BIS - LIMS (Laboratory Information Management System)

National Soil Testing and Research Laboratories, Panchkula

Plot No 384 Phase-2 Industrail Area Panchkula, Panchkula, Panchkula, Haryana, 134112

9872010622 nationallab2014@gmail.com

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8 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

IS 4923 (2017)

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

YSt-210, YSt-240, YSt-310, YSt-355

9000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.7.1(Carbon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.7.1(Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.7.1(Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.7.1(Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.7.1(Silicon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.7.1(Aluminium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.7.1(Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.7.1(Niobium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.7.1(Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.7.1(Titanium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.7.1(Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.7.1(Carbon Equivalent-IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Depth))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Width))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Thickness))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Weigth))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Area of Section))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Moment of Inertia))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Moment of Inertia about X-X))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Moment of Inertia about Y-Y))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Radius of Gyration))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Radius of Gyration about X-X))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Radius of Gyration about Y-Y))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Elastic Modulus))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Elastic Modulus about X-X))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Elastic Modulus about Y-Y))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Plastic Modulus))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Plastic Modulus about X-X))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Plastic Modulus about Y-Y))	-	500	-
Cl. 10.1, 14.1, 18.1(Straightness)	-	500	-
Cl. 10.2, Fig 1(Outside dimension (B))	-	500	-
Cl. 10.2, Fig 1(Outside dimension (H))	-	500	-
Cl. 10.2, Fig 1(Outside dimension (T))	-	500	-
Cl. 10.4, Fig 2(Concavity, X1)	-	1000	-
Cl. 10.4, Fig 2(Convexity, X2)	-	1000	-
Cl. 10.5, Fig 3(Squareness of side)	-	500	-
Cl. 10.6, Fig 4(External Corner Radius)	-	500	-
Cl. 10.7, Fig 5(Total twist, V)	-	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	-
Cl. 14.1(Exact Length)	-	500	-
Cl. 14.1(Random Length)	-	500	-
Cl. 14.1(Weight on individual length)	-	500	-
Cl. 14.1(Weight on lots of 10 tonnes min)	-	500	-
Cl. 18, Note 2(Internal Fin Height (Only for Cold Formed))	-	500	-
7(Micro Alloying elements(Nb+V+Ti))	-	500	-
7(Carbon equivalent as CE)	-	500	-
10.4(Concavity/Convexity-SOP MT-23)	-	1000	-
10.5(Squareness of corner/Sides-SOP MT-23)	-	500	-
10.6("External corner Radius/ Radii of corners-outside - SOP MT-23")	-	500	-
11(Oiling & Painting - IS 4923)	-	0	-
18.1(Height of the internal weld fin - IS 4923)	-	500	-
10.3(Thickness - IS 4923)	-	500	-
13(Marking)	-	500	-
Cl-19(Mechanical Tests)	-	1000	-
Cl.7.1(Carbon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.7.1(Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.7.1(Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.7.1(Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.7.1(Silicon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.7.1(Aluminium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.7.1(Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.7.1(Niobium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.7.1(Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.7.1(Titanium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.7.1(Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.7.1(Carbon Equivalent-IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Depth))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Width))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Thickness))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Weigth))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Area of Section))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Moment of Inertia))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Moment of Inertia about X-X))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Moment of Inertia about Y-Y))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Radius of Gyration))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Radius of Gyration about X-X))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Radius of Gyration about Y-Y))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Elastic Modulus))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Elastic Modulus about X-X))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Elastic Modulus about Y-Y))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Plastic Modulus))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Plastic Modulus about X-X))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Plastic Modulus about Y-Y))	-	500	-
Cl. 10.1, 14.1, 18.1(Straightness)	-	500	-
Cl. 10.2, Fig 1(Outside dimension (B))	-	500	-
Cl. 10.2, Fig 1(Outside dimension (H))	-	500	-
Cl. 10.2, Fig 1(Outside dimension (T))	-	500	-
Cl. 10.4, Fig 2(Concavity, X1)	-	500	-
Cl. 10.4, Fig 2(Convexity, X2)	-	500	-
Cl. 10.5, Fig 3(Squareness of side)	-	500	-
Cl. 10.6, Fig 4(External Corner Radius)	-	500	-
Cl. 10.7, Fig 5(Total twist, V)	-	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	-
Cl. 14.1(Exact Length)	-	500	-
Cl. 14.1(Random Length)	-	500	-
Cl. 14.1(Weight on individual length)	-	500	-
Cl. 14.1(Weight on lots of 10 tonnes min)	-	500	-
Cl. 18, Note 2(Internal Fin Height (Only for Cold Formed))	-	500	-
7(Micro Alloying elements(Nb+V+Ti))	-	500	-
7(Carbon equivalent as CE)	-	1500	-
10.4(Concavity/Convexity-SOP MT-23)	-	500	-
10.5(Squareness of corner/Sides-SOP MT-23)	-	500	-
10.6("External corner Radius/ Radii of corners-outside - SOP MT-23")	-	500	-
11(Oiling & Painting - IS 4923)	-	0	-
18.1(Height of the internal weld fin - IS 4923)	-	500	-
10.3(Thickness - IS 4923)	-	500	-
13(Marking)	-	500	-
Cl-19(Mechanical Tests)	-	1000	-
Cl.7.1(Carbon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.7.1(Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.7.1(Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.7.1(Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.7.1(Silicon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.7.1(Aluminium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.7.1(Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.7.1(Niobium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.7.1(Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.7.1(Titanium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.7.1(Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.7.1(Carbon Equivalent-IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Depth))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Width))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Thickness))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Weigth))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Area of Section))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Moment of Inertia))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Moment of Inertia about X-X))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Moment of Inertia about Y-Y))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Radius of Gyration))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Radius of Gyration about X-X))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Radius of Gyration about Y-Y))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Elastic Modulus))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Elastic Modulus about X-X))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Elastic Modulus about Y-Y))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Plastic Modulus))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Plastic Modulus about X-X))	-	500	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Plastic Modulus about Y-Y))	-	500	-
Cl. 10.1, 14.1, 18.1(Straightness)	-	500	-
Cl. 10.2, Fig 1(Outside dimension (B))	-	500	-
Cl. 10.2, Fig 1(Outside dimension (H))	-	500	-
Cl. 10.2, Fig 1(Outside dimension (T))	-	500	-
Cl. 10.4, Fig 2(Concavity, X1)	-	500	-
Cl. 10.4, Fig 2(Convexity, X2)	-	500	-
Cl. 10.5, Fig 3(Squareness of side)	-	500	-
Cl. 10.6, Fig 4(External Corner Radius)	-	500	-
Cl. 10.7, Fig 5(Total twist, V)	-	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	-
Cl. 14.1(Exact Length)	-	500	-
Cl. 14.1(Random Length)	-	500	-
Cl. 14.1(Weight on individual length)	-	500	-
Cl. 14.1(Weight on lots of 10 tonnes min)	-	500	-
Cl. 18, Note 2(Internal Fin Height (Only for Cold Formed))	-	500	-
7(Micro Alloying elements(Nb+V+Ti))	-	1500	-
7(Carbon equivalent as CE)	-	1500	-
10.4(Concavity/Convexity-SOP MT-23)	-	500	-
10.5(Squareness of corner/Sides-SOP MT-23)	-	500	-
10.6("External corner Radius/ Radii of corners-outside - SOP MT-23")	-	500	-
11(Oiling & Painting - IS 4923)	-	500	-
18.1(Height of the internal weld fin - IS 4923)	-	500	-
10.3(Thickness - IS 4923)	-	500	-
13(Marking)	-	500	-
Cl-19(Mechanical Tests)	-	1000	-

-
INCLUDED W.E.F 23.06.2026

IS 10748 (2025)

Hot-Rolled Steel Strip for Welded Tubes and Pipes - Specification ( Third Revision)

(Mechanical : ISH 275H, ISH 355H, ISH 420H and ISH 460H) (Chemical : 8C3, 10C4, 20C4, 21C3, 26C8, 30C8, 35C8, 40C8, 20C12, 26C13, 30C14, 36C14, 38C14, 41C15, 43C15, 20C12B, 22C12B, 26C13B, 30C13B, 34C13B).)

