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KRISHNA DIGITAL MATERIAL TESTING LABORATORY LLP, BHOPAL

02, Bhawani Nagar JK Road Bhopal, Bhopal, Bhopal, Madhya Pradesh, 462021

9425813624 krishnalab12@gmail.com

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13 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

IS 3812 (Part 1) (2013)

Pulverized fuel ash - Specification: Part 1 For use as pozzolana in cement, cement mortar and concrete

13000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.1-Table 2(i)(PHYSICAL REQUIREMENTS-Fineness)	-	500	-
7.1-Table 2(ii)(PHYSICAL REQUIREMENTS-Particles retained on 45 micron IS sieve)	-	500	-
5.1, 7.1, table-2, iii(Lime reacitivity)	-	2500	-
7.1-Table 2(iv)(PHYSICAL REQUIREMENTS-Compressive strength at 28 days)	-	500	-
7.1-Table 2(v)(PHYSICAL REQUIREMENTS-Soundness by autoclave test )	-	500	-
Cl. 6.1, Table 1 - i(Silicon dioxide (SiO2) plus aluminium oxide (Al2O3) plus ironoxide (Fe2O3) - IS 1727)	-	500	-
Cl. 6.1, Table 1 - ii(Silicon dioxide (SiO2) - IS 1727)	-	500	-
Cl. 6.1, Table 1 - iv(Magnesium oxide (MgO) - IS 1727)	-	500	-
Cl. 6.1, Table 1 - v( Total sulphur as sulphur trioxide (SO3) - IS 1727)	-	500	-
Cl. 6.1, Table 1 - vi( Available alkalis as equivalent sodium oxide (Na2O) - Annex C)	-	500	-
Cl. 6.1, Table 1 - vii( Total Chlorides - IS 4032)	-	500	-
Cl. 6.1, Table 1 - viii( Loss on ignition - IS 1727)	-	500	-
Cl. 6.2(Moisture content of the fly ash when supplied in dry condition - Annex D)	-	500	-
7.1-Table 2(i)(PHYSICAL REQUIREMENTS-Fineness)	-	0	-
7.1-Table 2(ii)(PHYSICAL REQUIREMENTS-Particles retained on 45 micron IS sieve)	-	0	-
5.1, 7.1, table-2, iii(Lime reacitivity)	-	0	-
7.1-Table 2(iv)(PHYSICAL REQUIREMENTS-Compressive strength at 28 days)	-	0	-
7.1-Table 2(v)(PHYSICAL REQUIREMENTS-Soundness by autoclave test )	-	0	-
Cl. 6.1, Table 1 - i(Silicon dioxide (SiO2) plus aluminium oxide (Al2O3) plus ironoxide (Fe2O3) - IS 1727)	-	0	-
Cl. 6.1, Table 1 - ii(Silicon dioxide (SiO2) - IS 1727)	-	0	-
Cl. 6.1, Table 1 - iv(Magnesium oxide (MgO) - IS 1727)	-	0	-
Cl. 6.1, Table 1 - v( Total sulphur as sulphur trioxide (SO3) - IS 1727)	-	0	-
Cl. 6.1, Table 1 - vi( Available alkalis as equivalent sodium oxide (Na2O) - Annex C)	-	0	-
Cl. 6.1, Table 1 - vii( Total Chlorides - IS 4032)	-	0	-
Cl. 6.1, Table 1 - viii( Loss on ignition - IS 1727)	-	0	-
Cl. 6.2(Moisture content of the fly ash when supplied in dry condition - Annex D)	-	0	-
7.2(Uniformity Requirements)	-	500	-
Cl. 6.1, Table 1 - iii(Reactive Silica - Annex B)	-	500	-
5.1&7.1, table-2 (III)(Lime Reactivity)	-	1000	-
7.1-Table 2(iii)(PHYSICAL REQUIREMENTS-Average compressive strength)	-	6000	-

19 Aug, 2027

-
Included w.e.f 16.07.2025

IS 456 (2000)

