BIS - LIMS (Laboratory Information Management System)

National Test House (NWR)

E 763, ROAD NO. 9F1, VKI AREA, Jaipur, Jaipur, Rajasthan, 302013

9414046288 nthjaipur-ca@nic.in

Scope List

Reset

41 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Exclusion

Testing Charges (Excl. Of Taxes)

Facility Type

Effective Date

Validity Date

Remark

IS 4923 (2017)

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

8000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.7.1(Carbon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl.7.1(Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl.7.1(Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl.7.1(Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 15.2, Table 3(Tensile Strength- IS 1608)	-	1000	-
Cl. 15.2, Table 3(Yield Strength- IS 1608)	-	1000	-
Cl. 15.2, Table 3(Elongation- IS 1608)	-	1000	-
10.3(Thickness - IS 4923)	-	1000	-

Complete

31 Dec, 2026

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IS 277 (2018)

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

4000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 14(Length, Width & Thickness)	-	1000	-
6(Yield Strength-IS:1608(P1))	-	500	-
6(Elongation-IS:1608(P1))	-	500	-
6(Tensile Strength-IS:1608(P1))	-	500	-
Cl 10(Galvanising Test)	-	2000	-
5.1(carbon)	-	500	-
5.1(manganese)	-	500	-
5.1(sulphur)	-	500	-
5.1(phosphorus)	-	500	-
5.1(phosphorus)	-	500	-
5.1(Titanium)	-	500	-
7.4(Mass of Coating: Single Spot Test)	-	500	-

Complete

31 Dec, 2026

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IS 14333 (1996)

High Density Polyethylene Pipe For Sewerage -

16000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4(Colour)	-	1000	-
7(Visual Appearance)	-	1000	-
8.1(Hydraulic characteristics)	-	5000	-
8.2(Reversion)	-	1000	-
8.3(Density)	-	2000	-
8.4(Melt Flow Rate)	-	2000	-
Cl. 8.5, IS 2530-1963, Cl. 10(Cabon Black Content)	-	1500	-
Cl. 8.5, IS 2530-1963, Cl. 16(Carbon Black Dispersion)	-	1000	-

Complete

31 Dec, 2026

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Excluding: Anti-oxidant text (Cl.5.2)

IS 1786 (2008)

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

415/415D/415S/500/500D/500S/550/550D/600/650/700

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1(Carbon %)	-	500	-
4.1(Sulphur %)	-	500	-
4.1(Phosphorus %)	-	500	-
4.1(Sulphur and phosphorous)	-	500	-
Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs)	-	1000	-
Cl 7.2(Weight)	-	1000	-
Cl. 8.1 Table 3(Yield Stress (YS))	-	4000	-
Cl. 8.1 Table 3(Elongation, percentage)	-	999.99	-
Cl. 8.1 Table 3(Tensile Strength (TS))	-	4000	-
Cl. 8.1 Table 3(TS/YS ratio)	-	1000	-
Cl. 9.3, Table 4(Bend Test )	-	2000	-
Cl.9.4 & Cl. 9.4.1(Rebend test)	-	2000	-
Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs)	-	1000.01	-

Complete

31 Dec, 2026

-
Exclusion Pull out Test (Cl.5)

IS 7098 : Part 1 (1988)

Specification for crosslinked polyethylene insulated pvc sheathed cables: Part 1 for working voltages up to and including 1100 volts (First Revision)

XLPE insulated, PVC sheathed, armoured cable

20000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
15.1 a) i)(Annealing Test ( For copper wire ) )	-	1000	--
15.1 a) iv)(Resistance test - Main conductor)	-	1500	-
15.1 a) iv)(Resistance test - Neutral conductor)	-	500	-
9.2(Thickness of Insulation - Average)	-	500	-
9.3(Thickness of Insulation - Minimum)	-	500	-
14.3(Thickness of outer sheath - AVERAGE)	-	500	-
14.3(Thickness of outer sheath - minimum)	-	500	-
15.1 d) i) (Phyaical tests for insulation : Tensile Test)	-	1000	-
15.1 d) i) (Phyaical tests for insulation : Elongation)	-	500	-
15.1 e) i) (Physical tests for outer sheath : Tensile stregth)	-	500	-
15.1 e) i) (Physical tests for outer sheath : Elongation)	-	500	-
15.1 d) iii) (Phyaical tests for insulation : Hot set )	-	1000	-
15.1 d) iv) (Phyaical tests for insulation : Shrinkage )	-	500	-
15.1 d) iv) (Phyaical tests for insulation : Shrinkage - Crack observed )	-	500	-
15.1 e) iv) (Phyaical tests for Sheath : Shrinkage )	-	250	-
15.1 e) iv) (Phyaical tests for Sheath : Shrinkage - Crack observed )	-	250	-
15.1 e) iii) (Sheath: Loss of mass in air oven)	-	1000	-
15.1 e) v) (Sheath : Hot deformation)	-	500	-
15.1 e) vi) (Sheath : Heat shock test)	-	500	-
15.1 e) vii) (Sheath : Thermalstability)	-	1000	-
15.1 f)(INSULATION RESISTANCE TEST : Volume resistivity )	-	2000	-
16.2(HIGH VOLTAGE TEST )	-	2000	-
16.3(FLAMMABILITY TEST : Unaffected length )	-	500	-
16.3(FLAMMABILITY TEST : Period of Burning )	-	500	-
13.6 f)(ARMOURING: Mass of zinc coating )	-	1000	-
13.6 e)(ARMOURING: Uniformity of zinc coating)	-	1000	-
13.1.2(Armouring: Coverage )	-	500	-
13.6 a)(ARMOURING: Tensile Strength)	-	500	-
15.1 a) ii)(Tensile test (for aluminium) - Before stranding )	-	500	-
15.1 a) ii)(Tensile test (for aluminium) - After stranding )	-	500	-
16.13(Test for Halogen Acid Gas Evolution)	-	2000	-
16.14(Temperature Index)	-	2000	-
16.9(Oxygen Index Test)	-	2000	-