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-4(Supply of Materials)	-	1000	-
Cl-6(Manufacture)	-	0	-
Cl-7.1(Ladle Analysis)	-	1500	-
Cl-7.2(Product Analysis)	-	1000	-
Cl-7.3(Carbon Equivalent Value)	-	1500	-
Cl-8.1(Number of Tensile Tests)	-	1000	-
Cl-8.3(Tensile Test)	-	1000	-
Cl-8.3, Table-5 & 6(Tensile Strength, MPa)	-	1000	-
Cl-8.3, Table-5 & 6(Yield Strength, MPa)	-	1000	-
Cl-8.3, Table-5 & 6(Internal Diameter of Bend)	-	1000	-
Cl-9.1(Number of Bend Tests)	-	1000	-
Cl-9.2(Bend test)	-	1000	-
Cl-10(Re- Tests)	-	2000	-
Cl-11(freedam from Defects)	-	2000	-
Cl-12(Dimensions)	-	1000	-
Cl-13(Tolerances)	-	1000	-
Cl-14(Calculation of Mass)	-	500	-
Cl-16(Marking)	-	500	-
Cl-7.1, 7.2, 7.3 & 7.4(Carbon)	-	1500	-
Cl-7.1, 7.2, 7.3 & 7.4(Manganese)	-	1500	-
Cl-7.1, 7.2, 7.3 & 7.4(Sulphur)	-	1500	-
Cl-7.1, 7.2, 7.3 & 7.4(Phosphorus)	-	1500	-
Cl-7.1, 7.2, 7.3 & 7.4(Carbon Equivalent Value (CEV))	-	1500	-
Cl-7.1, 7.2, 7.3 & 7.4(silicon)	-	1500	-
Cl-7.1, 7.2, 7.3 & 7.4(aluminium)	-	1500	-
Cl-7.1, 7.2, 7.3 & 7.4(total aluminium)	-	1500	-
Cl-7.1, 7.2, 7.3 & 7.4(Niobium)	-	1500	-
Cl-7.1, 7.2, 7.3 & 7.4(Vanadium)	-	1500	-
Cl-7.1, 7.2, 7.3 & 7.4(Titanium)	-	1500	-
Cl-7.1, 7.2, 7.3 & 7.4(Nitrogen)	-	1500	-
Cl-7.1, 7.2, 7.3 & 7.4(Copper)	-	1500	-
Cl-7.1, 7.2, 7.3 & 7.4(Mo + Cr +W)	-	1500	-
Cl-7.1, 7.2, 7.3 & 7.4(Mo)	-	1500	-
Cl-7.1, 7.2, 7.3 & 7.4(Boron)	-	1500	-
Cl-7.1, 7.2, 7.3 & 7.4(Nickel)	-	1500	-
Cl-7.1, 7.2, 7.3 & 7.4(Chromium)	-	1500	-
Cl-8.3, Table-5 & 6(Elongation at Gauge Length,)	-	1000	-
Cl-8.2(Tensile Test Pieces)	-	1000	-

-
-

IS 1786 (2008)

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

Fe-500, Fe-550, Fe-500-D, Fe-550-D, Fe-500-S, Fe-415, Fe-415-D, Fe-415-S, Fe-600, Fe-650, Fe-700

