BIS - LIMS (Laboratory Information Management System)

National Test House (NWR) - NTH, Jaipur

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

9414046288 nthjaipur-ca@nic.in

Scope List

Reset

45 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

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
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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))	-	1000	-
Cl. 8.1 Table 3(Elongation, percentage)	-	1000	-
Cl. 8.1 Table 3(Tensile Strength (TS))	-	1000	-
Cl. 8.1 Table 3(TS/YS ratio)	-	500	-
Cl. 9.3, Table 4(Bend Test )	-	1000	-
Cl.9.4 & Cl. 9.4.1(Rebend test)	-	1000	-
Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs)	-	1000	-
4.1(CE)	-	1000	-
Cl. 7.2 Table -2 (Nominal Mass)	-	1000	-
Cl. 6.1(Nominal Size)	-	500	-
Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar))	-	1000	-
Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), )	-	1000	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 MANGANESE)	-	500	-
Cl.4.2 of IS 1786 (Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl.4.2 of IS 1786 (Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl.4.2 of IS 1786 (Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl.4.2 of IS 1786 (Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl.4.2 of IS 1786 (Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
8.18.1 Table 3(Total elongation at maximum force)	-	500	-
Cl. 4.3(Visual Inspection.)	-	500	-
Clause 6.3(Effective Cross-sectional Area)	-	500	-
13(Identification and marking)	-	500	-
7.1(Specified length)	-	500	-
9.5(Retest)	-	500	-
12(Inspection)	-	500	-

31 Dec, 2026

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-

IS 280 (2006)

Mild steel wire for general engineering purposes (Fourth Revision)

0.125 to 12.5 mm

8000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.3(Bend test)	-	1000	-
Cl 9(Tensile Test On UTM)	-	4000	-
Cl 11(Workmanship)	-	500	-
7 & 8(Diameter)	-	500	-
9.2(Wrapping Test)	-	1000	-
11(Coating test)	-	3000	-
13(Freedom from defects)	-	1000	-
7 & 8(Ovality)	-	500	-

31 Dec, 2026

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-

IS 15997 (2012)

Low nickel austenitic stainless steel sheet and strip for utensils and kitchen appliances - Specification

As per specification

12000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6(Freedom From Defects)	-	500	-
9.3(Tensile Test-1608:Part 1)	-	1000	-
9.3, Table 3 (Yield Strength, Mpa)	-	1000	-
9.3, Table 3 (Tensile Strength, Mpa)	-	1000	-
9.3, Table 3 (Elongation, %)	-	1000	-
9.4(Erichsen Cupping Test,(Average depth of cupping) mm)	-	2000	-
11(Surface finish)	-	500	-
12(Dimensions)	-	1000	-
14.1(Thickness,mm)	-	500	-
14.2( Width, mm)	-	500	-
14.3(Length, mm)	-	500	-
17(Marking)	-	500	-
14.4(Flatness, mm)	-	1000	-
14.5(Camber, mm)	-	1000	-
Clause 9.1, 9.2 & Table 3(IS 1608 Part 1)	-	1000	-
17(Marking)	-	500	-
Clause 9.1, 9.2 & Table 3(0.2 Percent Yield Strength)	-	1000	-
4.1(General requirements)	-	1000	-
6(Freedom from defects)	-	1000	-
7(Heat treatment)	-	1000	-
8.1, table 1(C Si Mn Ni Cr S P Cu Ni)	-	4000	-
9.1(Sample plan)	-	500	-
9.2(Tensile test)	-	3000	-
9.3(Mechanical properties)	-	3000	-
9.4(Erichsen cupping test)	-	2000	-
10(Retests)	-	0	-
11(Surface finish)	-	1000	-
12(Dimensions)	-	1000	-
13(Edge condition)	-	500	-
14.1(Thickness)	-	1000	-
14.2.1(Mill Edge)	-	500	-
14.2.2(Trimmed Edge)	-	500	-
14.3(Length)	-	1000	-
14.4(Flatness)	-	1000	-
14.5(Camber)	-	1000	-
15(Inspection)	-	0	-
8.1.1, table 2(Carbon Silicon Manganese Nickel Chromium Sulphur Phosphorus Copper Nitrogen)	-	4000	-
Cl. 8.1, 8.1.1 & 10.1 Table 1(Carbon -IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 8.1, 8.1.1 & 10.1 Table 1(Silicon -IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 8.1, 8.1.1 & 10.1 Table 1(Manganese -IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 8.1, 8.1.1 & 10.1 Table 1(Nickel -IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 8.1, 8.1.1 & 10.1 Table 1(Chromium -IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 8.1, 8.1.1 & 10.1 Table 1(Sulphur -IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 8.1, 8.1.1 & 10.1 Table 1(Phosphorus -IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 8.1, 8.1.1 & 10.1 Table 1(Copper -IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 8.1, 8.1.1 & 10.1 Table 1(Nitrogen -IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1000	-

31 Dec, 2026

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Included w.e.f. 29.10.2025 Exclusion: Cl. 8.1, 8.1.1 & 10.1 Table 1 (Carbon -IS 228 and relevant parts or any other established Instrumental/Chemical method.)

