BIS - LIMS (Laboratory Information Management System)

National Test House (WR), Mumbai

Plot No. F - 10, MIDC , Andheri (E), Mumbai, Mumbai Suburban, Maharashtra, 400093

7003291168 director.nthwr-ca@gov.in

Scope List

Reset

40 Results

S.No.

Indian Standard No.

Product

Exclusion

Testing Charges (Excl. Of Taxes)

Facility Type

Effective Date

Validity Date

Remark

IS 513 : Part 2 (2016)

Cold reduced carbon steel sheet and strip: Part 2 high tensile and multi - Phase steel (Sixth Revision)

7500 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 7(UTM)	-	3000	NA
Cl. 7.2 Table 7(Bend Test)	-	1000	NA
Cl 9(Workmanship)	-	1000	NA
Cl 10(Length, Width & Thickness)	-	1000	NA

Complete

24 Jul, 2025

IS 1293 (2019)

Plugs and socket - Outlets of rated Voltage up to and including 250 Volts and rated current up to and including 16 amperes - Specification (Third Revision)

10000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6(Ratings)	-	200	-
7(CLASSIFICATION)	-	200	-
8(MARKING)	-	100	-
9(CHECKING OF DIMENSIONS)	-	300	-
10(PROTECTION AGAINST ELECTRIC SHOCK)	-	200	-
11(PROVISION FOR EARTHING)	-	100	-
12(TERMINALS)	-	100	-
13(CONSTRUCTION OF FIXED SOCKETOUTLETS)	-	300	-
14(CONSTRUCTION OF PLUGS AND PORTABLE SOCKET-OUTLET)	-	300	-
15(INTERLOCKED SOCKET-OUTLETS)	-	0	-
16(RESISTANCE TO AGEING, TO HARMFUL INGRESS OF WATER AND TO HUMIDITY)	-	1000	-
17(INSULATION RESISTANCE AND ELECTRIC STRENGTH)	-	500	-
18(OPERATION OF EARTHING CONTACTS)	-	300	-
19(TEMPERATURE RISE)	-	1500	-
20(BREAKING CAPACITY)	-	1500	-
21(NORMAL OPERATION)	-	2500	-
22(FORCE NECESSARY TO WITHDRAW THE PLUG)	-	400	-
23(FLEXIBLE CABLES AND THEIR CONNECTION)	-	300	-
24(MECHANICAL STRENGTH)	-	500	-
25(RESISTANCE TO HEAT)	-	500	-
26(SCREWS, CURRENT-CARRYING PARTS AND CONNECTIONS)	-	300	-
27(CREEPAGE DISTANCES, CLEARANCES AND DISTANCES THROUGH SEALING COMPOUND)	-	200	-
28(RESISTANCE OF INSULATING MATERIAL TO ABNORMAL HEAT, TO FIRE AND TO TRACKING)	-	500	-
29(RESISTANCE TO RUSTING)	-	200	-
30(ADDITIONAL TESTS ON PINS PROVIDED WITH INSULATING SLEEVES)	-	500	-
11.5(PROVISIONS FOR EARTHING)	-	0	-
11.6(PROVISIONS FOR EARTHING)	-	0	-
12.1.1(TERMINALS)	-	0	-
12.1.2(TERMINALS)	-	0	-
12.2.1(TERMINALS)	-	0	-
12.2.3(TERMINALS)	-	0	-
12.2.4(TERMINALS)	-	0	-
12.2.5(TERMINALS)	-	0	-
12.2.6(TERMINALS)	-	0	-
12.2.7(TERMINALS)	-	0	-
12.2.8(TERMINALS)	-	0	-
12.2.9(TERMINALS)	-	0	-
12.2.10(TERMINALS)	-	0	-
12.2.11(TERMINALS)	-	0	-
12.3.1(TERMINALS)	-	0	-
12.3.2(TERMINALS)	-	0	-
12.3.3(TERMINALS)	-	0	-
12.3.4(TERMINALS)	-	0	-
12.3.5(TERMINALS)	-	0	-
12.3.6(TERMINALS)	-	0	-
12.3.7(TERMINALS)	-	0	-
12.3.8(TERMINALS)	-	0	-
12.3.9(TERMINALS)	-	0	-
12.3.10(TERMINALS)	-	0	-

Complete

24 Jul, 2025

IS 12823 (2015)

Prelaminated Particle Boards from Wood and other Lignocellulosic Material - Specification ( First Revision )

18000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 7(Finish)	-	1000	-
Cl 8(Dimensions & Tolerances)	-	500	-
Cl 10.2(Test For Density)	-	500	-
Cl 10.3(Test For Moisture Content)	-	1000	-
Cl 10.4(For Water AbsorptionTest )	-	1000	-
Cl 10.5(For Swelling in water Test )	-	1000	-
Cl 10.6(Tesr For Modulus Of Elasticity & Mudulus Of Rupture)	-	2500	-
Cl 10.7(For Determination of Tensile Strength Perpendicular to Surface)	-	2000	-
Cl 10.8(For Determination of Tensile Strength Perpendicular to Surface After Ageing Test)	-	2000	-
Cl 10.9(Test For Screw Withdrawal Strength)	-	1500	-
Cl 10.10 & Annex C( Test For Abrasion Resistance)	-	5000	-
Cl 10.11 & Annex D( Test For Resistance to Steam)	-	500	-
Cl 10.12 & Annex E( Test For Crack Resistance)	-	500	-
Cl 10.13 & Annex F( Test For Resistance to Cigarette Burn)	-	500	-
Cl 10.14 & Annex G( Test For Resistance to Stain)	-	1500	-