9000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 9.4(Load In Other Direction From Bend)	-	1000	-
Cl 9.3(Load In One Direction)	-	1000	-
Cl 7.2(Weight)	-	1000	-
Cl 6.1(Length, Width & Thickness)	-	1000	-
Cl 5(Deformations and Surface Characteristics)	-	2500	-
Cl 9.4(Load In Other Direction From Bend)	-	1000	-
Cl 9.3(Load In One Direction)	-	1000	-
Cl 7.2(Weight)	-	1000	-
Cl 6.1(Length, Width & Thickness)	-	1000	-
Cl 5(Deformations and Surface Characteristics)	-	2500	-
Cl 9.4(Load In Other Direction From Bend)	-	1000	-
Cl 9.3(Load In One Direction)	-	1000	-
Cl 8.1(UTM)	-	1000	-
Cl 7.2(Weight)	-	1000	-
Cl 6.1(Length, Width & Thickness)	-	1000	-
Cl 5(Deformations and Surface Characteristics)	-	2500	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON +EQUIVELENT )	-	5000	-
4.1(Sulphur and phosphorous)	-	1500	-
4.1(CE)	-	1500	-
4.1( Nitrogen%)	-	2000	-
4.1(Ni)	-	1500	-
4.1(Mo)	-	1500	-
4.1(Cr)	-	1500	-
4.1( Ti)	-	1500	-
4.1(V)	-	1500	-
4.1( Nb)	-	1500	-
4.1( Aluminium %)	-	1500	-
4.1( Copper %)	-	1500	-
4.1(Silicon %)	-	1500	-
4.1(Sulphur %)	-	1500	-
4.1(Phosphorus %)	-	1500	-
4.1(Manganese %)	-	1500	-
4.1(Carbon %)	-	1500	-
Cl.9.4 & Cl. 9.4.1(Rebend test)	-	1500	-
Cl. 9.3, Table 4(Bend Test )	-	1500	-
Cl. 8.1 Table 3(Elongation, percentage)	-	1000	-
Cl. 8.1 Table 3(TS/YS ratio)	-	1500	-
Cl. 8.1 Table 3(Tensile Strength (TS))	-	1000	-
Cl. 8.1 Table 3(Yield Stress (YS))	-	1000	-
Cl. 7.2 Table -2 (Nominal Mass)	-	1000	-
Cl. 6.1(Nominal Size)	-	1000	-
Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar))	-	1500	-
Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), )	-	1500	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR+PHOSPHUR)	-	2500	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 MANGANESE)	-	2500	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 NITROGEN)	-	2500	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 PHOSPHURS)	-	2500	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR)	-	2500	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON )	-	2500	-
Cl.4.2 of IS 1786 (Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.4.2 of IS 1786 (Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.4.2 of IS 1786 (Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.4.2 of IS 1786 (Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.4.2 of IS 1786 (Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.4.2 of IS 1786 (Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	2000	-
Cl.4.2 of IS 1786 (Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D)(Carbon Equivalent)	-	2500	-
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Sulphur & Phosphorous)	-	2500	-
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Phosphorous- IS 228)	-	2500	-
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Sulphur-IS 228)	-	2500	-
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Carbon-IS 228)	-	2500	-
8.18.1 Table 3(Total elongation at maximum force)	-	1000	-
Cl 5(Deformations and Surface Characteristics)	-	2500	-
5.7(PullOut (Bond Test))	-	0	Not Applicable
4.2(Niobium (Nb))	-	1500	-
4.2(Boron (B))	-	1500	-
Cl. 5.7(Average compressive strength of cubes at 28 days)	-	0	Not Applicable
Cl. 5.7(Bond Strength at 0.25 mm slip)	-	0	Not Applicable
Cl. 5.7(Date of testing of concrete cubes)	-	0	Not Applicable
Cl. 5.7(Date of casting of concrete cubes)	-	0	Not Applicable
Cl. 8.1 Table 3(TS/YS Ratio)	-	1500	-
Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs)	-	1500	-
Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs)	-	1500	-
Cl. 8.1 Table 3(Maximum Extension)	-	1000	-
Cl. 8.1 Table 3(Total Elongation at Maximum Force)	-	1000	-
Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A)	-	1000	-
Cl. 4.3(Visual Inspection.)	-	2500	-
Cl. 5.2(Surface Characteristics)	-	2500	-
Clause 9.4(Rebend Test)	-	1500	-
Clause 6.3(Effective Cross-sectional Area)	-	1500	-
Clause 8.1(Table 3)(Total Elongation at Maximum Force)	-	1500	-
Cl 9.4(Load In Other Direction From Bend)	-	1000	-
Cl 9.3(Load In One Direction)	-	1000	-
Cl 8.1(UTM)	-	1000	-
Cl 7.2(Weight)	-	1000	-
Cl 6.1(Length, Width & Thickness)	-	1000	-
Cl 5(Deformations and Surface Characteristics)	-	2500	-
Cl 5(Deformations and Surface Characteristics)	-	2500	-
Cl 6.1(Length, Width & Thickness)	-	1000	-
Cl 7.2(Weight)	-	1000	-
Cl 8.1(UTM)	-	1000	-
Cl 9.3(Load In One Direction)	-	1000	-
Cl 9.4(Load In Other Direction From Bend)	-	1000	-
13(Identification and marking)	-	2500	-
5.7(Pull-out test - IS:2770(P1))	-	0	Not Applicable
7.0 & 7.1(Specified lengths - SOP MT-23)	-	1500	-
8.0 & 8.1("Total elongation at maximum force on 5.65 vSo mm GL. ")	-	1500	-
4.3(Rolling and cold working of bars/wire)	-	1500	-
7.1(Specified length)	-	1500	-
9.1(Preparation of test sample)	-	1000	-
9.2(Tensile test,IS:1608(Pt1)-2018)	-	1000	-
9.5(Retest)	-	4000	-
12(Inspection)	-	2500	-
Clause 4.2 Note 2, Amendment 1 & 3(Nb+V+B+Ti)	-	2500	-
Clause 4.2 Note 3, Amendment 1 & 3(Cr+Cu+Ni+Mo+P)	-	2500	-
Clause 4.2, Amendment 3 Note 4("In order to ascertain whether sufficient quantities of nitrogen binding elements are present, following formula may be used, where all elements are in ppm. (N−120)< (Al free/10)+((Ti+V)/7)+(Nb/14)")	-	2500	-
1()	-	0	Not Applicable
Cl 5(Deformations and Surface Characteristics)	-	2500	-
Cl.4.2 of IS 1786 (Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.4.2 of IS 1786 (Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.4.2 of IS 1786 (Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.4.2 of IS 1786 (Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.4.2 of IS 1786 (Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.4.2 of IS 1786 (Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.4.2 of IS 1786 (Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D)(Carbon Equivalent)	-	2500	-
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Sulphur & Phosphorous)	-	2500	-
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Phosphorous- IS 228)	-	2500	-
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Sulphur-IS 228)	-	2500	-
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Carbon-IS 228)	-	2500	-
8.18.1 Table 3(Total elongation at maximum force)	-	1000	-
Cl 5(Deformations and Surface Characteristics)	-	2500	-
5.7(PullOut (Bond Test))	-	0	Not Applicable
4.2(Niobium (Nb))	-	1500	-
4.2(Boron (B))	-	1500	-
Cl. 5.7(Average compressive strength of cubes at 28 days)	-	0	Not Applicable
Cl. 5.7(Bond Strength at 0.25 mm slip)	-	0	Not Applicable
Cl. 5.7(Date of testing of concrete cubes)	-	0	Not Applicable
Cl. 5.7(Date of casting of concrete cubes)	-	0	Not Applicable
Cl. 8.1 Table 3(TS/YS Ratio)	-	1500	-
Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs)	-	1500	-
Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs)	-	1500	-
Cl. 8.1 Table 3(Maximum Extension)	-	1000	-
Cl. 8.1 Table 3(Total Elongation at Maximum Force)	-	1000	-
Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A)	-	1000	-
Cl. 4.3(Visual Inspection.)	-	2500	-
Cl. 5.2(Surface Characteristics)	-	2500	-
Clause 9.4(Rebend Test)	-	1000	-
Clause 6.3(Effective Cross-sectional Area)	-	1000	-
Clause 8.1(Table 3)(Total Elongation at Maximum Force)	-	1000	-
Cl 9.4(Load In Other Direction From Bend)	-	1000	-
Cl 9.3(Load In One Direction)	-	1000	-
Cl 8.1(UTM)	-	1000	-
Cl 7.2(Weight)	-	1000	-
Cl 6.1(Length, Width & Thickness)	-	1000	-
Cl 5(Deformations and Surface Characteristics)	-	2500	-
Cl 5(Deformations and Surface Characteristics)	-	2500	-
Cl 6.1(Length, Width & Thickness)	-	1000	-
Cl 7.2(Weight)	-	1000	-
Cl 8.1(UTM)	-	1000	-
Cl 9.3(Load In One Direction)	-	1000	-
Cl 9.4(Load In Other Direction From Bend)	-	1000	-
13(Identification and marking)	-	2500	-
5.7(Pull-out test - IS:2770(P1))	-	0	Not Applicable
7.0 & 7.1(Specified lengths - SOP MT-23)	-	2500	-
8.0 & 8.1("Total elongation at maximum force on 5.65 vSo mm GL. ")	-	2500	-
4.3(Rolling and cold working of bars/wire)	-	1500	-
7.1(Specified length)	-	1500	-
9.1(Preparation of test sample)	-	1000	-
9.2(Tensile test,IS:1608(Pt1)-2018)	-	1000	-
9.5(Retest)	-	4500	-
12(Inspection)	-	2500	-
Clause 4.2 Note 2, Amendment 1 & 3(Nb+V+B+Ti)	-	2500	-
Clause 4.2 Note 3, Amendment 1 & 3(Cr+Cu+Ni+Mo+P)	-	2500	-
Clause 4.2, Amendment 3 Note 4("In order to ascertain whether sufficient quantities of nitrogen binding elements are present, following formula may be used, where all elements are in ppm. (N−120)< (Al free/10)+((Ti+V)/7)+(Nb/14)")	-	2500	-
1()	-	0	-
Cl 5(Deformations and Surface Characteristics)	-	2500	-
Cl.4.2 of IS 1786 (Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.4.2 of IS 1786 (Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.4.2 of IS 1786 (Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.4.2 of IS 1786 (Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.4.2 of IS 1786 (Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.4.2 of IS 1786 (Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.4.2 of IS 1786 (Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D)(Carbon Equivalent)	-	1500	-