IS 398 : Part 6 (2021)

Aluminium Conductors For Overhead Transmission Purposes Part 6: High conductivity aluminium alloy stranded conductors

80000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
16.2(Visual Examination)	-	1000	-
16.3, Table 4(Measurement of Lay Ratio / Direction of Lay)	-	1000	-
16.3, Table 4(Measurement of Lay Ratio / Direction of Lay)	-	1000	-
16.3, Table 4(Measurement of Lay Ratio / Direction of Lay)	-	1000	-
16.3, Table 4(Measurement of Lay Ratio / Direction of Lay)	-	1000	-
16.4, Table 2(Measurement of Diameter of Individual Aluminium Alloy Wires)	-	1000	-
16.5, Table 2(Breaking Load Test - before stranding)	-	3000	-
16.5, Table 2(Breaking Load Test - after stranding)	-	3000	-
16.6, Table 1(Elongation Test - before stranding)	-	1000	-
16.6, Table 1(Elongation Test - after stranding)	-	1000	-
16.7, Table 2(Resistivity Test)	-	3000	-
16.8(Wrapping Test)	-	1000	-
11(Stranding)	-	1000	-
8(Freedom from defects)	-	1000	-
16.9, Table 3(Ultimate Tensile Strength on Stranded Conductor)	-	7000	-
16.11(Stress-strain Test)	-	50000	-
16.10, Table 3(d.c. Resistance Test on Stranded Conductor)	-	3000	-

31 Dec, 2026

-
Included w.e.f.09.10.2025

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
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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	-

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	--
6.1 Table-2 viii(Alkali content)	-	1000	-
6.1 Table-2 vii(Chloride content)	-	500	-
6.1 Table-2 vi(Loss on ignition)	-	500	-
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride)	-	500	-
6.1 Table-2 iv(Magnesia)	-	1000	-
6.1 Table-2 iii.(Insoluble residue)	-	500	-
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide)	-	500	-
6.1 Table-2 i.(Ratio of percentage of lime to percentage of silica, alumina and iron oxide)	-	500	-

31 Dec, 2026

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-

IS 1237 (2012)

Cement Concrete Flooring Tiles - Specification

7000 View breakup
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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	-

31 Dec, 2026

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-

IS 1659 (2004)

Block boards - Specification (Fourth Revision)

BWP-DEC, BWP-COM, MR-DEC, MR-COM

11000 View breakup
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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	-

31 Dec, 2026

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-

IS 8041 (1990)

Rapid hardening portland cement - Specific4tion (Second Revision)

10000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1(Fineness 4031 Part 2)	-	1000	--
6.2.1(Expansion by Le Chatelier- 4031 Part 3)	-	1000	--
6.2.1.1(Expansion after aeration - 4031 Part 3)	-	1000	--
6.2.1(Expansion by Autoclave- 4031 Part 3)	-	1000	--
6.2.1.1(Expansion after aeration- 4031 Part 3)	-	1000	--
6.3 a)(Setting Time Initial- 4031 Part 5)	-	500	--
6.3 b)(Setting Time Final- 4031 Part 5)	-	500	--
6.4 a)(Compressive Strength At 24 hrs ± 30 minutes - IS 4031 Part 6)	-	1000	--
6.4 b)(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1000	--
5.1 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	500	-
5.1 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	1000	-
5.1 - Table - 1 ii(Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985)	-	500	-
5.1 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985)	-	1000	-
5.1 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	500	-
5.1 - Table - 1 vi(Total loss on ignition - Cl 4.2 of IS 4032:1985)	-	500	-

31 Dec, 2026

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-

IS 383 (2016)