Complete

24 Jul, 2025

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)

22500 View breakup
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Clause No.	Exclusion	Remark
15.1 a) 1)(Tests on conductor : Annealing test ( for copper ))	-	-
15.1 a) 2)(Tensile test (for aluminium) - Before stranding )	-	-
15.1 a) 3)(Tests on conductor : Wrapping test ( for aluminium ))	-	-
15.1 a) 4)(Tests on conductor : Conductor resistance test)	-	-
13.3(Armouring : Dimensions -Wire Diameter)	-	-
13.3(Armouring : Dimensions -Formed wire )	-	-
13.5.1(ARMOURING : Resistance)	-	-
13.5.2(ARMOURING : Resistance)	-	-
13.6 a)(ARMOURING: Tensile Strength)	-	-
13.6 b)(ARMOURING: Elongation )	-	-
13.6 c)(ARMOURING: Torsion Test (For round wire ) )	-	-
13.6 d)(ARMOURING: Winding Test(For formed wire))	-	-
13.6 e)(ARMOURING: Uniformity of zinc coating)	-	-
13.6 f)(ARMOURING: Mass of zinc coating )	-	-
13.6 g)(ARMOURING: Resistivity)	-	-
15.1.e(Insulation resistance Test- Insulation resistance At Maximum rated temperature temperature)	-	-
15.1 e)(Insulation resistance test : IR Constant )	-	-
15.1 f)(High voltage test ( water immersion test ))	-	-
15.1 g)(High voltage test at room temperature)	-	-
16.4(Flammability Test)	-	-
9.2(INSULATION : Thickness of Insulation)	-	-
9.3(INSULATION :Tolerance on Thickness of Insulation)	-	-
9.4(INSULATION : Application of Insulation)	-	-
12.3(INNER SHEATH :Thickness of Inner Sheath)	-	-
12.3.1(INNER SHEATH :Thickness of Inner Sheath)	-	-
14.4.1(Thickness of Outer Sheath : Unarmowed Cables)	-	-
14.4.2(Thickness of Outer Sheath : Armoured Cables)	-	-
15.1 d)1)(Phyaical tests for insulation : Tensile Test)	-	-
15.1 d)1)(Phyaical tests for insulation : Elongation )	-	-
15.1 d)2)(Phyaical tests for insulation- Ageing in air Oven : Tensile Test)	-	-
15.1 d)2)(Phyaical tests for insulation - Ageing in air oven : Elongation )	-	-
15.1 d)2)(Phyaical tests for insulation - Ageing in air Oven : Tensile Variation )	-	-
15.1 d)2)(Phyaical tests for insulation- Ageing in air oven : Elongation Variation )	-	-
15.1 d)3)(Phyaical tests for insulation : Shrinkage )	-	-
15.1 d)3)(Phyaical tests for insulation : Shrinkage - Crack observed )	-	-
15.1 d)3)(Phyaical tests for Sheath : Shrinkage )	-	-
15.1 d)3)(Phyaical tests for Sheath : Shrinkage - Crack observed )	-	-
15.1 d)4)(Hot deformation : Insulation )	-	-
15.1 d)4)(Hot deformation : Sheath )	-	-
15.1 d)5)( Loss of mass in air oven- Insulation )	-	-
15.1 d)5)( Loss of mass in air oven- sheath )	-	-
15.1 d)6)(Heat shock test- Insulation )	-	-
15.1 d)6)(Heat shock test- sheath )	-	-
15.1 d)7)(Thermal stability- insulation )	-	-
15.1 d)7)(Thermal stability- Sheath )	-	-
15.4 a)(Cold bend test- Insulation ( Optional test))	-	-
15.4 a)(Cold bend test- Sheath ( Optional test))	-	-
15.4 b)(Cold impact test- Insulation ( Optional test))	-	-
15.4 b)(Cold impact test- Sheath ( Optional test))	-	-
15.4 c)(Armour resistance test ( for other than mining cables ).- Optional test )	-	-
16.5(Oxygen Index Test)	-	-
16.6(Flame Retardance Test on Single Cables)	-	-
16.7(Flame Retardance Test on Bunched Cables)	-	-
16.9(Test for Halogen Acid Gas Evolution)	-	-
16.1(Temperature Index)	-	-
16.4(Flammability Test- Un affected portion)	-	-
16.4(Flammability Test- Period of Burning)	-	-
3.1(MATERIALS : CONDUCTOR)	-	-
4.1.1(INSULATION : General Purjose Insulaiion)	-	-
4.1.2(INSULATION : Heat Resisting Insulation)	-	-
5.1(MATERIALS : FILLER AND INNER SHEATH)	-	-
5.2(MATERIALS : FILLER AND INNER SHEATH)	-	-
6.1(MATERIALS : ARMGURING)	-	-
6.2(MATERIALS : ARMGURING)	-	-
7.1.1(OUTER SHEATH : For Cables with General Purpose InsuIafion)	-	-
7.1.2(OUTER SHEATH : For Cables with Heat Resisting InsuIalion)	-	-
8.1(CONSTRUCTION : CONDUCTOR)	-	-
8.2(CONSTRUCTION : CONDUCTOR)	-	-
10.1(CORE IDENTIFICATION)	-	-
10.2(CORE IDENTIFICATION)	-	-
10.3(CORE IDENTIFICATION)	-	-
10.3.1(Arrangement of Marking)	-	-
11.1(LAYING UP OF CORES)	-	-
11.2(LAYING UP OF CORES)	-	-
12.1(INNER SHEATH)	-	-
12.2(INNER SHEATH)	-	-
13.1.1(ARMOURING : Application)	-	-
13.1.2(Armouring: Coverage )	-	-
13.1.3(ARMOURING : Direction of lay )	-	-
13.1.4(ARMOURING : Application)	-	-
13.2(ARMOURING : Type of Armour)	-	-
13.2.1(ARMOURING : Type of Armour)	-	-
13.4(ARMOURING : Joints)	-	-
14.1(OUTER SHEATH)	-	-
14.2(OUTER SHEATH)	-	-
14.3(OUTER SHEATH : Colour )	-	-
16.1(DETAILS OF TESTS : General)	-	-
16.2(DETAILS OF TESTS : High Voltage Test at Room Temperature)	-	-
16.3.1(High Voltage Test ( Water Immersion Test ) : a.c. Test)	-	-
16.3.2(High Voltage Test ( Water Immersion Test ) : d.c. Test)	-	-
17.1(IDENTIFICATION : Manufacturer’s Identification)	-	-
17.2(IDENTIFICATION : Cable Identification)	-	-
17.2.1(IDENTIFICATION : Cable Identification)	-	-
17.3(IDENTIFICATION : Cable Code)	-	-
9.3(Minimum Thickness of Reduce core insulation)	-	-
9.2(Thickness of Reduce core insulation)	-	-
3.1 Table 2 IS 8130(Number of wires in the conductor)	-	-