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Sulphur & Phosphorous)	-	1500	-
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Phosphorous- IS 228)	-	1500	-
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Sulphur-IS 228)	-	1500	-
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Carbon-IS 228)	-	1500	-
8.18.1 Table 3(Total elongation at maximum force)	-	1000	-
Cl 5(Deformations and Surface Characteristics)	-	2500	-
5.7(PullOut (Bond Test))	-	1000	-
4.2(Niobium (Nb))	-	1500	-
4.2(Boron (B))	-	1500	-
Cl. 5.7(Average compressive strength of cubes at 28 days)	-	0	-
Cl. 5.7(Bond Strength at 0.25 mm slip)	-	1000	-
Cl. 5.7(Date of testing of concrete cubes)	-	0	-
Cl. 5.7(Date of casting of concrete cubes)	-	0	-
Cl. 8.1 Table 3(TS/YS Ratio)	-	1000	-
Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs)	-	1000	-
Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs)	-	1000	-
Cl. 8.1 Table 3(Maximum Extension)	-	0	-
Cl. 8.1 Table 3(Total Elongation at Maximum Force)	-	1000	-
Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A)	-	0	-
Cl. 4.3(Visual Inspection.)	-	0	-
Cl. 5.2(Surface Characteristics)	-	2500	-
Clause 9.4(Rebend Test)	-	1000	-
Clause 6.3(Effective Cross-sectional Area)	-	0	-
Clause 8.1(Table 3)(Total Elongation at Maximum Force)	-	1000	-
Cl 9.4(Load In Other Direction From Bend)	-	1000	-
Cl 9.3(Load In One Direction)	-	1000	-
Cl 8.1(UTM)	-	1000	-
Cl 7.2(Weight)	-	1000	-
Cl 6.1(Length, Width & Thickness)	-	1000	-
Cl 5(Deformations and Surface Characteristics)	-	2500	-
Cl 5(Deformations and Surface Characteristics)	-	2500	-
Cl 6.1(Length, Width & Thickness)	-	1000	-
Cl 7.2(Weight)	-	1000	-
Cl 8.1(UTM)	-	1000	-
Cl 9.3(Load In One Direction)	-	1000	-
Cl 9.4(Load In Other Direction From Bend)	-	1000	-
13(Identification and marking)	-	1000	-
5.7(Pull-out test - IS:2770(P1))	-	1500	-
7.0 & 7.1(Specified lengths - SOP MT-23)	-	1000	-
8.0 & 8.1("Total elongation at maximum force on 5.65 vSo mm GL. ")	-	1000	-
4.3(Rolling and cold working of bars/wire)	-	1000	-
7.1(Specified length)	-	1000	-
9.1(Preparation of test sample)	-	1000	-
9.2(Tensile test,IS:1608(Pt1)-2018)	-	1000	-
9.5(Retest)	-	1000	-
12(Inspection)	-	0	-
Clause 4.2 Note 2, Amendment 1 & 3(Nb+V+B+Ti)	-	1000	-
Clause 4.2 Note 3, Amendment 1 & 3(Cr+Cu+Ni+Mo+P)	-	1000	-
Clause 4.2, Amendment 3 Note 4("In order to ascertain whether sufficient quantities of nitrogen binding elements are present, following formula may be used, where all elements are in ppm. (N−120)< (Al free/10)+((Ti+V)/7)+(Nb/14)")	-	1000	-
1()	-	1000	-
Cl 5(Deformations and Surface Characteristics)	-	2500	-
Cl.4.2 of IS 1786 (Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.4.2 of IS 1786 (Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.4.2 of IS 1786 (Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.4.2 of IS 1786 (Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.4.2 of IS 1786 (Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.4.2 of IS 1786 (Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.4.2 of IS 1786 (Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D)(Carbon Equivalent)	-	1500	-
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Sulphur & Phosphorous)	-	1500	-
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Phosphorous- IS 228)	-	1500	-
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Sulphur-IS 228)	-	1500	-
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Carbon-IS 228)	-	1500	-
8.18.1 Table 3(Total elongation at maximum force)	-	1000	-
Cl 5(Deformations and Surface Characteristics)	-	2500	-
5.7(PullOut (Bond Test))	-	1500	-
4.2(Niobium (Nb))	-	1000	-
4.2(Boron (B))	-	1000	-
Cl. 5.7(Average compressive strength of cubes at 28 days)	-	0	-
Cl. 5.7(Bond Strength at 0.25 mm slip)	-	0	-
Cl. 5.7(Date of testing of concrete cubes)	-	0	-
Cl. 5.7(Date of casting of concrete cubes)	-	0	-
Cl. 8.1 Table 3(TS/YS Ratio)	-	1000	-
Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs)	-	1000	-
Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs)	-	1000	-
Cl. 8.1 Table 3(Maximum Extension)	-	1000	-
Cl. 8.1 Table 3(Total Elongation at Maximum Force)	-	1000	-
Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A)	-	1000	-
Cl. 4.3(Visual Inspection.)	-	1000	-
Cl. 5.2(Surface Characteristics)	-	2500	-
Clause 9.4(Rebend Test)	-	1000	-
Clause 6.3(Effective Cross-sectional Area)	-	1000	-
Clause 8.1(Table 3)(Total Elongation at Maximum Force)	-	1000	-
Cl 9.4(Load In Other Direction From Bend)	-	1000	-
Cl 9.3(Load In One Direction)	-	1000	-
Cl 8.1(UTM)	-	1000	-
Cl 7.2(Weight)	-	1000	-
Cl 6.1(Length, Width & Thickness)	-	1000	-
Cl 5(Deformations and Surface Characteristics)	-	2500	-
Cl 5(Deformations and Surface Characteristics)	-	2500	-
Cl 6.1(Length, Width & Thickness)	-	1000	-
Cl 7.2(Weight)	-	1000	-
Cl 8.1(UTM)	-	1000	-
Cl 9.3(Load In One Direction)	-	1000	-
Cl 9.4(Load In Other Direction From Bend)	-	1000	-
13(Identification and marking)	-	1000	-
5.7(Pull-out test - IS:2770(P1))	-	1500	-
7.0 & 7.1(Specified lengths - SOP MT-23)	-	1000	-
8.0 & 8.1("Total elongation at maximum force on 5.65 vSo mm GL. ")	-	1000	-
4.3(Rolling and cold working of bars/wire)	-	1000	-
7.1(Specified length)	-	1000	-
9.1(Preparation of test sample)	-	1000	-
9.2(Tensile test,IS:1608(Pt1)-2018)	-	1000	-
9.5(Retest)	-	1000	-
12(Inspection)	-	1000	-
Clause 4.2 Note 2, Amendment 1 & 3(Nb+V+B+Ti)	-	1000	-
Clause 4.2 Note 3, Amendment 1 & 3(Cr+Cu+Ni+Mo+P)	-	1000	-
Clause 4.2, Amendment 3 Note 4("In order to ascertain whether sufficient quantities of nitrogen binding elements are present, following formula may be used, where all elements are in ppm. (N−120)< (Al free/10)+((Ti+V)/7)+(Nb/14)")	-	1000	-
1()	-	0	-
Cl 5(Deformations and Surface Characteristics)	-	2500	-
Cl.4.2 of IS 1786 (Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.4.2 of IS 1786 (Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.4.2 of IS 1786 (Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.4.2 of IS 1786 (Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.4.2 of IS 1786 (Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.4.2 of IS 1786 (Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.4.2 of IS 1786 (Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D)(Carbon Equivalent)	-	1000	-
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Sulphur & Phosphorous)	-	1000	-
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Phosphorous- IS 228)	-	1000	-
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Sulphur-IS 228)	-	1000	-
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Carbon-IS 228)	-	1000	-
8.18.1 Table 3(Total elongation at maximum force)	-	1000	-
Cl 5(Deformations and Surface Characteristics)	-	2500	-
5.7(PullOut (Bond Test))	-	1500	-
4.2(Niobium (Nb))	-	1000	-
4.2(Boron (B))	-	1000	-
Cl. 5.7(Average compressive strength of cubes at 28 days)	-	0	-
Cl. 5.7(Bond Strength at 0.25 mm slip)	-	1000	-
Cl. 5.7(Date of testing of concrete cubes)	-	0	-
Cl. 5.7(Date of casting of concrete cubes)	-	0	-
Cl. 8.1 Table 3(TS/YS Ratio)	-	1000	-
Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs)	-	1000	-
Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs)	-	1000	-
Cl. 8.1 Table 3(Maximum Extension)	-	1000	-
Cl. 8.1 Table 3(Total Elongation at Maximum Force)	-	1000	-
Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A)	-	1000	-
Cl. 4.3(Visual Inspection.)	-	1000	-
Cl. 5.2(Surface Characteristics)	-	2500	-
Clause 9.4(Rebend Test)	-	1000	-
Clause 6.3(Effective Cross-sectional Area)	-	1000	-
Clause 8.1(Table 3)(Total Elongation at Maximum Force)	-	1000	-
Cl 9.4(Load In Other Direction From Bend)	-	1000	-
Cl 9.3(Load In One Direction)	-	1000	-
Cl 8.1(UTM)	-	1000	-
Cl 7.2(Weight)	-	1000	-
Cl 6.1(Length, Width & Thickness)	-	1000	-
Cl 5(Deformations and Surface Characteristics)	-	1000	-
Cl 5(Deformations and Surface Characteristics)	-	2500	-
Cl 6.1(Length, Width & Thickness)	-	1000	-
Cl 7.2(Weight)	-	1000	-
Cl 8.1(UTM)	-	1000	-
Cl 9.3(Load In One Direction)	-	1000	-
Cl 9.4(Load In Other Direction From Bend)	-	1000	-
13(Identification and marking)	-	1000	-
5.7(Pull-out test - IS:2770(P1))	-	1500	-
7.0 & 7.1(Specified lengths - SOP MT-23)	-	1000	-
8.0 & 8.1("Total elongation at maximum force on 5.65 vSo mm GL. ")	-	1000	-
4.3(Rolling and cold working of bars/wire)	-	1000	-
7.1(Specified length)	-	1000	-
9.1(Preparation of test sample)	-	1000	-
9.2(Tensile test,IS:1608(Pt1)-2018)	-	1000	-
9.5(Retest)	-	1000	-
12(Inspection)	-	1000	-
Clause 4.2 Note 2, Amendment 1 & 3(Nb+V+B+Ti)	-	1000	-
Clause 4.2 Note 3, Amendment 1 & 3(Cr+Cu+Ni+Mo+P)	-	1000	-
Clause 4.2, Amendment 3 Note 4("In order to ascertain whether sufficient quantities of nitrogen binding elements are present, following formula may be used, where all elements are in ppm. (N−120)< (Al free/10)+((Ti+V)/7)+(Nb/14)")	-	1000	-
1()	-	0	-

