Revision )

All

50000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5(General Safety Considerations)	-	1000	-
4(Parameter Measurement Tolerances)	-	1000	-
5.1(General)	-	1000	-
5.2(Insulation and Wiring)	-	5000	-
5.3(Venting)	-	1000	-
5.4(Temperature, Voltage and Current Management)	-	1000	-
5.5(Terminal Contacts)	-	1000	-
5.6(Assembly of Cells into batteries)	-	1000	-
5.7(Quality Plan)	-	1000	-
6(Tyoe Test amd Sample Size)	-	1000	-
7(Specific requirements and tests)	-	5000	-
7.1(Charging procedure for test purposes)	-	5000	-
7.2(Intended Use)	-	25000	-
7.3(Reasonably foreseeable misuse)	-	25000	-
8.1(General)	-	1000	-
8.2(Small Cell and battery safety information)	-	2000	-
9(Marking)	-	1000	-
9.1(Cell Marking)	-	1000	-
9.2(Battery Marking)	-	1000	-
9.3(Caution for ingestion of small cells and batteries)	-	2000	-
9.4(Other information)	-	1000	-
10(Packaging)	-	1000	-

18 Dec, 2027

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IS 16046 : Part 2 (2018)

50000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4(Parameter Measurement Tolerances)	-	1000	-
5(General Safety Considerations)	-	1000	-
5.1(General)	-	1000	-
5.2(Insulation and Wiring)	-	5000	-
5.3(Venting)	-	2000	-
5.4(Temperature, Voltage and Current Management)	-	2000	-
5.5(Terminal Contacts)	-	3000	-
5.6(Assembly of Cells into batteries)	-	2000	-
5.7(Quality Plan)	-	1000	-
6(Type Test and Sample Size)	-	5000	-
7(Specific requirements and tests)	-	5000	-
7.1(Charging procedure for test purposes)	-	5000	-
7.2(Intended Use)	-	25000	-
7.3(Reasonably foreseeable misuse)	-	25000	-
8(Information for safety)	-	2000	-
8.1(General)	-	1000	-
8.2(Small Cell and battery safety information)	-	3000	-
9.1(Cell Marking)	-	1000	-
9.2(Battery Marking)	-	1000	-
9.3(Caution for ingestion of small cells and batteries)	-	1000	-
9.4(Other information)	-	1000	-
10(Packaging)	-	2000	-

18 Dec, 2027

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IS 1835 (1976)

Specification for round steel wire for ropes (Third Revision)

All

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 7(Workmanship)	-	500	Freedom from Defects
Cl 8(Manufacturing )	-	2000	Tensile Test
Cl 10(Diameter)	-	500	Dimension
Cl 11.2(Workmanship)	-	1000	Uniformity of ZInc Coating
Cl 11.3(Coating Test)	-	1000	Mass of Zinc Coating
Cl 12.2(UTM)	-	2000	Tensile Test
Cl 12.3(Torsion)	-	2000	Torsion Test
Cl 12.4(Reverse Bend)	-	2000	Reverse Bend Test
Cl 12.5(Wrap)	-	2000	Wrapping Test
Cl 12.6(Adhesion )	-	2000	Adhesion Test

18 Dec, 2027

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-

IS 432 : Part 1 (1982)

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

All

3150 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 5.1(Workmanship)	-	300	NA
Cl 6.2(Diameter & Ovality)	-	300	Diemsions
Cl 6.2(Weight)	-	300	Dimensions
Cl 8.2(Bend test)	-	1500	(Yield Stress)
Cl 9.3(Press)	-	750	Bend
Cl 8(Physical Requirements)	-	1500	Tensile Strength
Cl 8.1(ultimate tensile stress, yield stress and percentage elongation)	-	1500	Elongation
Clause -4, 4.3(TITANIUM)	-	1500	Titanium
Clause -4, 4.2(VANADIUM)	-	1500	Vanadium
Clause -4, 4.1(NIOBIUM)	-	1500	Niobium
Clause -4, 4.1(Molybdenum)	-	750	Molybdenum
Clause -4, 4.1(Chromium)	-	750	Chromium
Clause -4, 4.1(Nickel)	-	1500	Nickle
Clause -4, 4.1( ALUMINIUM)	-	750	Aluminium
Clause -4, 4.1(SILICON)	-	500	Silicon
Clause -4, 4.1(NITROGEN)	-	1500	NItrogen
Clause -4, 4.1(MANGANESE)	-	500	Manganese
Clause -4, 4.1(PHOSPHURS)	-	500	Phosphorous
Clause -4, 4.1(SULPHUR)	-	500	Sulphur
Clause -4, 4.1( CARBON)	-	500	Carbon
Cl 6.1(Diameter)	-	300	Dimension
Clause 8.1(Yield Stress)	-	1500	Yield Stress
Clause 8.1(Elongation)	-	1500	Elongation