Complete

24 Jul, 2025

IS 303 (1989)

Plywood for General Purposes -

7350 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
11.3(Moisture Content - Part 1 of IS 1734)	-	1000	-
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	-
8(Dimensions & Tolerances - Edge Straightness - Annexure C)	-	2000	-
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average)	-	1500	-
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average)	-	1500	-

Complete

24 Jul, 2025

IS 1239 : Part 1 (2004)

Steel Tubes, Tubulars and Other Wrought Steel Fittings : Part 1 Steel Tubes (BI-LINGUAL)

9000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 15(Workmanship)	-	1000	-
Cl. 14.3(Flattening test (Over 50 mm NB))	-	1000	-
Cl. 14.2(Bend Test (uto and including 50 mm NB))	-	1000	-
Cl. 14.1.1(Elongation)	-	3000	-
Cl. 14.1(Tensile Strength)	-	3000	-
Cl. 3.3, 10.2(Plain End)	-	1000	-
Cl. 11(Length)	-	1000	-
Cl. 8, 9 Table 3,4 & 5(Mass of Tube)	-	1000	-
Cl. 6.5(Height of Internal Fin)	-	1000	-
Cl. 8, 9 Table 3,4 & 5(Thickness)	-	1000	-
Cl. 8 Table 3,4 & 5(Outside Diameter)	-	1000	-
Clause 14.1.1(Elongation Percent)	-	3000	-
Clause 11.3(Approximate Length)	-	1000	-
Clause 11.2(Exact Length)	-	1000	-
Clause 11.1(Random Length)	-	1000	-
Clause 8.1 (Table3,4,5)(Nominal Bore )	-	1000	-

Complete

24 Jul, 2025

IS 1659 (2004)

Block boards - Specification (Fourth Revision)