-
INCLUDED W.E.F 23.06.2026

IS 18573 (2024)

Cold formed welded carbon steel square and rectangular hollow sections for mechanical, general engineering and decorative purposes ï¿½ Specification

YST-160, YST-210, YST-240, YST-310, YST-355

14000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause. 3.0(Types)	-	1000	-
Clause.4.0(Carbon)	-	1000	-
Clause.4.0(Sulphur)	-	1000	-
Clause.4.0(Sulphur)	-	1000	-
Clause.4.0(Phosphorus)	-	1000	-
Clause.4.0(Silicon)	-	1000	-
Clause.4.0(Manganese)	-	1000	-
Clause.5.0(Supply of Material)	-	1500	-
Clause.5.0(Supply of Material)	-	1500	-
Clause.6.0(Workmanship)	-	1500	-
Clause.7.0(Straightness)	-	1000	-
Clause.8.0(Basis of Calculation)	-	1000	-
Clause.9.0(Length)	-	1000	-
Clause.10.0(Dimensions and properties)	-	1500	-
Clause.10.0(Dimensions and properties)	-	1500	-
Clause.11.0(General)	-	1000	-
Clause.11.0(Outside Dimension)	-	1000	-
Clause.11.0(Thickness)	-	1000	-
Clause.11.0(Thickness)	-	1000	-
Clause.11.0(Concavity and Convexity)	-	1500	-
Clause.11.0(Squareness of Sides)	-	1500	-
Clause.11.0(External Corner Radiius)	-	1500	-
Clause.11.0(Straightness and twist)	-	5000	-
Clause.12.0(Dimension Tolerances)	-	2000	-
Clause.12.0(Dimension Tolerances)	-	1500	-
Clause.13.0(Surface Protection)	-	1500	-
Clause.14.0(Testing)	-	2500	-
Clause.15.0(Tensile test)	-	1500	-
Clause.15.0(Yield strength)	-	1500	-
Clause.15.0(Elognation Percent)	-	1500	-
Clause.18.0(Marking)	-	1500	-
6(Workmanship)	-	1500	-
10(Dimensions and Properties)	-	2500	-
11(Measurement of Shape and Size)	-	1500	-
13(Surface Protection)	-	2000	-
15(Tensile Test)	-	1500	-
12(Dimensions and Tolerances)	-	2000	-
Clause. 3.0(Types)	-	0	-
Clause.4.0(Carbon)	-	1000	-
Clause.4.0(Sulphur)	-	1000	-
Clause.4.0(Sulphur)	-	1000	-
Clause.4.0(Phosphorus)	-	1000	-
Clause.4.0(Silicon)	-	1000	-
Clause.4.0(Manganese)	-	1000	-
Clause.5.0(Supply of Material)	-	2500	-
Clause.5.0(Supply of Material)	-	2500	-
Clause.6.0(Workmanship)	-	1500	-
Clause.7.0(Straightness)	-	1000	-
Clause.8.0(Basis of Calculation)	-	1500	-
Clause.9.0(Length)	-	1000	-
Clause.10.0(Dimensions and properties)	-	1000	-
Clause.10.0(Dimensions and properties)	-	1000	-
Clause.11.0(General)	-	1500	-
Clause.11.0(Outside Dimension)	-	1000	-
Clause.11.0(Thickness)	-	1000	-
Clause.11.0(Thickness)	-	1000	-
Clause.11.0(Concavity and Convexity)	-	1000	-
Clause.11.0(Squareness of Sides)	-	1000	-
Clause.11.0(External Corner Radiius)	-	1500	-
Clause.11.0(Straightness and twist)	-	1500	-
Clause.12.0(Dimension Tolerances)	-	1000	-
Clause.12.0(Dimension Tolerances)	-	1000	-
Clause.13.0(Surface Protection)	-	2000	-
Clause.14.0(Testing)	-	1500	-
Clause.15.0(Tensile test)	-	1500	-
Clause.15.0(Yield strength)	-	1500	-
Clause.15.0(Elognation Percent)	-	1500	-
Clause.18.0(Marking)	-	1500	-
6(Workmanship)	-	2500	-
10(Dimensions and Properties)	-	1000	-
11(Measurement of Shape and Size)	-	1000	-
13(Surface Protection)	-	2000	-
15(Tensile Test)	-	1000	-
12(Dimensions and Tolerances)	-	1000	-