18 Dec, 2027

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IS 432 : Part 2 (1982)

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

All

5850 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 4.1(Workmanship)	-	500	NA
Cl 5 & 6(Diameter)	-	500	DIMENSIONS
Cl 7(UTM)	-	2000	Tensile
Cl 8.3(Bending To Both Side At 90°, Then Straight)	-	1500	Reverse Bend
Clause 3.1.1(Sulphur)	-	500	Sulphur
Clause 3.1.1(Phosphorus)	-	500	Phosphorous
Clause 7.1(Ultimate Tensile Stress)	-	2000	Tensile Strength
Cl. 7.1(Proof Stress 0.2 %)	-	2000	Proof Stress 0.2 %
Cl. 7.1(Elongation)	-	2000	Elongation
Cl. 6.2(Length)	-	500	Dimensions

18 Dec, 2027

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-

IS 1785 : Part 2 (1983)

Specification for plain hard drawn steel wire for prestressed concrete: Part 2 as - Drawn wire (First Revision)

All

6000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 5.1(Diameter)	-	500	Dimensions
Cl 5.1.2(Weight)	-	500	Dimension
Cl 6.1(Tensile Test On UTM)	-	3000	Tensile Test
Cl 6.2(Tensile Test On UTM)	-	3000	Tensile Test
Cl 6.3(Tensile Test On UTM)	-	1500	Reverse Bend
Cl. 7.4(0.2 % Proof Stress )	-	300	0.2 % Proof Stress
Cl. 7.5(Ductility/ Reverse Bend Test)	-	1500	Reverse Bend
Clause 3.3(Workmanship )	-	500	Workmanship (General)
Clause 3.4(Surface Finish)	-	500	Surface Finish (Freedom from Defects)

18 Dec, 2027

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IS 2185 : Part 2 (1983)

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

All

20000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.7(Moisture Movement)	-	3000	-
8.6(Drying shrinkage)	-	7500	-
8.5, Table 1(Water Absorption)	-	3000	-
8.4, Table 1(Compressive strength)	-	5000	-
8.3(Block Density)	-	1000	-
3.2.5(Thickness of Web)	-	1000	All Dimension
3.2.5(Face Shell Thickness)	-	1000	All Dimension
3.2(Width)	-	1000	All Dimension
3.2(Height)	-	1000	All Dimension
3.2(Length)	-	1000	All Dimension

18 Dec, 2027

-
-

IS 712 (1984)

Specification for building limes (Third Revision)