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.2.5(Modulus of elasticity - MINIMUM INDIVIDUAL - Annexure K)	-	2000	Common for all MOE
9.2.5(Modulus of elasticity - AVERAGE - Annexure K)	-	2000	Common for all MOE
9.2.5(Modulus of rupture - MINIMUM INDIVIDUAL - Annexure K)	-	2000	Common for all MOR
9.2.5(Modulus of rupture - AVERAGE - Annexure K)	-	2000	Common for all MOE
9.2.4(Mycological Test [for MR grade only] - Annexure J)	-	1000	- -
9.2.3(Adhesion of Plies - Annexure H)	-	1000	- -
9.2.2 (Resistance to water - Annexure G, Annexure H [For MR Grade])	-	1000	- -
9.2.2 (Resistance to water - Annexure G, Annexure H [For BWP grade])	-	1000	- -
9.2.1(Dimensional Changes caused by humidity Change in local planeness - Annexure F)	-	3000	For varying humidity
9.2.1(Dimensional Changes caused by humidity - Delamination - Annexure F)	-	3000	For varying humidity
9.2.1(Dimensional Changes caused by humidity - Change in thickness - at 40% RH - Annexure F)	-	3000	For varying humidity
9.2.1(Dimensional Changes caused by humidity - Change in Thickness - at 90% RH - Annexure F)	-	3000	For varying humidity
7.3(Dimensional Requirements - Variation in thickness - Annexure E)	-	3000	For varying humidity
7.3(Dimensional Requirements - Squareness - Annexure D)	-	3000	For varying humidity
7.3(Dimensional Requirements - Edge Straightness - Annexure D)	-	3000	For varying humidity
7.3(Dimensional Requirements - Thickness - Annexure E)	-	3000	For varying humidity
7.3(Dimensional Requirements - Width - 8.1.4)	-	3000	For varying humidity
7.3(Dimensional Requirements - Length - 8.1.4)	-	3000	For varying humidity
8.1.3, 6.3.3, IS 303(Visual Inspection - Permissible Defects - IS 303 [test method for COMMERCIAL type])	-	500	--
9.2.6(Spot test - Annexure L)	-	1000	- -

Complete

24 Jul, 2025

IS 1786 (2008)

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

10000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 8.1(UTM)	-	2000	-
Cl 7.2(Weight)	-	1000	-
Cl 6.1(Length, Width & Thickness)	-	1000	-
Cl 9.4(Load In Other Direction From Bend)	-	1000	-
Cl 9.3(Load In One Direction)	-	1000	-
Clause 6.3(Effective Cross-sectional Area)	-	1000	-
Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), )	-	1000	-
5.7(PullOut (Bond Test))	-	12000	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON )	-	500	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR)	-	500	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 PHOSPHURS)	-	500	-
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 (Chromium- 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 (Vanadium- 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	-
4.2(Niobium (Nb))	-	500	-
4.2(Boron (B))	-	500	-
4.1( Ti)	-	500	-
Cl.4.2 of IS 1786 (Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D)(Carbon Equivalent)	-	300	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR+PHOSPHUR)	-	200	-

Complete

24 Jul, 2025

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)

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Clause No.	Exclusion	Remark
11.2(Legibility)	-	-
11.1(Durability)	-	-
11(Identification)	-	-
10.9(Additional ageing test (OU cables only) -HV test (at 60±3oC))	-	-
10.4(Flammability test- Unaffected portion)	-	-
10.4(Flammability test-Burning after flame removal)	-	-
10.1(HV (water immersion))	-	-
10.2(HV (room temperature))	-	-
table 1 e) 3) (IR constant- max. Temp)	-	-
table 1 e) 3) (IR constant- Room temp )	-	-
table 1 e) 3) (Volume Resistivity - Maximum temp)	-	-
table 1 e) 3) (Volume Resistivity - Room temp )	-	-
10.8(Smoke density rating)	-	-
10.6(Halogen evolution)	-	-
10.7(Temperature index)	-	-
10.5(Oxygen index)	-	-
Table 1 iii) d) 9)(Cold impact for sheath)	-	-
Table 1 iii) d) 8)(Cold bend for sheath)	-	-
Table 1 iii) c) 9)(Cold impact for insulation)	-	-
Table 1 iii) c) 8)(Cold bend for insulation)	-	-
Table 1(Category Code)	-	-
Table 1 iii) d) 7)(Thermal stability- Sheath )	-	-
Table 1 iii) c) 7)(Thermal stability- Insulation )	-	-
Table 1 iii) d) 6)(Hot deformation -Indentation depth - Sheath )	-	-
Table 1 iii) c) 6)(Hot deformation - Indentation depth- Insulation)	-	-
Table 1 iii) d) 5)(Heat shock-Sheath )	-	-
Table 1 iii) c) 5)(Heat shock-Insulation )	-	-
Table 1 iii) d) 4)(Cracks Observed)	-	-
Table 1 iii) d) 4)(Shrinkage- Sheath )	-	-
Table 1 iii) c) 4)(Cracks Observed)	-	-
Table 1 iii) d) 2)(Loss of mass- Sheath )	-	-
Table 1 iii) c) 2)(Loss of mass- Insulation )	-	-
Table 1 iii) d) 3)(Sheath- Elongation variation)	-	-

Complete

24 Jul, 2025

IS 269 (2015)

Ordinary portland cement - Specification (Sixth Revision)

4000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1 Table-2 viii(Alkali content)	-	500	-
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 iii.(Insoluble residue)	-	500	-
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide)	-	1000	-
6 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	500	-
7 Table-3 i.(Fineness)	-	-	-
7 Table-3 ii a(Expansion by Le Chatelier)	-	-	-
7 Table-3 ii b(Expansion by Autoclave)	-	-	-
7 Table-3 iii a(Setting Time Initial)	-	-	-
7 Table-3 iii b(Setting Time Final)	-	-	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	-	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	-	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	-	-

Complete

24 Jul, 2025

IS 455 (2015)