-
included w.e.f 17.03.2026

IS 269 (2015)

Ordinary portland cement - Specification (Sixth Revision)

OPC 43, OPC 43 S, OPC 53, OPC 53 S

9000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7 Table-3 v(Transverse Strength - IS 4031 Part 8 (Optional))	-	0	Optional Test not included
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)	-	0	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	0	-
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)	-	0	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	0	-
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)	-	0	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	0	-
7 Table-3 iii b(Setting Time Final)	-	500	-
7 Table-3 iii a(Setting Time Initial)	-	0	-
7 Table-3 ii b(Expansion after aeration)	-	500	-
7 Table-3 ii b(Expansion by Autoclave)	-	500	-
7 Table-3 ii a(Expansion after aeration)	-	0	-
7 Table-3 ii a(Expansion by Le Chatelier)	-	500	-
7 Table-3 i.(Fineness)	-	500	-
6.1 Table-2 viii(Alkali content)	-	1500	-
6.1 Table-2 vii(Chloride content)	-	1500	-
6.1 Table-2 vi(Loss on ignition)	-	1500	-
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride)	-	1500	-
6.1 Table-2 iv(Magnesia)	-	1500	-
6.1 Table-2 iii.(Insoluble residue)	-	1500	-
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide)	-	2500	-
6.1 Table-2 i.(Ratio of percentage of lime to percentage of silica, alumina and iron oxide)	-	2500	-
6 - Table - 1 viii(Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1500	-
6 - Table - 1 vii(Chloride content - Cl 4.13 of IS 4032:1985)	-	1500	-
6 - Table - 1 vi(Loss on ignition - Cl 4.2 of IS 4032:1985)	-	1500	-
6 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	1500	-
6 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985)	-	1500	-
6 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	1500	-
6 - Table - 1 ii(Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985)	-	2500	-
6 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	2500	-
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)	-	0	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	0	-
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)	-	0	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	0	-
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)	-	0	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	0	-
7 Table-3 iii b(Setting Time Final)	-	500	-
7 Table-3 iii a(Setting Time Initial)	-	0	-
7 Table-3 ii b(Expansion after aeration)	-	500	-
7 Table-3 ii b(Expansion by Autoclave)	-	500	-
7 Table-3 ii a(Expansion after aeration)	-	500	-
7 Table-3 ii a(Expansion by Le Chatelier)	-	500	-
7 Table-3 i.(Fineness)	-	500	-
6.1 Table-2 viii(Alkali content)	-	1500	-
6.1 Table-2 vii(Chloride content)	-	1500	-
6.1 Table-2 vi(Loss on ignition)	-	1500	-
6.1 Table-2 iv(Magnesia)	-	1500	-
6.1 Table-2 iii.(Insoluble residue)	-	1500	-
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide)	-	2500	-
6.1 Table-2 i.(Ratio of percentage of lime to percentage of silica, alumina and iron oxide)	-	2500	-
6 - Table - 1 viii( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1500	-
6 - Table - 1 vii(Chloride content - Cl 4.13 of IS 4032:1985)	-	1500	-
6 - Table - 1 vi(Loss on ignition - Cl 4.2 of IS 4032:1985)	-	1500	-
6 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	1500	-
6 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985)	-	1500	-
6 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	1500	-
6 - Table - 1 ii(Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985)	-	1500	-
6 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	1500	-
7.1.8(Pump efficiency shall be as per 11.4)	-	0	-
Clause 7 Table 3, SI No. (v) (Compressive strength of Transverse Specimen, 672 ± 4 h)	-	0	-
Clause 7 Table 3, SI No. (v) (Compressive strength of Transverse Specimen, 168 ± 2 h)	-	0	-
Clause 7 Table 3, SI No. (v) (Compressive strength of Transverse Specimen, 72 ± 1 h)	-	0	-
Clause 7 Table 3, SI No. (v) (Transverse Strength, 672 ± 4 h)	-	0	-
Clause 7 Table 3, SI No. (v) (Transverse Strength, 168 ± 2 h)	-	0	-
Clause 7 Table 3, SI No. (v) (Transverse Strength, 72 ± 1 h)	-	0	-
7 Table-3 v(Transverse Strength - IS 4031 Part 8 (Optional))	-	1500	-
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)	-	0	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	0	-
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)	-	0	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	0	-
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)	-	0	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	0	-
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)	-	500	-
7 Table-3 ii b(Expansion by Autoclave)	-	500	-
7 Table-3 ii a(Expansion after aeration)	-	500	-
7 Table-3 ii a(Expansion by Le Chatelier)	-	500	-
7 Table-3 i.(Fineness)	-	500	-
6.1 Table-2 viii(Alkali content)	-	2500	-
6.1 Table-2 vii(Chloride content)	-	1500	-
6.1 Table-2 vi(Loss on ignition)	-	1500	-
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride)	-	1500	-
6.1 Table-2 iv(Magnesia)	-	1500	-
6.1 Table-2 iii.(Insoluble residue)	-	1500	-
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide)	-	2500	-
6.1 Table-2 i.(Ratio of percentage of lime to percentage of silica, alumina and iron oxide)	-	2500	-
6.1 Table-2 i.(Ratio of percentage of lime to percentage of silica, alumina and iron oxide)	-	0	-
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide)	-	0	-
6.1 Table-2 iii.(Insoluble residue)	-	1500	-
6.1 Table-2 iv(Magnesia)	-	1500	-
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride)	-	1500	-
6.1 Table-2 vi(Loss on ignition)	-	1500	-
6.1 Table-2 vii(Chloride content)	-	1500	-
7 Table-3 i.(Fineness)	-	500	-
7 Table-3 ii a(Expansion by Le Chatelier)	-	500	-
7 Table-3 ii a(Expansion after aeration)	-	500	-
7 Table-3 ii b(Expansion by Autoclave)	-	500	-
7 Table-3 ii b(Expansion after aeration)	-	0	-
7 Table-3 iii a(Setting Time Initial)	-	500	-
7 Table-3 iii b(Setting Time Final)	-	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)	-	0	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	0	-
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 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)	-	0	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	0	-
7 Table-3 v(Transverse Strength - IS 4031 Part 8 (Optional))	-	0	-
11(Marking)	-	500	-
5(Manufacture)	-	0	-
9(Manufacture certificate)	-	0	-
10(Packing)	-	0	-
5.1.1 Table 1 Sl. No. iv(Calcium Carbonate)	-	1500	-
13(Requirment for an originating system )	-	0	-
14(Requirment for an Reciving system )	-	0	-
15.2.1(Records characteristics)	-	0	-
15.2.2(Measured data unit)	-	0	-
15.2.3(Fixed length record )	-	500	-
15.2.4(Variable length record)	-	0	-
15.2.5(segmented records)	-	0	-
15.3(Attributes of record structured files)	-	0	-
15.4(Requirments for systems implementing section 4)	-	0	-
7 Table-3 v(Transverse Strength - IS 4031 Part 8 (Optional))	-	0	-
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride)	-	1500	-
7.1.8(Pump efficiency shall be as per 11.4)	-	0	-
Clause 7 Table 3, SI No. (v) (Compressive strength of Transverse Specimen, 672 ± 4 h)	-	0	-
Clause 7 Table 3, SI No. (v) (Compressive strength of Transverse Specimen, 168 ± 2 h)	-	0	-
Clause 7 Table 3, SI No. (v) (Compressive strength of Transverse Specimen, 72 ± 1 h)	-	0	-
Clause 7 Table 3, SI No. (v) (Transverse Strength, 672 ± 4 h)	-	0	-
Clause 7 Table 3, SI No. (v) (Transverse Strength, 168 ± 2 h)	-	0	-
Clause 7 Table 3, SI No. (v) (Transverse Strength, 72 ± 1 h)	-	0	-
7 Table-3 v(Transverse Strength - IS 4031 Part 8 (Optional))	-	0	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iii b(Setting Time Final)	-	1000	-
7 Table-3 iii a(Setting Time Initial)	-	1000	-
7 Table-3 ii b(Expansion after aeration)	-	1000	-
7 Table-3 ii b(Expansion by Autoclave)	-	1500	-
7 Table-3 ii a(Expansion after aeration)	-	1500	-
7 Table-3 ii a(Expansion by Le Chatelier)	-	1500	-
7 Table-3 i.(Fineness)	-	1000	-
6.1 Table-2 viii(Alkali content)	-	1500	-
6.1 Table-2 vii(Chloride content)	-	1500	-
6.1 Table-2 vi(Loss on ignition)	-	1500	-
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride)	-	1500	-
6.1 Table-2 iv(Magnesia)	-	1500	-
6.1 Table-2 iii.(Insoluble residue)	-	1500	-
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide)	-	1500	-
6.1 Table-2 i.(Ratio of percentage of lime to percentage of silica, alumina and iron oxide)	-	1500	-
6.1 Table-2 i.(Ratio of percentage of lime to percentage of silica, alumina and iron oxide)	-	1500	-
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide)	-	1500	-
6.1 Table-2 iii.(Insoluble residue)	-	1500	-
6.1 Table-2 iv(Magnesia)	-	1500	-
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride)	-	1500	-
6.1 Table-2 vi(Loss on ignition)	-	1500	-
6.1 Table-2 vii(Chloride content)	-	1500	-
7 Table-3 i.(Fineness)	-	1000	-
7 Table-3 ii a(Expansion by Le Chatelier)	-	1500	-
7 Table-3 ii a(Expansion after aeration)	-	1500	-
7 Table-3 ii b(Expansion by Autoclave)	-	1500	-
7 Table-3 ii b(Expansion after aeration)	-	1500	-
7 Table-3 iii a(Setting Time Initial)	-	1000	-
7 Table-3 iii b(Setting Time Final)	-	1000	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 v(Transverse Strength - IS 4031 Part 8 (Optional))	-	0	-
11(Marking)	-	1500	-
5(Manufacture)	-	1500	-
9(Manufacture certificate)	-	0	-
10(Packing)	-	0	-
5.1.1 Table 1 Sl. No. iv(Calcium Carbonate)	-	1500	-
13(Requirment for an originating system )	-	1000	-
14(Requirment for an Reciving system )	-	1000	-
15.2.1(Records characteristics)	-	1500	-
15.2.2(Measured data unit)	-	1500	-
15.2.3(Fixed length record )	-	1000	-
15.2.4(Variable length record)	-	1000	-
15.2.5(segmented records)	-	1500	-
15.3(Attributes of record structured files)	-	1500	-
15.4(Requirments for systems implementing section 4)	-	0	-