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

Coarse/Fine

17250 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 5.1(General)	-	15000	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate))	-	0	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate))	-	1000	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate ))	-	500	-
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate))	-	500	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate ))	-	500	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	2000	-
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	2000	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate))	-	0	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate ))	-	500	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate ))	-	500	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate))	-	500	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate))	-	500	-
5.2- TABLE-2- (Note-3) IS-2386 (P-2)(Mica content (fine aggregate))	-	500	-

31 Dec, 2026

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-

IS 15477 (2019)

Adhesives for use with ceramic tiles and mosaics

Type-I, II, III, IV, V

21000 View breakup
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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	-

31 Dec, 2026

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-

IS 2202 : Part 1 (1999)

Wooden flush door shutters (Solid Core Type) - Specification: Part 1 plywood face panels (Sixth Revision)

18000 View breakup
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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	-

31 Dec, 2026

-
-

IS 456 (2000)

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

4000 View breakup
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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	-

31 Dec, 2026

-
-

IS 1489 : Part 2 (2015)

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

Calcined clay based

11000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7 -Table 2- i(Fineness 4031 Part 2)	-	1000	-
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	500	-
7 -Table 2- ii- a(Expansion after aeration - 4031 Part 3)	-	0	-
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	500	-
7 -Table 2- ii- b(Expansion after aeration- 4031 Part 3)	-	0	-
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	500	-
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	500	-
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1000	-
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1000	-
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1000	-
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	1000	-
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	500	-
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	1000	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	500	-
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	1000	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	1000	-
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	2000	-

31 Dec, 2026

-
-

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	-

31 Dec, 2026

-
-

IS 8042 (2015)

White portland cement - Specification (Third Revision)

12000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 -Table 2- i(Fineness 4031 Part 2)	-	1000	--
6 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	1000	--
6 -Table 2- ii- a(Expansion after aeration - 4031 Part 3)	-	1000	--
6 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	1000	--
6-Table 2- ii- b(Expansion after aeration- 4031 Part 3)	-	1000	--
6 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	500	--
6 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	500	--
6 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1000	--
6 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1000	--
6 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1000	--
6 -Table 2- vi(Degree of whiteness-Annex B)	-	3000	--
5 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	500	-
5 - Table - 1 ii(Iron oxide - Cl 4.5 of IS 4032:1985)	-	500	-
5 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	500	-
5 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985)	-	1000	-
5 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	500	-
5 - Table - 1 vi(Loss on ignition - Cl 4.2 of IS 4032:1985)	-	500	-
5 - Table - 1 vii(Chloride content - Cl 4.13 of IS 4032:1985)	-	500	-

31 Dec, 2026

-
-

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	--

31 Dec, 2026

-
-

IS 14255 (1995)

Aertal bunched cables - For working voltages up to and including 1100 Volts - Specification