Portland slag cement - Specification

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7 Table 1 iv c(Compretsive Strenqth 672 ± 4 hr IS 4031(Part 6))	-	2000	For all durations
7 Table 1 iv b(Compretsive Strenqth 168 ± 2 hr IS 4031(Part 6))	-	2000	for all durations
7 Table 1 iv a(Compretsive Strenqth .72 ± 1 hr IS 4031(Part 6))	-	2000	For all durations
7 Table 1 iii b(Setting Time ( by Vicat Apparatus ), Final IS 4031(Part 5))	-	500	for both
7 Table 1 iii a(Setting Time ( by Vicat Apparatus ),Initial IS 4031(Part 5))	-	500	for both
7 Table 1 ii b(Soundness, Autoclave expansion IS 4031(Part 3) )	-	1000	Per Sample
7 Table 1 ii a(Soundness, Le-Chate1ier expansion IS 4031(Part 3) )	-	500	per sample
7 Table 1 i(Fineness IS 4031(Part 2))	-	1000	Complete
7 Table 1 v(Transverse strength (optional) IS 4031(Part 8) )	-	2000	Total

Complete

24 Jul, 2025

IS 1489 (Part 1) (2015)

Portland pozzolana cement - Specification: Part 1 fly Ash Based

10500 View breakup
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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- b(Expansion by Autoclave- 4031 Part 3)	-	1000	-
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- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	3000	-
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	1000	-

Complete

24 Jul, 2025

IS 513 : Part 1 (2016)

Cold reduced carbon steel sheet and strip: Part 1 cold forming and drawing purpose (Sixth Revision)

9500 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7(Chemical Composition)	-	2500	Mechanical Rs.7500/- for CR 1 and CR2, Rs.9500/- for others & Chemical Rs.2500/-
7.0(ALUMINIUM)	-	500	-
7.0(MICRO ALLOYS)	-	500	-
7.0(NITROGEN)	-	500	-
7.0(SILICON)	-	500	-
7.0(MANGANESE)	-	500	-
7.0(PHOSPHORUS)	-	500	-
7.0(SULPHUR)	-	500	-
7.0(CARBON)	-	500	-
8(Mechanical and Physical Properties)	-	7500	-

Complete

24 Jul, 2025

IS 456 (2000)

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

4000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
16.1(Average Compressive Strength)	-	4000		-

Complete

24 Jul, 2025

IS 14846 (2000)

Sluice valve for water works purposes (50 To 1200 mm size) - specification

7500 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4(Nominal Pressures)	-	2500	NA
5.1(Nominal Sizes)	-	1000	NA
7.2.1(Manufacture - Bodies and Bonnets)	-	1000	NA
7.2.4(Manufacture)	-	1000	NA
7.3 Table 3A 1(Flanges)	-	1000	NA
7.3 Table 3A 2(Flanges)	-	1000	NA
7.3 Table 3A 3(Flanges)	-	1000	NA
7.3 Table 3A 4(Flanges)	-	1000	NA
7.3 Table 3A 5(Flanges)	-	1000	NA
7.3 Table 3A 6(Flanges)	-	1000	NA
7.4.1(Wedges )	-	1000	NA
7.4.2(Wedge Faces)	-	1000	NA
7.5(Guides and Lugs)	-	1000	NA
7.6 Table 4(Facing or Seat Rings)	-	1000	NA
7.7.1 Table 2,3(Dimension of Stem and Wedge Nuts)	-	1000	NA
7.7.1 Table 2,4(Dimension of Stem and Wedge Nuts)	-	1000	NA
7.7.1 Table 2,5(Dimension of Stem and Wedge Nuts)	-	1000	NA
7.7.2(Stem and Wedge Nuts)	-	1000	NA
7.7.3(Stem and Wedge Nuts)	-	1000	NA
7.7.4(Stem and Wedge Nuts)	-	1000	NA
7.9(Height of Valve)	-	1000	NA
7.11(Hand Wheel)	-	1000	NA
7.12(Valve Caps)	-	1000	NA
7.13 Table 2, 3(Stuffing Box )	-	1000	NA
7.14(By Pass Arrangements)	-	1000	NA
10.1 Annex B-1(Hydraulic Test)	-	2500	NA

Complete

24 Jul, 2025

For Grade PN 1.0 and PN 1.6; Size (Dia.) Designation : 50, 65, 80, 100, 125, 150, 200, 250, 300, 350, 400, 450, 500, 600, 700, 750, 800, 900, 1000, 1100 and 1200 mm

IS 3589 (2001)

Steel pipes for water and sewage (168.3 To 2540 Mm Outside Diameter) - Specification (Third Revision)

9000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.1(Tensile test-Yield Strength)	-	3000	-
9.1(Tensile test-Strength)	-	3000	-
9.1(Tensile test- Elongation)	-	3000	-
14.1(Visual inspection, Appearance and Workmanship)	-	1000	-
14.2(Visual inspection, Appearance and Workmanship)	-	1000	-
14.3(Visual inspection, Appearance and Workmanship)	-	1000	-
14.4(Visual inspection, Appearance and Workmanship-Dent Depth(below 610 mm OD))	-	1000	-
14.4(Visual inspection, Appearance and Workmanship-Dent Depth(Above 610 mm OD))	-	1000	-
14.4(Visual inspection, Appearance and Workmanship-Dent Length)	-	1000	-
9.3(Guided bend test(For SAW Pipes))	-	1000	-
10(Hydaulic pressure test)	-	1000	-
11.1, Table 5.(Outside Diameter (OD))	-	1000	-
11.1, Table 5.(Thickness)	-	1000	-
11.1, Table 5.(Mass)	-	1000	-
12.3.3(Ovality)	-	1000	-
12.5(Strightness)	-	1000	-
9.2.1(Flattening test for ERW pipes )	-	1000	-
9.2.3(Flattening Test for seamless pipes)	-	1000	-