All

12000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 4.1 - Table 1 - i(Calcium and Magnesium Oxides, on ignited basis - IS 6932 (part 1) : 1973)	-	4000	Calcium and Magnesium Oxides, on ignited basis
Cl. 4.1 - Table 1 - ii(Magnesium Oxides, on ignited basis - IS 6932 (part 1) : 1973)	-	2000	Magnesium Oxides, on ignited basis
Cl. 4.1 - Table 1 - iii(Silica, Alumina and Ferric oxide, on ignited basis - IS 6932 (part 1) : 1973)	-	3000	Silica, Alumina and Ferric oxide, on ignited basis
Cl. 4.1 - Table 1 - iv(Unhydrated Magnesium oxide, on ignited basis - IS 6932 (part 5) : 1973)	-	1000	Unhydrated Magnesium oxide, on ignited basis
Cl. 4.1 - Table 1 - v(Insoluble Residue in dilute acid and alkali, on ignited basis - IS 6932 (part 1) : 1973)	-	1500	Insoluble Residue in dilute acid and alkali, on ignited basis
Cl. 4.1 - Table 1 - vi(Carbondioxide on oven dried basis - IS 6932 (part 2) : 1973)	-	2000	Carbondioxide on oven dried basis
Cl. 4.1 - Table 1 - vii(Free moisture content - IS 1514 : 1959)	-	2000	Free moisture content
Cl. 4.1 - Table 1 - viii(Available lime as CaO (dry basis) - IS 1514 : 1959)	-	3000	Available lime as CaO (dry basis)
cl 4, Table 2(Physical reqd)	-	12000	Complete Charges (Physical & Chemical)
Clauses 5.1 Table No. 2, SI No. (i) a) (Fineness- (Residue on 2.36 mm IS Sieve))	-	3000	Fineness, Residue on 2.36mm ,300 micron and 212 micron IS sieve
Clauses 5.1 Table No. 2, SI No. (i) b) (Fineness- (Residue on 300 micron IS Sieve))	-	3000	Fineness, Residue on 2.36mm ,300 micron and 212 micron IS sieve
Clauses 5.1 Table No. 2, SI No. (i) c) (Fineness- (Residue on 212 micron IS Sieve))	-	3000	Fineness, Residue on 2.36mm ,300 micron and 212 micron IS sieve
Clauses 5.1 Table No. 2, SI No. (ii) a) (Residue on slaking (Residue on 850 micron IS sieve))	-	5000	Residue on slaking, Residue on 850micron and 300 micron IS sieve
Clauses 5.1 Table No. 2, SI No. (ii) b) (Residue on slaking (Residue on 300 micron IS sieve))	-	5000	Residue on slaking, Residue on 850micron and 300 micron IS sieve
Clauses 5.1 Table No. 2, SI No. (iii) a) (Initial Setting time)	-	12000	Complete Charges (Physical & Chemical)
Clauses 5.1 Table No. 2, SI No. (iii) b) (Final Setting time)	-	12000	Complete Charges (Physical & Chemical)
Clauses 5.1 Table No. 2, SI No. (iv) a) (Compressive strength at 14 days)	-	12000	Complete Charges (Physical & Chemical)
Clauses 5.1 Table No. 2, SI No. (iv) b) (Compressive strength at 28 days)	-	12000	Complete Charges (Physical & Chemical)
Clauses 5.1 Table No. 2, SI No. (v) (Transverse strength at 28 days)	-	12000	Complete Charges (Physical & Chemical)
Clauses 5.1 Table No. 2, SI No. (vi) (Workability Bumps)	-	12000	Complete Charges (Physical & Chemical)
Clauses 5.1 Table No. 2, SI No. (vii) (Volume yield)	-	12000	Complete Charges (Physical & Chemical)
Clauses 5.1 Table No. 2, SI No. (viii) (Soundness- Le chatelier Expansion)	-	12000	Complete Charges (Physical & Chemical)
Clauses 5.1 Table No. 2, SI No. (ix) (Popping Pitting)	-	12000	Complete Charges (Physical & Chemical)

18 Dec, 2027

-
-

IS 2185 : Part 3 (1984)

Concrete Masonry Units Part 3 Autoclaved Cellular Aerated Concrete Blocks

30000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.2(Physical requirments-Dimensions-Length)	-	2000	Testing of all Dimensions (Length, Width & Height)
8.2(Physical requirments-Dimensions-Height)	-	2000	Testing of all Dimensions (Length, Width & Height)
8.2(Physical requirments-Dimensions-Width)	-	2000	Testing of all Dimensions (Length, Width & Height)
8.3(Physical requirments- Block density)	-	5000	Block Density
8.4(Physical requirments- Compressive strength)	-	5000	Compressive Strength
8.5(Thermal Conductivity)	-	15000	Thermal Conductivity
8.6( Drying Shrinkage )	-	7500	Drying Shrinkage
8.1.1(General (Exposed wall construction))	-	2000	Dimensions and Visual
3.1(Shape)	-	2000	Dimensions and Visual
3.3(Faces & Arises)	-	2000	Dimensions and Visual
3.4(Special Faces)	-	2000	Dimensions and Visual
8.6, 9.4 & 11.5(Grade)	-	2000	Dimensions and Visual
3.2 & 8.2(Indivisual Length)	-	2000	Dimensions and Visual
3.2 & 8.2(Indivisual Width)	-	2000	Dimensions and Visual
3.2 & 8.2(Indivisual Height)	-	2000	Dimensions and Visual
8.3 & 9.1 Table 1(Indivisual Block Density)	-	5000	-
8.4, 9.2 & 11.3(Indivisual Moisture Content)	-	5000	-
8.4, 9.2 & 11.3 & Table 1(Indivisual Compressive strength)	-	5000	-
8.4, 9.2 & 11.3(Indivisual Bulk density)	-	5000	-

18 Dec, 2027

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-

IS 11587 (1986)