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

CONSTRUCTION WATER , Compressive Strength

7200 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.4-Table-1 (ii)-IS: 3025(P-24)(Sulphate)	-	500	0
5.4-Table-1 (i)-IS: 3025(P-18)(Organic )	-	1000	0
5.4-Table-1 (i)-IS: 3025(P-18)(In-Organic)	-	1000	0
5.4-Table-1 (iii)-IS: 3025(P-32)(Chloride)	-	500	0
5.4-Table-1 (v)-IS: 3025(P-17)(Suspended matter)	-	1000	0
5.4.2-IS: 3025(P-11)(Ph)	-	1000	0
Cl 5.4 (a)(Acidity)	-	1000	0
Cl 5.4 (b)(Alkalinity)	-	1000	0
16.1(Average Compressive Strength)	-	1000	-
16.1(Compressive Strength of Individual Samples )	-	500	-
16.1(Compressive Strength of Individual Samples )	-	500	-
16.1(Compressive Strength of Individual Samples )	-	500	-

19 Aug, 2027

-
-

IS 2721 (2003)

Galvanized steel chain link fence fabric - Specification (Second Revision)

6500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.5(Carbon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	200	-
Cl.5(Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	200	-
Cl.5(Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	200	-
Cl.5(Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	200	-
Cl.5(Silicon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	200	-
Cl.5(Aluminium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	200	-
Cl.5(Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	200	-
Cl.5(Niobium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	200	-
Cl.5(Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	200	-
Cl.8(Chain link fence fabric(Mass of zinc coating)- IS 6745)	-	200	-
Cl.8(Chain link fence fabric (Uniformity of Zinc coating)-IS 2633)	-	200	-
Cl.9.2(Line wire (Mass of zinc coating)- IS 6745)	-	200	-
Cl.9.2(Line Wire (Uniformity of Zinc coating)-IS 2633)	-	200	-
Cl.9.2(Mesh wire (Mass of zinc coating)- IS 6745)	-	200	-
Cl.9.2(Mesh Wire (Uniformity of Zinc coating)-IS 2633)	-	200	-
Cl.6.1, 6.2, Table 1(Mesh Size)	-	100	-
Cl.6.3, Table 1(Width of the fabric)	-	100	-
Cl.6.3, Table 1(Length of the fabric)	-	100	-
Cl.6.1, 6.2, Table 1(Nominal Dia of Mesh wire)	-	100	-
Cl. 7.2 and Table 1(Line Wire (Diameter))	-	100	-
Cl. 7.2 and Table 1(Line Wire (Number of wires))	-	100	-
Cl.9.1.1(Tensile test of mesh and line wires- IS 1608)	-	1200	-
Cl.9.1.2(Wrapping test of mesh and line wires-IS 1755)	-	600	-
Cl.9.1.3(Twist test of mesh and line wires-IS 1717)	-	600	-
Cl.9.1.4(Bend test of mesh and line wires- IS 1608)	-	500	-
Cl.5(Carbon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	0	-
Cl.5(Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	0	-
Cl.5(Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	0	-
Cl.5(Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	0	-
Cl.5(Silicon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	0	-
Cl.5(Aluminium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	0	-
Cl.5(Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	0	-
Cl.5(Niobium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	0	-
Cl.5(Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	0	-
Cl.8(Chain link fence fabric(Mass of zinc coating)- IS 6745)	-	0	-
Cl.8(Chain link fence fabric (Uniformity of Zinc coating)-IS 2633)	-	0	-
Cl.9.2(Line wire (Mass of zinc coating)- IS 6745)	-	0	-
Cl.9.2(Line Wire (Uniformity of Zinc coating)-IS 2633)	-	0	-
Cl.9.2(Mesh wire (Mass of zinc coating)- IS 6745)	-	0	-
Cl.9.2(Mesh Wire (Uniformity of Zinc coating)-IS 2633)	-	0	-
Cl.6.1, 6.2, Table 1(Mesh Size)	-	0	-
Cl.6.3, Table 1(Width of the fabric)	-	0	-
Cl.6.3, Table 1(Length of the fabric)	-	0	-
Cl.6.1, 6.2, Table 1(Nominal Dia of Mesh wire)	-	0	-
Cl. 7.2 and Table 1(Line Wire (Diameter))	-	0	-
Cl. 7.2 and Table 1(Line Wire (Number of wires))	-	0	-
Cl.9.1.1(Tensile test of mesh and line wires- IS 1608)	-	0	-
Cl.9.1.2(Wrapping test of mesh and line wires-IS 1755)	-	0	-
Cl.9.1.3(Twist test of mesh and line wires-IS 1717)	-	0	-
Cl.9.1.4(Bend test of mesh and line wires- IS 1608)	-	0	-
Cl.5(Titanium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	0	-
Cl.8(Chain link fence fabric (Number of dips of zinc coating))	-	0	-
Cl.8(Chain link fence fabric [Adhesion test of Zinc coating (Minimum complete turn of wrap)]- IS 4826/IS 12753)	-	0	-
Cl.8(Chain link fence fabric [Adhesion test of Zinc coating( Ratio between mandrel diameter and of wire)]-IS 4826/IS 12753)	-	0	-
Cl.9.2(Line Wire (Number of dips of zinc coating))	-	0	-
Cl.9.2(Mesh Wire (Number of dips of zinc coating))	-	0	-
Cl.9.2(Line Wire [Adhesion test of Zinc coating (Minimum complete turn of wrap)]- IS 4826/IS 12753)	-	0	-
Cl.9.2(Line Wire [Adhesion test of Zinc coating( Ratio between mandrel diameter and of wire)]-IS 4826/IS 12753)	-	0	-
Cl.9.2(Mesh Wire [Adhesion test of Zinc coating (Minimum complete turn of wrap)]- IS 4826/IS 12753)	-	0	-
Cl.9.2(Mesh Wire [Adhesion test of Zinc coating( Ratio between mandrel diameter and of wire)]-IS 4826/IS 12753)	-	0	-