Complete

24 Jul, 2025

IS 14933 (2001)

High Pressure Fire Fighting Hose -Specification

29000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 3.4(Internal Dia)	-	1000	NA
Cl 4(Length)	-	1000	NA
Cl 5(Mass)	-	1000	NA
Cl 6(Coil Dia)	-	1000	NA
Cl 10(Hydaulic Proof Pressure Test)	-	5000	NA
Cl 11(Hydraulic Burst Pressure Test)	-	5000	NA
Cl 12(Kink test)	-	2000	NA
Cl 13 & Annex A(Adhesion Test)	-	2000	NA
Cl 14 & Annex B(Abrasion Resistance Test)	-	1000	NA
Cl 15(Accelerated Ageing Test)	-	8000	NA
Cl 16(Change in Length)	-	2000	NA
Cl 17.2(Oil Resistance Test)	-	2000	NA
Cl 17.3(Heat Resistance Test)	-	2000	NA
Cl 17.3(Heat Resistance Test)	-	2000	NA

Complete

24 Jul, 2025

IS 2645 (2003)

Integral waterproofing compounds for cement mortar and concrete - Specification (Second Revision)

9000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 3.1(The permeability of water in specimen Prepared with WPC shall be less than half the permeability of plain cement specimens. (i.e ; < 50 percent))	-	0	-
Clause 3.2(Initial setting time of cement)	-	500	-
Clause 3.2(Final setting time of cement)	-	500	-
Cl 3.3(Compressive Strength, At 3days & 7 days)	-	4000	-
Clause 3.1 (Permeability to water of cement mortar)	-	3000	-
Clause 3.4(Chloride content)	-	1000	-

Complete

24 Jul, 2025

IS 1258 (2005)

Bayonet lamp holders (Fourth Revision)

10000 View breakup
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Clause No.	Exclusion	Remark
6(Rating )	-	-
7(Classification)	-	-
8.1(Marking )	-	-
9.1(Dimensions)	-	-
10(Protection against electric shock )	-	-
11.1(Terminals)	-	-
12(Provision for Earthing)	-	-
13.1(Construction)	-	-
14(Construction)	-	-
15.1(Moisture Resistance, Insulation Resistance and Electric Strength)	-	-
16.1(Mechanical Strength)	-	-
17(Screws,current-carrying parts and connections)	-	-
18(Creepage distances and Clearances)	-	-
19.1(General resistance to heat)	-	-
20.1(Resistance to heat, fire and tracking)	-	-
21.1(Resistance to excessive residual stresses and to rusting)	-	-
21.1(Resistance to excessive residual stresses and to rusting)	-	-

Complete

24 Jul, 2025

IS 710 (2010)

Marine plywood - Specification (Second Revision)

16000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.1.1(MOISTURE CONTENT)	-	1000	-
9.1.2 , 9.1.2.1(Glue Adhesion in Dry State)	-	1000	-
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 ))	-	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)	-	2000	-
9.1.3 , 9.1.3.1.2(Water resistance test)	-	2500	-
9.1.6 (Table 3)(Static bending strength)	-	3000	-
9.1.5(Mycological test)	-	2500	-
6.1(DIMENSIONS)	-	1000	-
7.1(WORKMANSHIP AND FINISH )	-	1000	-
9.1.4(Tensile strength)	-	2500	-
9.1.7 (Table 4)(Wet bending strength)	-	3000	-

Complete

24 Jul, 2025

IS 4990 (2011)

Plywood for concrete shuttering works - Specification (Third Revision)

16000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.2(DIMENSIONS & TOLERANCES )	-	2000	-
10.1.1(MOISTURE CONTENT)	-	10002	-
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, 10.1.3.1.2(RESISTANCE TO WATER TEST)	-	2500	-
10.1.7 (Table-2)(STATIC BENDING STRENGTH)	-	3000	-
10.1.5(MYCOLOGICAL TEST )	-	2500	-
8.1(WORKMANSHIP AND FINISH )	-	500	-
10.1.6(TENSILE STRENGTH)	-	2500	-
10.1.8 (Table-3)(WET BENDING STRENGTH)	-	3000	-

Complete

24 Jul, 2025

IS 299 (2012)

Alumino - Ferric - Specification (Fifth Revision)