Complete

31 Dec, 2026

-
Exclusion: Cl.16.15 (Smoke Density)

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)	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	-

Complete

31 Dec, 2026

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IS 269 (2015)

Ordinary portland cement - Specification (Sixth Revision)

10000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	500	--
7 Table-3 iv 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 - Table - 1 viii(Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1000	-
6 - Table - 1 vii(Chloride content - Cl 4.13 of IS 4032:1985)	-	500	-
6 - Table - 1 vi(Loss on ignition - Cl 4.2 of IS 4032:1985)	-	500	-
6 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	500	-
6 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985)	-	1000	-
6 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	500	-
6 - Table - 1 ii(Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985)	-	500	-
6 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	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	-

Complete

31 Dec, 2026

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IS 694 (2010)

Polyvinyl chloride insulated unsheathed and sheathed cables/cords with rigid and flexible conductor for rated voltages up to and including 450/750 v (Fourth Revision)

PVC insulated, unsheathed and sheathed cable/cords

15000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1(Annealing test (for copper))	-	1000	-
4.2(Conductor resistance test)	-	1500	-
5.3(Thickness of Insulation)	-	500	-
8.3(Thickness of Sheath)	-	500	-
9(Overall dimensions)	-	500	-
Table 1 iii) c) 1)(Tensile strength (Without ageing))	-	1000	-
Table 1 iii) c) 1)(Elongation (Without ageing))	-	1000	-
Table 1 iii) d) 1)(Sheath -Tensile strength (Without ageing))	-	500	-
Table 1 iii) d) 1)(Sheath- Elongation (Without ageing))	-	500	-
Table 1 iii) c) 2)(Loss of mass- Insulation )	-	1000	-
Table 1 iii) d) 2)(Loss of mass- Sheath )	-	500	-
Table 1 iii) c) 4)(Shrinkage-Insulation)	-	500	-
Table 1 iii) d) 4)(Shrinkage- Sheath )	-	500	-
Table 1 iii) c) 5)(Heat shock-Insulation )	-	500	-
Table 1 iii) d) 5)(Heat shock-Sheath )	-	500	-
Table 1 iii) c) 6)(Hot deformation - Indentation depth- Insulation)	-	500	-
Table 1 iii) d) 6)(Hot deformation -Indentation depth - Sheath )	-	500	-
Table 1 iii) c) 7)(Thermal stability- Insulation )	-	500	-
Table 1 iii) d) 7)(Thermal stability- Sheath )	-	500	-
10.2(HV (room temperature))	-	1000	-
10.1(HV (water immersion))	-	3000	-
table 1 e) 3) (Volume Resistivity - Room temp )	-	1000	-
table 1 e) 3) (Volume Resistivity - Maximum temp)	-	1000	-
10.4(Flammability test- Unaffected portion)	-	300	-
10.4(Flammability test-Burning after flame removal)	-	200	-
Table 1 iii) d) 9)(Cold impact for sheath)	-	500	-
Table 1 iii) c) 8)(Cold bend for insulation)	-	500	-
Table 1 iii) d) 8)(Cold bend for sheath)	-	500	-
4.1(Tensile test (for Al)-Before Stranding)	-	500	-
4.1(Tensile test (for Al)- After Stranding)	-	500	-
10.5(Oxygen index)	-	2000	-
10.6(Test for Halogen Acid Gas Evolution)	-	2000	-
10.7(Temperature index)	-	2000	-

Complete

31 Dec, 2026

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-

IS 14543 (2016)

Packaged drinking water (Other Than Packaged Natural Mineral Water) - Specification (Second Revision)