up to and including 1100 volts

24000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
10.1 c) iii)(Hot set test: Permanent elongation (set) after cooling - IS 10810: Part 30)	-	500	-
10.1 a) iii)(Resistance test - IS10810: Part 5)	-	2000	-
10.1 c) ii)(Ageing in air oven : Elongation variation- IS 10810: Part 11)	-	2000	-
10.1 c) i)(Physical tests for XLPE Insulation: elongation at break - IS 10810: part 7)	-	500	-
10.1 g)(High voltage test - IS10810:Part 45)	-	2000	-
10.1 c) iii)(Hot set test: Elongation under load - IS 10810: Part 30)	-	500	-
10.1 f)(Insulation resistance (Volume resistivity) test a) volume resistivity at 27°C - IS 10810: Part 43)	-	1000	-
10.1 b) iii)(Test on messenger conductor: Resistance test - IS 10810: Part 5)	-	1000	-
10.1 c) iv)(Shrinkage test : Shrinkage - 10810:Part 12)	-	500	-
10.1 c) i)(Physical tests for XLPE Insulation: Tensile strength - IS 10810: Part 7)	-	500	-
7.2( Thickness of insulation)	-	500	-
10.1 c) v)(Water ahsorption (Gravimetric) - IS 10810: Part 33 )	-	1000	-
10.1 a) ii)(Wrapping test - 10810: Part 3)	-	500	-
10.1 b) i)(Test on messenger conductor: Breaking load - IS 10810: Part 2)	-	1000	-
10.1 b) ii)(Test on messenger conductor: Elongation test - Cl 11.3)	-	1000	-
10.1 a) i)(Tests on phase/street light conductor: tensile test - Test method IS10810:Part 2)	-	1000	-
10.1 d) i)(Physical test for PE insulation: Tensile strength - IS 10810: Part 7 )	-	500	-
10.1 d) i)(Physical test for PE insulation: elongation at break - IS 10810: Part 7)	-	500	-
10.1 d) ii)(Melt flow index- IS 10810: Part 23)	-	2000	-
10.1 d) iii)(Carbon Black Content)	-	1000	-
10.1 d) iv)(Vicat softening point -IS 10810: Part 22)	-	1000	-
10.1 d) v)(Environmental stress cracking -IS 10810:Part29)	-	1000	-
4.1(Phase/Street Lighting conductor)	-	0	-
4.2(Messenger (Neutral Conductor or Otherwise))	-	0	-
5.1(Insulation)	-	0	-
6.1(Flexibility class)	-	0	-
6.2(Compactness)	-	0	-
6.3(Protective barrier)	-	0	-
6.4(size of street lighting conductor)	-	0	-
6.5(Size of messenger conductor )	-	0	-
6.6(Joints in messenger conductor )	-	0	-
7.1(Insulation)	-	0	-
7.3(Tolerance on thickness of insulation )	-	0	-
7.4(Aplication of the insulation )	-	0	-
7.5(Colour of the insulation )	-	0	-
8.1(Core identification)	-	0	-
8.2(Core identification)	-	0	-
8.3(Identification by other means)	-	0	-
9.1(Assembly (Laying up))	-	0	-
9.2(Assembly (Laying up))	-	0	-
9.3(Direction of lay)	-	0	-
10.1 c) ii)(Ageing in air oven : Tensile strength variation - IS 10810:Part 11)	-	0	-
11.4(Bending Test on the Completed Cable ( Optional) )	-	0	-
11.4(Bending Test on the Completed Cable ( Optional))	-	0	-
6.2(No of strands)	-	0	-
6.2(Surface)	-	0	-
6.6(Direction of outer layer)	-	0	-
10.1 c) iv)(Shrinkage test : Crack Observed - 10810:Part 12)	-	0	-
10.1 f)(Insulation resistance (Volume resistivity) test b) volume resistivity at 70°C - IS 10810: Part 43)	-	0	-

31 Dec, 2026

-
-

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
-

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	-

31 Dec, 2026

-
-

IS 12786 (1989)

Irrigation equipment - Polyethylene pipes for irrigation laterals - Specification

Outside Diameter 12, 16, 20, 25, 32mm

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1.c & 4.2.a (Carbon Black content - IS 2530 : 1963)	-	1500	-
4.2.b (The dispersion of Carbon Black content shall be satisfactory - IS 2530 : 1963)	-	1000	-
7.3(Tensile Test)	-	1000	-
7.3(Elongation at Break)	-	1000	-
7.4(SusceptibiIity to Environmental Stress Cracking)	-	2000	-
5 and Table 1(DIMENSIONS OF PIPES - outside diameters)	-	500	-
5 and Table 1(DIMENSIONS OF PIPES - wall thickness shall)	-	500	-
7.2(Reversion Test)	-	1000	-
7.1(Hydraulic Characteristics)	-	5000	-
6.1(Visual Appearance)	-	1000	-
7.1 Table-2 (b)Acceptance Test for 01 hour at 20°C & 6.9MPa induced stress)	-	5000	-
7.1 Table-2 (Hydraulic Characteristics a)Quality Test for 100 hours at 70°C & 2.5.MPa induced stress. )	-	5000	-
4.1.c.ii (Toluene extract - Annex A)	-	1000	-
4.1.c.iii (Volatile matter - Annex B )	-	1000	-

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	-

31 Dec, 2026

-
-

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	-

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	-

31 Dec, 2026

-
-

IS 278 (2009)

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

Size 1 to 6/ Type A and Type B

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
12.1(Tensile Strength)	-	3000	-
12.1(Breaking load)	-	3000	-
5 Table-1(Sizes Diameter of Line wire)	-	500	-
5 Table-1(Sizes Diamater of Point wire)	-	500	-
12.2.1(Mass of zinc coating (line wire))	-	1000	-
12.2.2(Mass of zinc coating (point wire))	-	1000	-
12.2(Uniformity of zinc coating)	-	1000	-
7.2(Manufacture)	-	500	-
9.1(Freedom from defects)	-	500	-
9.2(Freedom from defects)	-	500	-
12.3(Ductility)	-	2000	-
Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Silicon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Carbon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
4(Type A/Type B)	-	500	-

31 Dec, 2026

-
-

IS 1161 (2014)

Steel tubes for structural purposes - Specification (Fifth Revision)