5000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
1 (i) Table 1( Insouble matter, Grade 1, A-3)	-	1200	Grade 1
1 (i) Table 1( Insouble matter, Grade 2, A-3)	-	1200	Grade 2
1 (i) Table 1( Insouble matter, Grade 3, A-3)	-	1200	Grade 3
1 (ii) Table 1(Soluble iron compound (as Fe2+ and Fe3+), Grade 1, A-4)	-	1200	Grade 1
1 (iii) Table 1(Water soluble aluminium compounds (as Al2O3), Grade 1, A-5)	-	1200	Grade 1
1 (iv) Table 1(pH (of 5 percent aqueous solution), Grade 1, A-6)	-	1200	Grade 1
1 (ii) Table 1(Soluble iron compound (as Fe2+ and Fe3+), Grade 3, A-4)	-	1200	Grade 3
1 (ii) Table 1(Soluble iron compound (as Fe2+ and Fe3+), Grade 2, A-4)	-	1200	Grade 2
1 (iii) Table 1(Water soluble aluminium compounds (as Al2O3), Grade 2, A-5)	-	1200	Grade 2
1 (iii) Table 1(Water soluble aluminium compounds (as Al2O3), Grade 3, A-5)	-	1200	Grade 3
1 (iv) Table 1(pH (of 5 percent aqueous solution), Grade 2, A-6)	-	1200	Grade 2
1 (iv) Table 1(pH (of 5 percent aqueous solution), Grade 3, A-6)	-	1200	Grade 3

Complete

24 Jul, 2025

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)	-	500	All dimensions
Cl 12.2(Concavity & Convexity )	-	500	NA
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	NA
Cl 12.4(Shall not exceed 1 percent of the length of the edge.)	-	500	NA
Cl 12.5(Water absorption)	-	1000	NA
Cl 12.6(Wet transverse strength )	-	1000	NA
Cl 12.7(Resistance to wear)	-	2000	Complete
Cl 12.7(Resistance to wear)	-	2000	Complete
Cl 11(Suface Finish)	-	500	Complete

Complete

24 Jul, 2025

IS 2932 (2013)

Enamel, synthetic, exterior: (a) Undercoating (b) Finishing - Specification (Fourth Revision)

12000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.3(Freedom from Coarse Particles)	-	400	-
6.4(Skin Formation)	-	400	-
6.5(Thinning Properties)	-	400	-
6.6(Application Properties)	-	400	-
6.8(Lead Restriction)	-	400	-
6.9 Table 2 (1) a. Consistency ( Undercoating and Finishing ) )	-	400	-
6.9 Table 2 (1) b. Viscosity by ford 80-120 s )	-	400	-
6.9 Table 2 ( 2) Mass, ( Under coating ) )	-	400	-
6.9 Table 2 ( 2) Mass, (Finishing ) )	-	400	-
6.9 Table 2 (3) Drying time, a) Surface dry, ( Under coating ) )	-	400	-
6.9 Table 2 (3) Drying time, a) Surface dry, ( Finishing ) )	-	400	-
6.9 Table 2 (b) Hard dry ( Under coating ) )	-	400	-
6.9 Table 2 (b) Hard dry, (Finishing ) )	-	400	-
6.9 Table 2 (c) Tack free ( Under coating (Finishing ) )	-	400	-
6.9 Table 2 (4) a) Finish (Under coating ) )	-	400	-
6.9 Table 2 (4) a) Finish (Finishing) )	-	400	-
6.9 Table 2 (b) ) Gloss 60º (Under coating ) )	-	400	-
6.9 Table 2 (b) ) Gloss 60º (Finishing) )	-	400	-
6.9 Table 2 (5) Fineness of grind,(Under coating ))	-	400	-
6.9 Table 2 (5) Fineness of grind,(Finishing))	-	400	-
6.9 Table 2 (6) Colour , (Finishing))	-	400	-
6.9 Table 2 (7) Flexibility and adhesion: a) Scratch hardness No such scratch as to show the bare metal after Clause 3 of — (Load 1 000 g) ( Under coating & Finishing ) )	-	400	-
6.9 Table 2 (b) Bend test (with 6.25 mm 48 h of air in type 1 apparatus) ( Under coating & Finishing ) )	-	400	-
6.9 Table 2 (8) Flash point ( Under coating & Finishing ) )	-	400	-
6.9 Table 2 (9) Composition: a) Volume solids ( Under coating ))	-	400	-
6.9 Table 2 (9) Composition: a) Volume solids ( Finishing))	-	400	-
6.9 Table 2 (9) Composition:b) Phthalic anhydride content of non-volatile vehicle ( Under coating & Finishing ))	-	400	-
6.9 Table 2 (10) Resistance to acid ( Under coating & Finishing ))	-	400	-
6.9 Table 2 (11) Resistance to alkali ( Under coating & Finishing ))	-	400	-
6.9 Table 2 (12) Accelerated storage stability test ( Under coating & Finishing ))	-	400	-
6.9 Table 2 (13) Keeping properties ( Under coating & Finishing ))	-	400	-
6.9 Table 2 (14) Wet opacity ( Under coating & Finishing ))	-	400	-
6.7.1.3(QUV apparatus)	-	400	-

Complete

24 Jul, 2025

IS 3812 : Part 2 (2013)

Pulverized Fuel Ash - Part 2 : For Use as Admixture in Cement Mortar and Concrete