20000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.2.1(Escherichia coli (or thermotolerant bacteria))	-	1000	-
5.4 i)(Dieldrin)	-	1000	-
5.4 i)(Malaoxon)	-	1000	-
5.4 i)(Malathion)	-	1000	-
5.4 i)(Methyl Parathion)	-	1000	-
5.4 i)(Atrazine)	-	1000	-
5.4 i)(Alachlor)	-	1000	-
5.4 i)(Butachlor)	-	1000	-
5.4 i)(Methyl Paraoxon)	-	1000	-
5.4 i)(phorate sulphone)	-	1000	-
5.4 i)(Phorate sulphoxide)	-	1000	-
5.4 i)(Phorate)	-	1000	-
5.4 i)(Chlorpyrifos)	-	1000	-
5.4 i)(Ethion)	-	1000	-
5.4 i)(alpha-Endosulfan)	-	1000	-
5.4 i)(Gamma-HCH (Lindane))	-	1000	-
5.4 i)(beta-HCH)	-	1000	-
5.4 i)(alpha-HCH)	-	1000	-
5.4 i)(p,p DDD)	-	1000	-
5.4 i)(o,p DDD)	-	1000	-
5.4 i)(o,p DDE)	-	1000	-
5.4 i)(p,p DDE)	-	1000	-
5.4 i)(p,p DDT)	-	1000	-
5.4 i)(o,p DDT)	-	1000	-
5.4 i)(Monocrotophos)	-	1000	-
5.4 i)(beta-Endosulfan)	-	1000	-
5.4 i)(Endosulfan Sulphate)	-	1000	-
5.4 i)(2,4-D)	-	1000	-
5.4 i)(Isoproturon)	-	1000	-
5.3 Table-3 vii(Nickel (as Ni))	-	1000	-
5.3 Table-3 vi(Chromium (as Cr))	-	1000	-
5.3 Table-3 v(Lead (as Pb))	-	1000	-
5.3 Table-3 iii(Arsenic (as As))	-	1000	-
5.3 Table-3 ii(Cadmium (as Cd))	-	1000	-
5.3 Table-2 xxiv(Borates (as B))	-	1000	-
5.3 Table-2 xxiii(Antimony (as Sb))	-	1000	-
5.3 Table-2 xii(Selenium (as Se),)	-	1000	--
5.3 Table-2 x(Aluminium (as Al))	-	1000	-
5.3 Table-2 ix(Silver (as Ag))	-	1000	-
5.3 Table-2 viii(Zinc (as Zn))	-	1000	-
5.3 Table-2 iv(Manganese (as Mn))	-	1000	-
5.3 Table-2 iii(Iron (as Fe),)	-	1000	-
5.3 Table-2 ii(Copper (as Cu))	-	1000	-
5.3 Table-2 i(Barium (as Ba))	-	1000	-
5.3 Table-1vi(pH)	-	1000	-
5.3 Table-1 iv(Turbidity)	-	1000	-
5.3 Table-2vii(Fluoride (as F))	-	1000	-
5.3 Table-2 vi(Nitrite (as NO2))	-	1000	-
5.3 Table-2 v(Nitrate (as NO3))	-	1000	-
5.3 Table-2 xiii(Sulphate (as SO4),)	-	1000	-
5.3 Table-2 xvii(Sodium (as Na))	-	1000	-
5.3 Table-2 xviii(Residual free chlorine)	-	1000	-
5.3 Table-2 xx(Mineral oil)	-	1000	-
5.3 Table-3 i(Mercury (as Hg))	-	1000	-
5.3 Table-3 ix (Polynuclear aromatic hydrocarbons)	-	1000	-
5.3 Table-3 viii (Polychlorinated biphenyle (PCB))	-	1000	-
5.3 Table-2 xi(Chloride (as Cl))	-	1000	-
5.3 Table-1 i(Colour)	-	1000	-
5.3 Table-2 xiv(Alkaliniity (as HCO3))	-	1000	-
5.3 Table-2 xv(Calcium (as Ca),)	-	1000	-
5.3 Table-2 xvi(Magnesium (as Mg))	-	1000	-
5.3 Table-2 xix (Phenolic compounds (as C6H5OH))	-	1000	-
5.3 Table-2 xxii(Sulphide (as H2S))	-	1000	-
5.3 Table-3 iv (Cyanide (as CN))	-	1000	-
5.3 Table-1 ii(Odour)	-	1000	-
5.3 Table-1 iii(Taste)	-	1000	-
5.3 Table-1 v(Total dissolved solids)	-	1000	-
5.3 Table-2 xxi (Anionic surface active agents (as MBAS))	-	1000	-
5.4 i)(Delta-HCH)	-	1000	-
5.3 Table-2 xxv(Bromates (as BrO3),)	-	1000	-
5.4(ii)(Total Pesticide Residues / USEPA 525.2-1995 (Rev 2) USEPA 8141A – 1994 (Rev I) USEPA 507-1989 (Rev 2) USEPA 1657A – 2000 USEPA 508-1989 (Rev 3) USEPA 515.1 – 1995 USEPA 532 – 2000 (Rev 1)	-	10000	-
5.2.9(Vibrio parahaemolyticus)	-	1000	-
5.2.9(Vibrio cholera)	-	1000	-
5.2.8(Shigella)	-	1000	-
5.2.8(Salmonella)	-	1000	-
5.2.7(Yeast and Mould)	-	1000	-
5.2.6(Aerobic Microbial Count at 37°C)	-	1000	-
5.2.6(Aerobic Microbial Count at 20-22°C)	-	1000	-
5.2.5(Pseudomonas Aeruginosa)	-	1000	-
5.2.4(Sulphite Reducing Anaerobes)	-	1000	-
5.2.3(Staphylococcus Aureus)	-	1000	-
5.2.3(Faecal Streptococci)	-	1000	-
5.2.2(Coliform)	-	1000	-
5.4 i)(Aldrin)	-	1000	-
5.3(Description)	-	1000	-
10.0(Water potability test - odour)	-	1000	-
4.6.6(Overall Migration-caps)	-	1000	-
4.6.5(Overall Migration-bottles)	-	1000	-
4.6.4(Drop test)	-	1000	-
4.6.3( Air pressure leakage test)	-	500	-
4.6.3( Vibration leakage test )	-	1000	-
4.6.3( Clousure leakage test)	-	500	-
4.6.2(Transparency)	-	1000	-
4.5(Thickness- Bottom)	-	500	-
4.5(Thickness- Middle)	-	500	-
4.5(Thickness- Top)	-	500	-
4.4(Brirnful Capacity )	-	1000	-
4.2(Design, Shape & Dimension)	-	500	-