As per IS

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	-
8 AND AS PER IS 4736(UNIFORMITY OF ZINC COATING)	-	1000	-
8 AND AS PER IS 4736(MASS OF ZINC COATING)	-	1000	-
Cl 7(Workmanship)	-	500	-
9(Straightness)	-	1000	-
10(Lengths)	-	500	-
5 AND AS PER IS 10748(CARBON EQUIVALENT)	-	500	-
Clause - 5.1, Table-3(SILICON)	-	500	-
Clause - 5.1, Table-3(MANGANESE)	-	500	-

31 Dec, 2026

-
-

IS 398 : Part 2 (1996)

Aluminium conductors for overhead transmission purposes - Specification: Part 2 aluminium conuuctors, galvanized steel - Reinforced (Third Revision)

10 to 560 sq, mm

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.1.1 & 13.2 Table-1 (mech)(Diameter of Aluminium Wires Before Stranding)	-	500	-
8.1.1 & 13.2 Table 2 (mech)(Diameter of Steel Wires Before Stranding)	-	500	-
8.1.1 & 13.2 Table-1 (mech)(Diameter of Aluminium Wires After Stranding)	-	500	-
8.1.1 & 13.2 Table 2 (mech)(Diameter of Steel Wires After Stranding)	-	500	-
10 (elec)(Stranding)	-	500	-
10 (elec)(Stranding)	-	500	-
13.3 Table 1 (mech)(Breaking Load of Aluminium Wires Before Stranding)	-	4000	-
13.3 Table 2 (mech)(Breaking Load of Steel Wires Before Stranding)	-	4000	-
13.3 Table 1 (mech)(Breaking Load of Aluminium Wires After Stranding)	-	4000	-
13.3 Table 2 (mech)(Breaking Load of Steel Wires After Stranding)	-	4000	-
13.4.1 (mech)(Ductility by Torsion Test before stranding)	-	2000	-
13.4.1 (mech)(Ductility by Torsion Test after stranding)	-	2000	-
13.4.2 (elec)(Ductility by Elongation Test before stranding)	-	2000	-
13.4.2 (elec)(Ductility by Elongation Test after stranding)	-	2000	-
13.5.1 (mech)(Wrapping Test Aluminium Wires Before Stranding)	-	2000	-
13.5.1 (mech)(Wrapping Test Aluminium Wires After Stranding)	-	2000	-
13.5.2 (mech)(Wrapping Test Galvanized Steel Wires Before Stranding)	-	2000	-
13.5.2 (mech)(Wrapping Test Galvanized Steel Wires After Stranding)	-	2000	-
13.6 (elec)(Resistance test-Aluminium wire before Stranding)	-	4000	-
13.6 (elec)(Resistance test-Aluminium wire after stranding)	-	4000	-
13.7.2 (chem)(Mass of Zinc coating)	-	2000	-
13.7.2 (chem)(Uniformity of Zinc coating)	-	1000	-
13.8 Table-4 (mech)(Lay Ratio- Aluminium Wire Outermost Layer)	-	500	-
13.8 Table-4 (mech)(Lay Ratio- Aluminium Wire Layer Immediately Beneath Outermost Layer)	-	500	-
13.8 Table-4 (mech)(Lay Ratio- Aluminium Wire Innermost Layer of Conductors with 3 Aluminium Wire Layers)	-	500	-
13.8 Table-4 (mech)(Lay Ratio- Steel Core (6 Wire Layer))	-	500	-
13.9 (elec)(Surface condition test)	-	5000	-
13.10 (elec)(Ultimate breaking load)	-	5000	-
13.11 (elec)(Stress-strain test)	-	10000	-
10 (mech)(Stranding)	-	500	-
7.1(Freedom from Defects)	-	500	-
9(Joint in wires)	-	0	-
7(FREEDOM FROM DEFECTS)	-	500	-

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	-

31 Dec, 2026

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-

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	-

31 Dec, 2026

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-

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	--
Cl-7.4(Mean Outside Diameter (For upto 50 mm take 8 reading, above 50mm take 6 reading & average will be reported))	-	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	-

31 Dec, 2026

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-

IS 277 (2018)

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

4000 View breakup
-

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	-
7.4(Mass of Coating: Triple Spot Test)	-	1000	-
Cl 12(Workmanship)	-	500	-
8.3(Bend test miniral diameter)	-	1000	-

31 Dec, 2026

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Bureau of Indian Standards

The National Standards Body of India

National Test House (NWR) - NTH, Jaipur

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

9414046288 nthjaipur-ca@nic.in

Scope List