Specification for structural weather resistant steels

All

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 8(Tensile Test)	-	10000	NA
Cl 9(Bend Test)	-	2000	Bend
Cl 11(Flattening Test)	-	3000	Flattening
Cl 10(Impact Test)	-	5000	Impact
Cl 12(Freedom from Defects)	-	500	Freedom from Defects
Cl 13(Dimensions)	-	1000	Dimensions
Cl 16(Mass)	-	500	Mass
Clause 5.1, Table -1(WR-Fe 480 A, C )	-	500	Carbon
Clause 5.1, Table -1(WR-Fe 480 B, C )	-	500	Carbon
Clause 5.1, Table -1(WR-Fe 500, C)	-	500	Carbon
Clause 5.1, Table -1(WR-Fe 480 A, Si)	-	500	Silicon
Clause 5.1, Table -1(WR-Fe 500, Si)	-	500	Silicon
Clause 5.1, Table -1(WR-Fe 480 B, Si)	-	500	Silicon
Clause 5.1, Table -1(WR-Fe 480 A, Mn)	-	500	Manganese
Clause 5.1, Table -1(WR-Fe 480 B, Mn)	-	500	Manganese
Clause 5.1, Table -1(WR-Fe 500, Mn)	-	500	Manganese
Clause 5.1, Table -1(WR-Fe 480 A, P )	-	500	Phosphorous
Clause 5.1, Table -1(WR-Fe 480 B, P )	-	500	Phosphorous
Clause 5.1, Table -1(WR-Fe 500, P)	-	500	Phosphorous
Clause 5.1, Table -1(WR-Fe 480 A, S )	-	500	Sulphur
Clause 5.1, Table -1(WR-Fe 480 B, S )	-	500	Sulphur
Clause 5.1, Table -1(WR-Fe 500, S)	-	500	Sulphur
Clause 5.1, Table -1(WR-Fe 480 A, Cr )	-	100	Chromium
Clause 5.1, Table -1(WR-Fe 480 A, Ni)	-	100	Nickle
Clause 5.1, Table -1(WR-Fe 480 A, Cu)	-	100	Copper
Clause 5.1, Table -1(WR-Fe 480 B, Cr )	-	100	Chromium
Clause 5.1, Table -1(WR-Fe 480 B, Cu)	-	100	Copper
Clause 5.1, Table -1(WR-Fe 480 B, V)	-	100	Vanadium
Clause 5.1, Table -1(WR-Fe 500, Cr)	-	100	Chromium
Clause 5.1, Table -1(WR-Fe 500, V)	-	100	Vanadium

18 Dec, 2027

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IS 7834 : Part 1 (1987)

injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 1 General requirements

8051.16 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.4(Minimum Thickness)	-	1000	ok
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Minimum Socket Length)	-	1000	ok
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Mean Socket Internal Diameter at Mid-Point of Socket Length)	-	1000	ok
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Out-of-roundness tolerances of socket inside diameter)	-	1000	ok
Cl. 6.1(Stress Relief Test- Appendix A)	-	5000	ok
Cl. 6.2(Opacity- Appendix B)	-	1000	ok
Cl. 6.3(Effect on Water[(Lead ( first extraction )]- Appendix C)	-	1500	ok
Cl. 6.3(Effect on Water[(Lead ( third extraction )]- Appendix C)	-	1500	ok
Cl. 6.3(Effect on Water [Dialkyl tin C4, and higher homologues, measured as tin ( third extraction )]- Appendix C)	-	1500	ok
Cl. 6.3(Effect on Water [Other toxic substances ( third extraction )]- Appendix C)	-	1500	ok
Cl. 6.4(Short-Term Hydraulic Test- Appendix D)	-	5000	ok
6.1.1(VCM Content Test)	-	10000	OK

18 Dec, 2027

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-

IS 7834 : Part 2 (1987)

injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 2 Specific requirements for 45 degrees elbows

9253.50 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
2.2.2, Table 1(45 ̊ Elbow Laying Length)	-	1000		ok
6.1.1(VCM Content Test)	-	10000		ok

18 Dec, 2027

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-

IS 7834 : Part 3 (1987)

injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 3 Specific requirements for 90 degree elbows

8008.31 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
cl 2.2.2(Dimensions)	-	1000		ok
6.1.1(VCM Content Test)	-	10000		ok

18 Dec, 2027

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-

IS 7834 : Part 4 (1987)

injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 4 Specific requirements for 90 degree tees

9132.35 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
2.2.2, Table 1(90 ̊ Elbow Laying Length)	-	1000		ok
6.1.1(VCM Content Test)	-	10000		OK

18 Dec, 2027

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-

IS 7834 : Part 5 (1987)

Injection Moulded PVC Socket Fittings With Solvent Cement Joints for Water Supplies - Part 5 : Specific Requirements for 45 degree Tees

9316.27 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
2.2.2, Table 1(45 ̊ Tees Laying Length, Z)	-	1000		ok
6.1.1(VCM Content Test)	-	10000		OK

18 Dec, 2027

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Bureau of Indian Standards

The National Standards Body of India

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