Complete

31 Dec, 2026

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-

IS 4454 : Part 1 (2001)

Steel wire for mechanical springs - Specification: Part 1 cold drawn unalloyed steel wire (Third Revision)

SL/SM/DM/SH/DH 5 mm

6000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 8(Workmanship)	-	500	-
Cl 9(Diameter & Difference Between Two Reading On Any Two Diameters)	-	500	-
Cl 10(Tensile Test, Wrap Test, Torsion Test, Bend Test, Coiling and Stretching, Cast of wire, Deep Etch Test & Decarburization Test)	-	4000	-
7.1, 7.2(carbon)	-	500	-
7.1, 7.2(silicon )	-	500	-
7.1, 7.2(manganese)	-	500	-
7.1, 7.2(sulphur)	-	500	-
7.1, 7.2(phosphorus)	-	500	-
7.1, 7.2(copper)	-	500	-
7.1, 7.2(sulphur + phosphorus)	-	1000	-

Complete

31 Dec, 2026

-
-

IS 4984 (2016)

Polyethylene pipes for water supply - Specification (Fifth Revision)

20mm to 355mm

36000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.7(Density)	-	2000	-
8.4( Melt Flow Rate)	-	2000	-
8.2(Longitudinal Reversion Test)	-	1000	-
8,/8.1/8.1.1 table-5(PERFORMANCE REQUIREMENTS / Hydraulic Characteristics/ Internal Pressure Creep Rupture Test of Pipe)	-	5000	-
7.4.1.2(Ovality)	-	0	-
6.2.1(6.1.1 Identification Stripes)	-	0	-
6.2(Colour)	-	0	-
8.6(Overall migration)	-	2000	Inter-laboratory o Chemical Lab of NTH Jaipur
8.3(Carbon black)	-	1500	--
7.4 table -3 & 4(6.1 Dimensions)	-	1000	-
8.10(Slow Crack Growth Rate)	-	20000	For 1000 hrs Testing charge Rs.20,000/- For 500 hrs Testing charges Rs.10000/-
8.9 table-6(Elongation at Break)	-	1000	-
8.8(Tensile Strength for Butt-fusion)	-	1000	Butt fusion facilities not available at present
8.5 (Oxidation Induction Time)	-	2000	-
8.1.2 table -5(Internal Pressure Creep Rupture Test of Pipe Joints)	-	5000	-
5.2(Volatile matter Content)	-	1000	Interlab to Chemical Lab of NTH Jaipur
5.3(Toluene Extract)	-	1000	Interlab to Chemical Lab of NTH Jaipur
Clause 7.1(Visual Apperance)	-	0	-
Cl. 8.3(Carbon Black Content)	-	1500	-
Clause 8.3(Carbon Black Dispersion)	-	1000	-
7.2(Length)	-	0	-
6.1.4(PIPE DESCRIPTION)	-	0	-
6.1.3 (PIPE DESCRIPTION)	-	0	-

Complete

31 Dec, 2026

-
Excluding: Anti-oxidant text (cl.5.4)

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)	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	-

Complete

31 Dec, 2026

-
-

IS 1554 : Part 1 (1988)

Specification for pvc insulated (Heavy Duty) electric cables: Part 1 for working voltages up to and including 1100 v (Third Revision)

Up to & including 1100 V

20000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
15.1 a) 1)(Tests on conductor : Annealing test ( for copper ))	-	1000	-
15.1 a) 4)(Tests on conductor : Conductor resistance test)	-	2000	-
9.2(INSULATION : Thickness of Insulation)	-	500	-
14.4.1(Thickness of Outer Sheath : Unarmowed Cables)	-	500	-
14.4.2(Thickness of Outer Sheath : Armoured Cables)	-	500	-
15.1 d)1)(Phyaical tests for insulation : Tensile Test)	-	1000	-
15.1 d)1)(Phyaical tests for insulation : Elongation )	-	500	-
15.1 d)1)(Physical tests for sheath : Tensile stregth )	-	1000	-
15.1 d)1)(Physical tests for sheath : Elongation )	-	500	-
15.1 d)3)(Phyaical tests for insulation : Shrinkage - Crack observed )	-	500	-
15.1 d)3)(Phyaical tests for Sheath : Shrinkage - Crack observed )	-	500	-
15.1 d)4)(Hot deformation : Insulation )	-	500	-
15.1 d)4)(Hot deformation : Sheath )	-	500	-
15.1 d)5)( Loss of mass in air oven- Insulation )	-	1000	-
15.1 d)5)( Loss of mass in air oven- sheath )	-	500	-
15.1 d)6)(Heat shock test- sheath )	-	500	-
15.1 d)7)(Thermal stability- Sheath )	-	500	-
15.1 d)7)(Thermal stability- insulation )	-	500	-
15.1.e(Insulation resistance Test- Volume Resistivity At Room temperature)	-	1000	-
15.1.e(Insulation resistance Test- Volume Resistivity At Maximum rated temperature temperature)	-	500	-
15.1 g)(High voltage test at room temperature)	-	1000	-
16.3.1(High Voltage Test ( Water Immersion Test ) : a.c. Test)	-	3000	-
16.4(Flammability Test- Un affected portion)	-	300	-
16.4(Flammability Test- Period of Burning)	-	200	-
15.4 a)(Cold bend test- Sheath ( Optional test))	-	1000	-
15.4 b)(Cold impact test- Sheath ( Optional test))	-	1000	-
13.5.1(ARMOURING : Resistance)	-	1000	-
16.5(Oxygen Index Test)	-	2000	-
16.9(Test for Halogen Acid Gas Evolution)	-	2000	-
16.1(Temperature Index)	-	2000	-