8000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.1, Table 1(Fineness — Specific surface in m2 /kg)	-	1000	Full
7.1, Table 1(Particles retained on 45 micron IS sieve (wet sieving))	-	500	Full
7.1, Table 1(Soundnes)	-	1000	Full

Complete

24 Jul, 2025

IS 13801 (2013)

Chequered Cement Concrete Tiles -

7000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
(Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.)	-	500	-
Cl 12.2(Longest gap between the arms of the square and the edge of the title shall not exceed 2 percent of the length.)	-	500	-
Cl 12.3(Shall not exceed 1 percent of the length of the edge.)	-	500	-
Cl 12.1(Concavity & Convexity )	-	500	-
Cl 12.4(Water absorption)	-	1000	-
Cl 12.5(Wet transverse strength)	-	2000	-
Cl 12.6(Resistance to wear)	-	2500	-

Complete

24 Jul, 2025

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)	-	2000	NA
Cl 7(Workmanship)	-	1000	NA
Cl 9(Workmanship)	-	1000	NA
Cl 11(Tensile Test, Flattening Test & Cold Bend Test)	-	3000	NA
Cl 13(Workmanship)	-	1000	NA
Clause 11.2, Table -2(Elongation)	-	3000	NA
Cl. 11.2 Table 2(Yield strength)	-	3000	NA
Cl 11.3.1(Flattening test (over 50 mm NB))	-	1000	NA
Cl 11.3.1(Cold bend test (upto & including 50 mm NB))	-	1000	NA

Complete

24 Jul, 2025

IS 158 (2015)

Ready mixed paint, brushing, bituminous, black, acid, alkali and heat resisting - Specification (Fourth Revision)

5000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1(Composition)	-	100	-
4.2.1(Lead Restriction)	-	400	-
Cl 4.3, Table 1, S.no. i)(Drying time, Hard dry)	-	300	-
Cl 4.3, Table 1, S.no. ii)(Consistency)	-	200	-
Cl 4.3, Table 1, S.no. iii)(Finish)	-	200	-
Cl 4.3, Table 1, S.no. iv)(Wet opacity)	-	300	-
Cl 4.3, Table 1, S.no. v)(Colour)	-	100	-
Cl 4.3, Table 1, S.no. vi)( Mass)	-	200	-
Cl 4.3, Table 1, S.no. vii)(Water content)	-	500	-
Cl 4.3, Table 1, S.no.viii)(Flexibility and adhesion)	-	200	-
Cl 4.3, Table 1, S.no. ix)(Stripping test )	-	300	-
Cl 4.3, Table 1, S.no. x)(Protection against corrosion under conditions of condensation)	-	500	-
Cl 4.3, Table 1, S.no.xi)(Volatile matter, perce)	-	200	-
Cl 4.3, Table 1, S.no.xii)(Resistance to acid)	-	300	-
Cl 4.3, Table 1, S.no.xiii)(Resistance to alkali)	-	300	-
Cl 4.3, Table 1, S.no.xiv)(Resistance to Heat)	-	300	-
Cl 4.3, Table 1, S.no.xv)(Flash point ,)	-	300	-
Cl 4.3, Table 1, S.no.xvi)(Keeping properties)	-	300	-

Complete

24 Jul, 2025

IS 1489 : Part 2 (2015)

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

11000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7 -Table 2- i(Fineness 4031 Part 2)	-	1000	Complete
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	500	Complete
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	1000	Complete
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	500	Both durations
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	500	Both duration
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	2000	All durations
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	2000	All durations
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	2000	All durations
7 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional))	-	2000	Compete
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	1000	Complete

Complete

24 Jul, 2025

IS 383 (2016)

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

12000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	1500	NA
5.4.2(a)( Aggregates Impact Value)	-	1500	for two sets
5.4.2(b)( Aggregates Impact Value)	-	1500	for 2 sets
5.4.3(a)( Aggregate Abrasion Value)	-	1500	for both sets
6.1-Table 7(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Nominal Size of aggregate)	-	1000	for complete set
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	500	Individual
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	500	Individual
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	500	Individual
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	500	Individual
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	500	Individual
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve )	-	500	Individual
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	500	Individual
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	500	Individual
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	500	Individual
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Size)	-	1000	All
6.2-Table 7(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Nominal Size of aggregate)	-	1000	All
6.3-Table 9(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Grading Zone)	-	1000	All
6.4-Table 10(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Nominal Size )	-	1000	All
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate))	-	1000	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate))	-	1000	- -
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate))	-	500	- -
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	- -
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate))	-	500	- -
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate))	-	1000	- -
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	3000	Both
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate))	-	500	- -
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate ))	-	500	- -
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate ))	-	500	- -
7.2(Moisture Content)	-	500	- -
5.7 table 3(WaterAbsorption)	-	1000	- -

Complete

24 Jul, 2025

Bureau of Indian Standards

The National Standards Body of India

National Test House (WR), Mumbai

Plot No. F - 10, MIDC , Andheri (E), Mumbai, Mumbai Suburban, Maharashtra, 400093

7003291168 director.nthwr-ca@gov.in

Scope List