-
7 Table-3 v (Transverse Strength - IS 4031 Part 8 (Optional))

IS 383 (2016)

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

40, 20, 12.5, 10 mm and Fine Aggregate

9000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	1000	-
5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	1000	-
5.4.2(a)( Aggregates Impact Value)	-	500	-
5.4.2(b)( Aggregates Impact Value)	-	500	-
5.4.3(a)( Aggregate Abrasion Value)	-	1000	-
5.4.3(b)( Aggregate Abrasion Value)	-	1000	-
6.1-Table 7(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Nominal Size of aggregate)	-	500	-
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	500	-
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	200	-
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	500	-
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	200	-
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	200	-
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve )	-	500	-
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	500	-
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	500	-
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	500	-
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Class)	-	500	-
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Size)	-	500	-
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 160 mm Sieve)	-	500	-
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	500	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	500	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	500	-
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	500	-
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	500	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	500	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 4.75 mm Sieve)	-	500	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 2.36 mm Sieve)	-	500	-
6.2-Table 7(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Nominal Size of aggregate)	-	0	-
6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve)	-	500	-
6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve)	-	500	-
6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve)	-	500	-
6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve)	-	500	-
6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve)	-	500	-
6.2-Table 7(vi)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 12.5 mm sieve)	-	500	-
6.2-Table 7(vii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 10 mm sieve)	-	500	-
6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve)	-	500	-
6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve)	-	500	-
6.3-Table 9(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Grading Zone)	-	500	-
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve )	-	0	-
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve )	-	500	-
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve )	-	500	-
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve )	-	500	-
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve )	-	500	-
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve )	-	500	-
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve )	-	500	-
6.4-Table 10(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Nominal Size )	-	500	-
6.4-Table 10(i)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 80mm Sieve )	-	500	-
6.4-Table 10(ii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 40mm Sieve )	-	500	-
6.4-Table 10(iii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 20mm Sieve )	-	500	-
6.4-Table 10(iv)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 4.75mm Sieve )	-	500	-
6.4-Table 10(v)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 600µm Sieve )	-	500	-
6.4-Table 10(vi)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 150µm Sieve )	-	500	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate))	-	500	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate))	-	500	-
5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate))	-	500	-
5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate))	-	500	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate))	-	1000	-
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	1500	-
5.2- TABLE-2- (Note-3) IS-2386 (P-2)(Mica content (fine aggregate))	-	1000	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate))	-	1000	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate))	-	1000	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate))	-	1000	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate))	-	1000	-
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 (fine aggregate ))	-	1000	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate ))	-	1000	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate))	-	1000	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate))	-	500	-
5.7-Table-3-(III) BN EN: 1744(Water soluble chloride content (coarse aggregate))	-	500	-
5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate))	-	500	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate))	-	1000	-
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	1000	-
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	500	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate))	-	1000	-
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate))	-	500	-
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	-
5.5(Soundness By Magnesium Sulphate)	-	1000	-
7.2(Moisture Content)	-	500	-
7.2(Bulking Of Fine Aggregate)	-	500	-
7.2(Bulk Density loose)	-	500	-
7.2(Bulk Density Rodded)	-	500	-
5.5(Soundness By Magnesium Sulphate)	-	1000	-
7.2(Moisture Content)	-	500	-
7.2(Bulk Density loose)	-	500	-
7.2(Bulk Density Rodded)	-	500	-
5.3(Elongation Index)	-	500	-
5.3(Flakiness Index)	-	500	-
5.6(Alkali Agregate Reaction )	-	1000	-
5.7 table 3(WaterAbsorption)	-	500	-
5.7 table 3(Specific Gravity)	-	500	-
5.3(Flakiness & Elongation)	-	500	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	1000	-
5.7 table 4 (Calcium oxide)	-	1000	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	1000	-
5.2 (5.2.2, 5.2.1, 5.2.3, shale table-2 ) (Deleterious material (Clay lumps, coal & lignite, material finer than 75 micron IS sieve, Soft fragments,shale))	-	500	-
3.2.2 Table 3 ii) IS 1963(Basicity as CaO/SiO2)	-	1500	-
Clause 5.7- Table 3 (i) (TotalAlkali content as Na2O equivalent )	-	1000	-
Clause 5.6(Nature of Aggregate)	-	1500	-
Clause 5.6(Dissolved Silica)	-	1000	-
Clause 5.6(Reduction in Alkalinity)	-	1000	-
Clause 5.1(General)	-	1500	-
Clause 5.1(General)	-	1500	-
Table 4 Cl. 5.7 (ii)(Total Sulphur as S)	-	1000	-
Table 4 Cl. 5.7 (iii)(Total iron as FeO)	-	1000	-
Table 5 Cl. 5.7 (i)(Calcium oxide as CaO,)	-	1000	-
Table 5 Cl. 5.7 (ii)(Magnesium oxide as MgO)	-	1000	-
Table 5 Cl. 5.7 (iii)(Total iron as FeO)	-	1000	-
Table 5 Cl. 5.7 (iv)(Basicity as CaO/SiO2)	-	1500	-
Table 6 Cl. 5.7 (i)(Calcium oxide as CaO)	-	1000	-
Table 6 Cl. 5.7 (ii)(Total sulphur as S)	-	1000	-
Table 6 Cl. 5.7 (iii)(Total iron as FeO)	-	1000	-
Table 6 Cl. 5.7 (iv)()	-	1000	-
Table 6 Cl. 5.7 (iv)()	-	1000	-
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	1000	-
5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	1000	-
5.4.2(a)( Aggregates Impact Value)	-	500	-
5.4.2(b)( Aggregates Impact Value)	-	500	-
5.4.3(a)( Aggregate Abrasion Value)	-	1000	-
5.4.3(b)( Aggregate Abrasion Value)	-	1000	-
6.1-Table 7(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Nominal Size of aggregate)	-	500	-
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	500	-
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	500	-
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	500	-
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	500	-
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	500	-
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve )	-	500	-
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	500	-
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	500	-
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	500	-
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Class)	-	500	-
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Size)	-	500	-
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 160 mm Sieve)	-	500	-
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	500	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	500	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	500	-
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	500	-
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	500	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	500	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 4.75 mm Sieve)	-	500	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 2.36 mm Sieve)	-	500	-
6.2-Table 7(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Nominal Size of aggregate)	-	500	-
6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve)	-	500	-
6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve)	-	500	-
6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve)	-	500	-
6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve)	-	500	-
6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve)	-	500	-
6.2-Table 7(vi)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 12.5 mm sieve)	-	500	-
6.2-Table 7(vii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 10 mm sieve)	-	500	-
6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve)	-	500	-
6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve)	-	500	-
6.3-Table 9(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Grading Zone)	-	500	-
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve )	-	500	-
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve )	-	500	-
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve )	-	500	-
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve )	-	500	-
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve )	-	500	-
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve )	-	500	-
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve )	-	500	-
6.4-Table 10(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Nominal Size )	-	500	-
6.4-Table 10(i)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 80mm Sieve )	-	500	-
6.4-Table 10(ii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 40mm Sieve )	-	500	-
6.4-Table 10(iii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 20mm Sieve )	-	500	-
6.4-Table 10(iv)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 4.75mm Sieve )	-	500	-
6.4-Table 10(v)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 600µm Sieve )	-	500	-
6.4-Table 10(vi)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 150µm Sieve )	-	500	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate))	-	500	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate))	-	500	-
5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate))	-	1000	-
5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate))	-	1000	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate))	-	1500	-
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	1500	-
5.2- TABLE-2- (Note-3) IS-2386 (P-2)(Mica content (fine aggregate))	-	1000	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate))	-	1000	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate))	-	1000	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate))	-	1000	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate))	-	1000	-
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 (fine aggregate ))	-	1000	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate ))	-	1000	-
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))	-	500	-
5.7-Table-3-(III) BN EN: 1744(Water soluble chloride content (coarse aggregate))	-	1000	-
5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate))	-	1000	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate))	-	1500	-
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	1500	-
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	1000	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate))	-	1000	-
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate))	-	1000	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate))	-	1000	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate ))	-	1000	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate ))	-	1000	-
5.5(Soundness By Magnesium Sulphate)	-	1500	-
7.2(Moisture Content)	-	500	-
7.2(Bulking Of Fine Aggregate)	-	1000	-
7.2(Bulk Density loose)	-	1000	-
7.2(Bulk Density Rodded)	-	1000	-
5.5(Soundness By Magnesium Sulphate)	-	1500	-
7.2(Moisture Content)	-	500	-
7.2(Bulk Density loose)	-	1000	-
7.2(Bulk Density Rodded)	-	1000	-
5.3(Elongation Index)	-	1000	-
5.3(Flakiness Index)	-	1000	-
5.6(Alkali Agregate Reaction )	-	1500	-
5.7 table 3(WaterAbsorption)	-	500	-
5.7 table 3(Specific Gravity)	-	500	-
5.3(Flakiness & Elongation)	-	1000	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	1500	-
5.7 table 4 (Calcium oxide)	-	1000	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	1500	-
5.2 (5.2.2, 5.2.1, 5.2.3, shale table-2 ) (Deleterious material (Clay lumps, coal & lignite, material finer than 75 micron IS sieve, Soft fragments,shale))	-	1000	-
3.2.2 Table 3 ii) IS 1963(Basicity as CaO/SiO2)	-	1500	-
Clause 5.7- Table 3 (i) (TotalAlkali content as Na2O equivalent )	-	1500	-
Clause 5.6(Nature of Aggregate)	-	1500	-
Clause 5.6(Dissolved Silica)	-	1000	-
Clause 5.6(Reduction in Alkalinity)	-	1500	-
Clause 5.1(General)	-	1500	-
Clause 5.1(General)	-	1500	-
Table 4 Cl. 5.7 (ii)(Total Sulphur as S)	-	1000	-
Table 4 Cl. 5.7 (iii)(Total iron as FeO)	-	1000	-
Table 5 Cl. 5.7 (i)(Calcium oxide as CaO,)	-	1000	-
Table 5 Cl. 5.7 (ii)(Magnesium oxide as MgO)	-	1000	-
Table 5 Cl. 5.7 (iii)(Total iron as FeO)	-	1000	-
Table 5 Cl. 5.7 (iv)(Basicity as CaO/SiO2)	-	1500	-
Table 6 Cl. 5.7 (i)(Calcium oxide as CaO)	-	1000	-
Table 6 Cl. 5.7 (ii)(Total sulphur as S)	-	1000	-
Table 6 Cl. 5.7 (iii)(Total iron as FeO)	-	1000	-
Table 6 Cl. 5.7 (iv)()	-	1000	-
Table 6 Cl. 5.7 (iv)()	-	1000	-
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	1000	-
5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	1000	-
5.4.2(a)( Aggregates Impact Value)	-	500	-
5.4.2(b)( Aggregates Impact Value)	-	500	-
5.4.3(a)( Aggregate Abrasion Value)	-	1000	-
5.4.3(b)( Aggregate Abrasion Value)	-	1000	-
6.1-Table 7(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Nominal Size of aggregate)	-	500	-
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	500	-
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	500	-
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	500	-
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	500	-
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	500	-
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve )	-	500	-
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	500	-
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	500	-
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	500	-
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Class)	-	500	-
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Size)	-	500	-
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 160 mm Sieve)	-	500	-
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	500	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	500	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	500	-
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	500	-
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	500	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	500	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 4.75 mm Sieve)	-	500	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 2.36 mm Sieve)	-	500	-
6.2-Table 7(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Nominal Size of aggregate)	-	500	-
6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve)	-	500	-
6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve)	-	500	-
6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve)	-	500	-
6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve)	-	500	-
6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve)	-	500	-
6.2-Table 7(vi)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 12.5 mm sieve)	-	500	-
6.2-Table 7(vii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 10 mm sieve)	-	500	-
6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve)	-	500	-
6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve)	-	500	-
6.3-Table 9(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Grading Zone)	-	500	-
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve )	-	500	-
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve )	-	500	-
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve )	-	500	-
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve )	-	500	-
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve )	-	500	-
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve )	-	500	-
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve )	-	500	-
6.4-Table 10(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Nominal Size )	-	500	-
6.4-Table 10(i)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 80mm Sieve )	-	500	-
6.4-Table 10(ii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 40mm Sieve )	-	500	-
6.4-Table 10(iii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 20mm Sieve )	-	500	-
6.4-Table 10(iv)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 4.75mm Sieve )	-	500	-
6.4-Table 10(v)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 600µm Sieve )	-	500	-
6.4-Table 10(vi)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 150µm Sieve )	-	500	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate))	-	500	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate))	-	500	-
5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate))	-	500	-
5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate))	-	500	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate))	-	1500	-
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	1500	-
5.2- TABLE-2- (Note-3) IS-2386 (P-2)(Mica content (fine aggregate))	-	1000	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate))	-	1000	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate))	-	1000	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate))	-	1000	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate))	-	1000	-
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 (fine aggregate ))	-	1000	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate ))	-	1000	-
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))	-	500	-
5.7-Table-3-(III) BN EN: 1744(Water soluble chloride content (coarse aggregate))	-	1000	-
5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate))	-	1000	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate))	-	1500	-
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	1500	-
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	1000	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate))	-	1000	-
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate))	-	1000	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate))	-	1000	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate ))	-	1000	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate ))	-	1000	-
5.5(Soundness By Magnesium Sulphate)	-	1500	-
7.2(Moisture Content)	-	500	-
7.2(Bulking Of Fine Aggregate)	-	1000	-
7.2(Bulk Density loose)	-	1000	-
7.2(Bulk Density Rodded)	-	1000	-
5.5(Soundness By Magnesium Sulphate)	-	1500	-
7.2(Moisture Content)	-	500	-
7.2(Bulk Density loose)	-	1000	-
7.2(Bulk Density Rodded)	-	1000	-
5.3(Elongation Index)	-	1000	-
5.3(Flakiness Index)	-	1000	-
5.6(Alkali Agregate Reaction )	-	1500	-
5.7 table 3(WaterAbsorption)	-	500	-
5.7 table 3(Specific Gravity)	-	500	-
5.3(Flakiness & Elongation)	-	1000	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	1500	-
5.7 table 4 (Calcium oxide)	-	1000	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	1500	-
5.2 (5.2.2, 5.2.1, 5.2.3, shale table-2 ) (Deleterious material (Clay lumps, coal & lignite, material finer than 75 micron IS sieve, Soft fragments,shale))	-	1000	-
3.2.2 Table 3 ii) IS 1963(Basicity as CaO/SiO2)	-	1500	-
Clause 5.7- Table 3 (i) (TotalAlkali content as Na2O equivalent )	-	1500	-
Clause 5.6(Nature of Aggregate)	-	1500	-
Clause 5.6(Dissolved Silica)	-	1000	-
Clause 5.6(Reduction in Alkalinity)	-	1500	-
Clause 5.1(General)	-	1500	-
Clause 5.1(General)	-	1500	-
Table 4 Cl. 5.7 (ii)(Total Sulphur as S)	-	1000	-
Table 4 Cl. 5.7 (iii)(Total iron as FeO)	-	1000	-
Table 5 Cl. 5.7 (i)(Calcium oxide as CaO,)	-	1000	-
Table 5 Cl. 5.7 (ii)(Magnesium oxide as MgO)	-	1000	-
Table 5 Cl. 5.7 (iii)(Total iron as FeO)	-	1000	-
Table 5 Cl. 5.7 (iv)(Basicity as CaO/SiO2)	-	1500	-
Table 6 Cl. 5.7 (i)(Calcium oxide as CaO)	-	1000	-
Table 6 Cl. 5.7 (ii)(Total sulphur as S)	-	1000	-
Table 6 Cl. 5.7 (iii)(Total iron as FeO)	-	1000	-
Table 6 Cl. 5.7 (iv)()	-	1000	-
Table 6 Cl. 5.7 (iv)()	-	1000	-