Complete

31 Dec, 2026

-
Exclusion Smoke density test

IS 303 (1989)

Plywood for General Purposes -

BWR/MR

13000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4(Grade - For BWR grade)	-	0	-
4(Grade - For MR grade)	-	0	-
5.1(Type - For AA Type)	-	1000	-
5.1(Type - For AB Type)	-	1000	-
5.1(Type - For BB Type)	-	1000	-
5.2, Table 1, Table 2(Quality Requirements - Cl. 5.2)	-	1000	-
9(Workmanship and Finish - Cl.9, 8.3, Annexure C)	-	500	-
9(Workmanship and Finish - Cl.9, 8.3, Annexure C)	-	500	-
8(Dimensions & Tolerances - Length - Cl. 8)	-	500	-
8(Dimensions & Tolerances - Width - Cl. 8)	-	500	-
8(Dimensions & Tolerances - Thickness - Cl. 8)	-	500	-
8(Dimensions & Tolerances - Squareness - Annexure C)	-	500	-
8(Dimensions & Tolerances - Edge Straightness - Annexure C)	-	500	-
11.3(Moisture Content - Part 1 of IS 1734)	-	1000	-
11.2.1(Glue Adhesion - Water resistance test - 11.2.1.1 [for BWR Grade])	-	2000	-
11.2.1(Glue Adhesion - Water resistance test - 11.2.1.1 [for MR Grade])	-	2000	-
11.2.2(Glue Adhesion - Mycological test - 11.2.2, Part 7 of IS 1734 [for MR Garde only])	-	1500	-
11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	750	-
11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	0	-
11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average)	-	750	-
11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual)	-	0	-
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average)	-	750	-
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual)	-	0	-
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average)	-	750	-
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual)	-	0	-

Complete

31 Dec, 2026

-
-

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)	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	-

Complete

31 Dec, 2026

-
-

IS 4985 (2000)

Unplasticized pvc pipes for potable water supplies - Specification (Third Revision)

20mm to 355mm

16000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
11.2(Resistance to External Blows at 0°C)	-	1000	-
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test))	-	5000	-
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test))	-	20000	-
10.6(PHYSICAL AND CHEMICAL CHARACTERISTICS- Density)	-	2000	-
10.5(PHYSICAL AND CHEMICAL CHARACTERISTICS- Vicat Softening Temperature)	-	1000	-
10.4(PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test)	-	1000	-
10.2(PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity)	-	1000	-
10.1.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance)	-	500	-
Clause 10.7(Sulphated Ash Content)	-	1000	-
10.1(Colour)	-	500	-
10.3(Effect on Water)	-	2000	-
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Maximum))	-	500	-
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Minimum))	-	500	-
7.1.2.1(DIMENSIONS-PIPE-Average Thickness)	-	500	-
10.3("Effect on Water a) Lead (first extraction) ")	-	5000	-
10.3(b) Lead (Third extraction))	-	1000	-
10.3(d) Cadmium (All three extracts))	-	1000	-
10.3(e) Mercury (All three extracts))	-	1000	-
9.1(PIPE ENDS)	-	1000	-

Complete

31 Dec, 2026

-
-

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)	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	-

Complete

31 Dec, 2026

-
-

IS 2062 (2011)

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

E250 -E650/A/BR/B0

13000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 7(Workmanship)	-	500	-
Cl 10.3(UTM)	-	4000	-
Cl 11.3(Press)	-	2000	-
Cl 12(Sudden Load Applied)	-	6000	-
Cl 15(Length, Width & Thickness)	-	500	-
Cl 18(Weight)	-	500	-

Complete

31 Dec, 2026

-
Exclusion: Cl 13 (Y Groove Cracking Test), Cl 12 (Sudden Load Applied)

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)	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	-

Complete

31 Dec, 2026

-
-

IS 456 (2000)

Plain and reinforced concrete - Code of practice (Fourth Revision)

4000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	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	-

Complete

31 Dec, 2026

-
-

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)	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	-

Complete

31 Dec, 2026

-
-

IS 15410 (2003)

Containers for packaging of natural mineral water and packaged drinking water - Specification

100ml to 5 Litre

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.6.3(LEAKAGE TEST)	-	1000	-
4.6.4(DROP TEST)	-	1000	-
4.6.5(MIGRATION TEST)	-	2000	-
4.6.6(PORTABILITY TEST)	-	2000	-
4.6.6 (chem)(Water Potability test (after 30 days) (a) Taste (b) Odour)	-	2000	-
4.6.5 , IS:9845:1998 (chem)(Migration of Caps - a. Amount of extractive)	-	2000	-
4.6.3, clause 6 of IS:2798:1998(Leakage test- c. Air pressure leakage)	-	1000	-
4.6.3, clause 6 of IS:2798:1998(Leakage test- b. Vibration leakage)	-	1000	-
4.6.3, clause 6 of IS:2798:1998(Leakage test- a. Closure leakage )	-	1000	-
4.5, IS:2798:1998(Wall thickness- Bottom, in mm)	-	1000	-
4.5, IS:2798:1998(Wall thickness- Middle , in mm)	-	1000	-
Cl. 4.5(Cl. 4.5 Wall Thickness (Top))	-	1000	-
4.4 , clause 5 of IS:2798:1998(Brimful capacity in ml)	-	1000	-
4.3(Workmanship, Finish & Appearance)	-	1000	-
4.2(Design, Shape & Dimension )	-	1000	-
4.5 (chem)(a) Wall Thickness, mm Top)	-	500	-
Cl.4.6.7.2 and 4.6.7.3, Table 3, (i)(Barium)	-	1000	-
Cl.4.6.7.2 and 4.6.7.3, Table 3, (ii)(Cobalt)	-	1000	-
Cl.4.6.7.2 and 4.6.7.3, Table 3, (iii)(Copper)	-	1000	-
Cl.4.6.7.2 and 4.6.7.3, Table 3, (iv)(Iron)	-	1000	-
Cl.4.6.7.2 and 4.6.7.3, Table 3, (v)(Lithium)	-	1000	-
Cl.4.6.7.2 and 4.6.7.3, Table 3, (vi)(Manganese)	-	1000	-
Cl.4.6.7.2 and 4.6.7.3, Table 3, (vii)(Zinc)	-	1000	-
Cl.4.6.7.2 and 4.6.7.3, Table 3, (viii)(Antimony)	-	1000	-
Cl.4.6.7.2 and 4.6.7.3, Table 3, (ix)(Phthalic acid, bis(2-ethylhexyl) ester (DEHP))	-	1000	-
4.0 (chem)(MATERIAL)	-	1000	-
4.6.2(TRANSPARANCY)	-	1000	-

Complete

31 Dec, 2026

-
-

IS 13428 (2005)

Packaged natural mineral water specification (Second Revision)

20000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.2 Table-2 i(Nitrate (as NO3))	-	1000	-
6.2 Table-1 i(Colour)	-	1000	-
6.2 Table-1 ii(Odour)	-	1000	-
6.2 Table-1 iii(Taste)	-	1000	-
6.2 Table-1 iv(Turbidity)	-	1000	-
6.2 Table-1 v(Total dissolved solids)	-	1000	-
6.2 Table-1 vi(pH)	-	1000	-
6.2 Table-2 ii(Nitrite (as NO2))	-	1000	-
6.2 Table-2 iii(Sulphide (as H2S))	-	1000	-
6.2 Table-2 iv(Manganese (as Mn))	-	1000	-
6.2 Table-2 v(Copper (as Cu))	-	1000	-
6.2 Table-2 vi(Zinc (as Zn))	-	1000	-
6.2 Table-2 vii(Flouride (as F))	-	1000	-
6.2 Table-2 viii(Barium (as Ba))	-	1000	-
6.2 Table-2 ix(Antimony (as Sb))	-	1000	-
6.2 Table-2 x(Borates (as B))	-	1000	-
6.2 Table-2 xi(Silver (as Ag))	-	1000	-
6.2 Table-2 xii(Chloride (as Cl))	-	1000	-
6.2 Table-2 xiii(Sulphate (as SO4),)	-	1000	-
6.2 Table-2 xiv(Magnesium (as Mg))	-	1000	-
6.2 Table-2 xv(Calcium (as Ca))	-	1000	-
6.2 Table-2 xvi(Sodium (as Na))	-	1000	-
6.2 Table-2 xvii(Alkalinity (as HCO3))	-	1000	-
6.2 Table-2 xviii(Selenium (as Se))	-	1000	-
6.2 Table-2 xix(Mineral Oil)	-	1000	-
6.2 Table-2 xx(Phenolic compounds (as C6H5OH))	-	1000	-
6.2 Table-2 xxi(Anionic surface active agents (as MBAS))	-	1000	-
6.2 Table-3 i(Arsenic (as As))	-	1000	-
6.2 Table-3 ii(Cadmium (as Cd))	-	1000	-
6.2 Table-3 iii(Cyanide (as CN))	-	1000	-
6.2 Table-3 iv(Chromium (as Cr))	-	1000	-
6.2 Table-3 v(Mercury (as Hg))	-	1000	-
6.2 Table-3 vi(Lead (as Pb)	-	1000	-
6.2 Table-3 vii(Nickel (as Ni))	-	1000	-
6.2 Table-3 viii(Polychlorinated biphenyle (PCB))	-	1000	-
6.2 Table-3 ix(Polynuclear aromatic hydrocarbons)	-	1000	-
6.3(o,p DDT)	-	1000	-
6.3(p,p DDT)	-	1000	-
6.3(o,p DDE)	-	1000	-
6.3(p, DDE)	-	1000	-
6.3(o,p DDD)	-	1000	-
6.3(p,p DDD)	-	1000	-
6.3(γ-HCH (Lindane))	-	1000	-
6.3(α-HCH)	-	1000	-
6.3(β-HCH)	-	1000	-
6.3(δ-HCH)	-	1000	-
6.3(α Endosulfan)	-	1000	-
6.3(β Endosulfan)	-	1000	-
6.3(Endosulfan Sulphate)	-	1000	-
6.3(Monocrotophos)	-	1000	-
6.3(Ethion)	-	1000	-
6.3(Chlorpyrifos)	-	1000	-
6.3(Phorate)	-	1000	-
6.3(Phorate sulphoxide)	-	1000	-
6.3(phorate sulphone)	-	1000	-
6.3(2,4-D)	-	1000	-
6.3(Butachlor)	-	1000	-
6.3(Isoproturon)	-	1000	-
6.3(Alachlor)	-	1000	-
6.3(Atrazine)	-	1000	-
6.3(Methyl Parathion)	-	1000	-
6.3(Methyl Paraoxon)	-	1000	-
6.3(Malathion)	-	1000	-
6.3(Malaoxon)	-	1000	-
6.3(Aldrin)	-	1000	-
6.3(Dieldrin)	-	1000	-
6.1.1(Escherichia coli(or thermotolerant bacteria))	-	1000	-
6.1.2(Coliform , bacteria)	-	1000	-
6.1.3(Faecal Streptococci )	-	1000	-
6.1.4(Sulphite Reducing Anaerobes )	-	1000	-
6.1.5(Pseudomonas Aeruginosa )	-	1000	-
6.1.6(Yeast and Mould )	-	1000	-
6.1.7(Salmonella )	-	10000	-
6.1.7(Shigella)	-	1000	-
6.1.8(Vibrio cholera )	-	1000	-
6.1.8(Vibrio parahemolyticus)	-	1000	-
6.1.3(Staphylococcus Aureus)	-	1000	-