-
-

IS 15658 (2021)

Concrete Paving Blocks - Specification ( First Revision )

M-25, M-30, M-35, M-40, M-45, M-50, M-55

14000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 7.3, Annex G(Average Breaking Load)	-	2500	-
Clause 7.3, Annex G(Individual Breaking Load)	-	2500	-
Clause 7.3, Annex F(Average Failure Load per unit Length)	-	2500	-
Clause 7.3, Annex F(Individual Failure Load per unit Length)	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength )	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i))	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength )	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i))	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens))	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance )	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens))	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance )	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens))	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i))	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens))	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption)	-	2500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness)	-	2500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp))	-	2500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp))	-	2500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp))	-	2500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp))	-	2500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer)	-	2500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer)	-	2500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth)	-	2500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth)	-	2500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width)	-	2500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width)	-	2500	-
Clause 7.2, Table No. 2, SI No. (iv) (Indivdual Aspect Ratio, L/Th)	-	2500	-
Clause 7.2, Table No. 2, SI No. (iv) (Aspect Ratio, L/Th)	-	2500	-
Clause 7.2, Table No. 2, SI No. (iii) (Indivdual Thickness, Th)	-	2500	-
Clause 7.2, Table No. 2, SI No. (iii) (Thickness, Th)	-	2500	-
Clause 7.2, Table No. 2, SI No. (ii) (Indivdual Length, L)	-	2500	-
Clause 7.2, Table No. 2, SI No. (ii) (Length, L)	-	2500	-
Clause 7.2, Table No. 2, SI No. (i) (Indivdual Width, W)	-	2500	-
Clause 7.2, Table No. 2, SI No. (i) (Width, W)	-	2500	-
Clause 6.3 (Bonding and Delamination between the layers of paver blocks)	-	2500	-
Clause 7.1.3 (Colour and Texture)	-	2500	-
Clauses 7.1.2 & 9.1.2 (Visual Inspection)	-	2500	-
Clause 7.1.1 (General Quality)	-	2500	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower)	-	2500	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower)	-	2500	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher)	-	2500	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher)	-	2500	-
Clause 3.20(Spacer nibs)	-	2500	-
10(Marking)	-	2500	-
cl.5(Cement)	-	2500	-
5.2(Mineral Admixture)	-	2500	-
5.3(Chemical Admixtures)	-	2500	-
5.4(Coarse and Fine Aggregates)	-	2500	-
5.5(Pigments)	-	2500	-
5.6(Water)	-	2500	-

-
-

IS 456 (2000)

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

3000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.4-Table-1 (ii)-IS: 3025(P-24)(Sulphate)	-	200	-
5.4-Table-1 (v)-IS: 3025(P-17)(Suspended matter)	-	200	-
5.4-Table-1 (iv)-IS: 3025(P-32)(Chloride)	-	200	-
5.4-Table-1 (i)-IS: 3025(P-18)(In-Organic)	-	200	-
5.4-Table-1 (i)-IS: 3025(P-18)(Organic )	-	200	-
5.4.2-IS: 3025(P-11)(Ph)	-	200	-
Cl 5.4 (b)(Alkalinity)	-	200	-
Cl 5.4 (a)(Acidity)	-	200	-
5.4-(b)-IS: 3025 (P-23)(Volume of 0.02 N H2SO4 to neutralized 100 ml of water using mixed indicator)	-	200	-
5.4-(a)-IS: 3025 (P-22)(Volume of 0.02 N NaOH to neutralized 100 ml of water using phenolphthalein indicator)	-	200	-
Cl 5.4 Table 1 (v)(Suspended Matter)	-	200	-
Cl 5.4 Table 1 (iv)(Chloride)	-	200	-
Cl 5.4 Table 1 (iii)(Sulphate)	-	200	-
Cl 5.4 Table 1 (ii)(Inorganic Solids)	-	200	-
Cl 5.4 Table 1 (i)(Organic Solids)	-	200	-
Cl 5.4 .2(pH)	-	200	-
16.1(Average Compressive Strength)	-	2000	-
16.1(Compressive Strength of Individual Samples )	-	700	-
16.1(Compressive Strength of Individual Samples )	-	700	-
5.4-Table-1 (iii)-IS: 3025(P-32)(Chloride)	-	200	-
16.1(Compressive Strength of Individual Samples )	-	700	-
Clause 5.4(Description)	-	1000	-
5.1(Cement)	-	0.0	-
5.2(Mineral Admixtures)	-	0.0	-
5.3(Aggregates)	-	0.0	-
5.6(Reinforcement)	-	0.0	-
5.7(Storage of Materials)	-	0.0	-
7(Workability of Concrete)	-	0.0	-
8(Durability of concrete)	-	0.0	-
9(Concrete mix proportioning)	-	0.0	-
16.2(Flexural Strength)	-	0.0	-
17.4(Core test)	-	0.0	-
cl 5.4.4.3(Initial Setting Time)	-	0.0	-
cl 5.4.4.3(Initial Setting Time)	-	0.0	-
5.4-Table-1 (ii)-IS: 3025(P-24)(Sulphate)	-	200	-
5.4-Table-1 (v)-IS: 3025(P-17)(Suspended matter)	-	200	-
5.4-Table-1 (iv)-IS: 3025(P-32)(Chloride)	-	200	-
5.4-Table-1 (i)-IS: 3025(P-18)(In-Organic)	-	200	-
5.4-Table-1 (i)-IS: 3025(P-18)(Organic )	-	200	-
5.4.2-IS: 3025(P-11)(Ph)	-	200	-
Cl 5.4 (b)(Alkalinity)	-	200	-
Cl 5.4 (a)(Acidity)	-	200	-
5.4-(b)-IS: 3025 (P-23)(Volume of 0.02 N H2SO4 to neutralized 100 ml of water using mixed indicator)	-	200	-
5.4-(a)-IS: 3025 (P-22)(Volume of 0.02 N NaOH to neutralized 100 ml of water using phenolphthalein indicator)	-	200	-
Cl 5.4 Table 1 (v)(Suspended Matter)	-	200	-
Cl 5.4 Table 1 (iv)(Chloride)	-	200	-
Cl 5.4 Table 1 (iii)(Sulphate)	-	200	-
Cl 5.4 Table 1 (ii)(Inorganic Solids)	-	200	-
Cl 5.4 Table 1 (i)(Organic Solids)	-	200	-
Cl 5.4 .2(pH)	-	200	-
16.1(Average Compressive Strength)	-	700	-
16.1(Compressive Strength of Individual Samples )	-	700	-
16.1(Compressive Strength of Individual Samples )	-	700	-
5.4-Table-1 (iii)-IS: 3025(P-32)(Chloride)	-	200	-
16.1(Compressive Strength of Individual Samples )	-	700	-
Clause 5.4(Description)	-	0.0	-
5.1(Cement)	-	0.0	-
5.2(Mineral Admixtures)	-	0.0	-
5.3(Aggregates)	-	0.0	-
5.6(Reinforcement)	-	0.0	-
5.7(Storage of Materials)	-	0.0	-
7(Workability of Concrete)	-	0.0	-
8(Durability of concrete)	-	0.0	-
9(Concrete mix proportioning)	-	0.0	-
16.2(Flexural Strength)	-	0.0	-
17.4(Core test)	-	0.0	-
cl 5.4.4.3(Initial Setting Time)	-	0.0	-
cl 5.4.4.3(Initial Setting Time)	-	0.0	-

-
Included w.e.f. 24.02.2025 Exclusion Breaking strength above 96 mm

Bureau of Indian Standards

The National Standards Body of India

National Soil Testing and Research Laboratories, Panchkula

Plot No 384 Phase-2 Industrail Area Panchkula, Panchkula, Panchkula, Haryana, 134112

9872010622 nationallab2014@gmail.com

Scope List