Complete

31 Dec, 2026

-
Included w.e.f. 16.10.2017. Excluding test for Radioactive Residues (Cl.6.2, Table 4)

IS 280 (2006)

Mild steel wire for general engineering purposes (Fourth Revision)

0.125 to 12.5 mm

8000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 7 & Table 1(Diameter & Difference Between Two Reading On Any Two Diameters)	-	500	-
Cl 9(Tensile Test On UTM)	-	4000	-
Cl 11(Workmanship)	-	500	-
7 & 8(Diameter)	-	500	-
9.3(Bend test)	-	500	-
9.2(Wrapping Test)	-	500	-
11(Coating test)	-	500	-
13(Freedom from defects)	-	500	-

Complete

31 Dec, 2026

-
-

IS 278 (2009)

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

Size 1 to 6/ Type A and Type B

7875 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4(Type A/Type B)	-	500	-
5 Table-1(Sizes Diameter of Line wire)	-	500	-
5 Table-1(Sizes Diamater of Point wire)	-	500	-
5 Table-1(Sizes Mass of Completed barbed wire)	-	500	--
5 Table-1(Sizes Distance between two barbs)	-	500	-
5 Table-1(Sizes No. of Lays between the two consequtive barbs)	-	500	-
7.1(Manufacture)	-	500	-
7.2(Manufacture)	-	500	-
9.1(Freedom from defects)	-	500	-
9.2(Freedom from defects)	-	500	-
12.1(Tensile Strength)	-	4000	-
12.1(Breaking load)	-	4000	-
12.2.1(Mass of zinc coating (line wire))	-	2000	-
12.2.2(Mass of zinc coating (point wire))	-	2000	-
12.2(Uniformity of zinc coating)	-	1000	-
12.3(Ductility)	-	2000	-

Complete

31 Dec, 2026

-
-

IS 710 (2010)

Marine plywood - Specification (Second Revision)

20000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.1(WORKMANSHIP AND FINISH )	-	500	-
7.2(WORKMANSHIP AND FINISH )	-	0	-
7.3(WORKMANSHIP AND FINISH )	-	0	-
7.5(WORKMANSHIP AND FINISH )	-	0	-
6.1(DIMENSIONS)	-	300	-
6.1(DIMENSIONS)	-	300	-
6.2(DIMENSIONS)	-	300	-
6.3(DIMENSIONS)	-	300	-
6.3(DIMENSIONS)	-	300	-
9.1.1(MOISTURE CONTENT)	-	1000	-
9.1.2 , 9.1.2.1(Glue Adhesion in Dry State)	-	2000	-
9.1.2 , 9.1.2.2(Glue Adhesion in Dry State)	-	0	-
9.1.3 , 9.1.3.1.1(Water resistance test)	-	2500	-
9.1.3 , 9.1.3.1.2(Water resistance test)	-	0	-
9.1.5(Mycological test)	-	2500	-
9.1.5 , 9.1.3.1.1(Mycological test)	-	0	-
9.1.5 , 9.1.3.1.2(Mycological test)	-	0	-
9.1.4(Tensile strength)	-	2500	-
Cl. 9.1.4(Cl. 9.1.4 (Tensile Strength: Parallel to grain))	-	0	-
Cl. 9.1.4 (Cl. 9.1.4 (Tensile Strength: Perpendicular to grain))	-	0	-
Cl. 9.1.4(Cl. 9.1.4 (Tensile Strength: Sum of the Tensile Strength in two directions))	-	0	-
Cl. 9.1.2, 9.1.2.1 (Cl. 9.1.2 (Glue Adhesion in Dry State), 9.1.2.1 ( Glue Shear Strength: Individual))	-	0	-
Cl. 9.1.2, 9.1.2.1 (Cl. 9.1.2 (Glue Adhesion in Dry State), 9.1.2.1 ( Glue Shear Strength: Average ))	-	0	-
Cl. 9.1.3, 9.1.3.1.1 (Cl. 9.1.3 (Water Resistance Test) , 9.1.3.1.1 (Glue Shear Strength: Individual))	-	0	-
Cl. 9.1.3, 9.1.3.1.1 (Cl. 9.1.3 (Water Resistance Test ), 9.1.3.1.1 (Glue Shear Strength: Average))	-	0	-
Cl.9.1.5,9.1.3.1.1 (Cl.9.1.5 (Mycological Test),9.1.3.1.1 (Glue Shear Strength: Individual))	-	0	-
Cl.9.1.5,9.1.3.1.1 (Cl.9.1.5 (Mycological Test),9.1.3.1.1 ( Glue Shear Strength: Average))	-	0	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Along the Face Grain: Minimum Individual))	-	1500	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Along the Face Grain: Average))	-	0	-
Cl. 9.1.6 (Table 3)(Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Across the Face Grain: Minimum Individual))	-	0	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Across the Face Grain: Average))	-	0	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Along the Face Grain: Minimum Individual))	-	1500	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Along the Face Grain: Average))	-	0	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Across the Face Grain: Minimum Individual))	-	0	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Across the Face Grain: Average))	-	0	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Along the Face Grain: Minimum Individual))	-	1500	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Along the Face Grain: Average))	-	0	-
Cl. 9.1.7 (Table 4)(Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Across the Face Grain: Minimum Individual))	-	0	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Across the Face Grain: Average))	-	0	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Along the Face Grain: Minimum Individual))	-	1500	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Along the Face Grain: Average))	-	0	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Across the Face Grain: Minimum Individual))	-	0	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Across the Face Grain: Average))	-	0	-
9.1.8(Retention of preservative)	-	5000	-

Complete

31 Dec, 2026

-
-

IS 4990 (2011)

Plywood for concrete shuttering works - Specification (Third Revision)

20000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	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	--

Complete

31 Dec, 2026

-
-

IS 1237 (2012)

Cement Concrete Flooring Tiles - Specification

7000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	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	-

Complete

31 Dec, 2026

-
-

IS 13592 (2013)

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

Type A and B/75 mm to 350 mm

12000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.5(Surface colour of the pipes shall be dark shade of grey)	-	500	-
Cl.7.1(Mean outside diameter, outside diameter at any point for Type A and Type B pipes manufactured plain or with socket shall be as given in Table 1. Dimensions shall be measured according to the method given in IS 12235 (Part 1).)	-	500	-
Cl.7.1( wall thickness at any point for Type A and Type B pipes manufactured plain or with socket shall be as given in Table 1. Dimensions shall be measured according to the method given in IS 12235 (Part 1).)	-	500	-
Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid)	-	1000	-
Cl. 12, IS 12235 Part 11(Resistance to Di-Chloro-Methane )	-	1000	-
Cl.10.2(When determined in accordance with the method described in IS 12235 (Part 13), the tensile strength at break shall not be less than 45 MPa.)	-	1000	-
Cl.8.4(When determined in accordance with IS 12235 (Part 2), the vicat softening temperature of the specimen shall not be less than 79°C.)	-	1000	-
Cl.10.3(The axial shrinkage shall not exceed 2 percent when determined in accordance with Annex B.)	-	1000	-
Cl.11.(Jointing of solvent cementing joints is to be carried out using solvent conforming to IS 14182. Apply a pressure of 0.05 MPa for a period of 15 min and there should be no leakage at any joint.)	-	1000	-
Cl.8.2(When tested by the method described in IS 12235 (Part 5), a length of pipe sample of 200 ± 20 mm shall not alter in length by more than 5 percent. In the case of socket ended pipes, this test shall be carried out on the plain portion of pipe taken at least 100 mm away from the root of the socket.)	-	1000	-
Cl.8.5(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)	-	2000	-
8.6(Effect on Water Test)	-	5000	-
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	-
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.)	-	2000	-
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.)	-	1000	-
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.)	-	500	-
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.)	-	500	-

Complete

31 Dec, 2026

-
Exclusion: K-Value

IS 1161 (2014)

Steel tubes for structural purposes - Specification (Fifth Revision)

9000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 6(Outer Diameter, Thickness & Mass)	-	500	-
Cl 11(Tensile Test, Flattening Test & Cold Bend Test)	-	500	-
Clause - 5.1, Table-3( CARBON)	-	500	-
Clause - 5.1, Table-3(SULPHUR)	-	500	-
Clause - 5.1, Table-3(PHOSPHURS)	-	500	-

Complete

31 Dec, 2026

-
For above 50 mm nominal size only

Bureau of Indian Standards

The National Standards Body of India

National Test House (NWR)

E 763, ROAD NO. 9F1, VKI AREA, Jaipur, Jaipur, Rajasthan, 302013

9414046288 nthjaipur-ca@nic.in

Scope List