19 Aug, 2027

-
Included w.e.f 06.06.2025

IS 278 (2009)

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

Type- Type A and Type B / Size 1 to 6

4200 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
12.2.1(Mass of zinc coating (line wire))	-	500	-
12.2.2(Mass of zinc coating (point wire))	-	500	-
4(Type A/Type B)	-	200	-
5 Table-1(Sizes Diameter of Line wire)	-	200	-
5 Table-1(Sizes Diamater of Point wire)	-	200	-
5 Table-1(Sizes Mass of Completed barbed wire)	-	200	-
5 Table-1(Sizes Distance between two barbs)	-	200	-
9.1(Freedom from defects)	-	200	-
12.1(Tensile Strength)	-	900	-
12.1(Breaking load)	-	500	-
12.3(Ductility)	-	500	-
5 Table-1(Sizes No. of Lays between the two consequtive barbs)	-	200	-
12.2(Uniformity of zinc coating)	-	200	-
Cl. 7.2(Cut Angle)	-	200	-
Cl. 7.2(Length of Barbs)	-	200	-
Cl. 7.2(Finishing of Barbs)	-	200	-
Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Silicon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	200	-
Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	200	-
Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	200	-
Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	200	-
Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Carbon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	200	-
Cl. 7.1(General)	-	200	-
12.2.1(Mass of zinc coating (line wire))	-	0	-
12.2.2(Mass of zinc coating (point wire))	-	0	-
4(Type A/Type B)	-	0	-
5 Table-1(Sizes Diameter of Line wire)	-	0	-
5 Table-1(Sizes Diamater of Point wire)	-	0	-
5 Table-1(Sizes Mass of Completed barbed wire)	-	0	-
5 Table-1(Sizes Distance between two barbs)	-	0	-
9.1(Freedom from defects)	-	0	-
12.1(Tensile Strength)	-	0	-
12.1(Breaking load)	-	0	-
12.3(Ductility)	-	0	-
5 Table-1(Sizes No. of Lays between the two consequtive barbs)	-	0	-
12.2(Uniformity of zinc coating)	-	0	-
Cl. 7.2(Cut Angle)	-	0	-
Cl. 7.2(Length of Barbs)	-	0	-
Cl. 7.2(Finishing of Barbs)	-	0	-
Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Silicon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	0	-
Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	0	-
Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	0	-
Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	0	-
Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Carbon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	0	-
Cl. 7.1(General)	-	0	-
9.2(Freedom from defects)	-	0	-
9.2(Freedom from defects)	-	0	-
9.2(Freedom from defects)	-	0	-
12.2.1(Mass of zinc coating (line wire))	-	0	-
12.2.2(Mass of zinc coating (point wire))	-	0	-
4(Type A/Type B)	-	0	-
5 Table-1(Sizes Diameter of Line wire)	-	0	-
5 Table-1(Sizes Diamater of Point wire)	-	0	-
5 Table-1(Sizes Mass of Completed barbed wire)	-	0	-
5 Table-1(Sizes Distance between two barbs)	-	0	-
9.1(Freedom from defects)	-	0	-
12.1(Tensile Strength)	-	0	-
12.1(Breaking load)	-	0	-
12.3(Ductility)	-	0	-
5 Table-1(Sizes No. of Lays between the two consequtive barbs)	-	0	-
12.2(Uniformity of zinc coating)	-	0	-
Cl. 7.2(Cut Angle)	-	0	-
Cl. 7.2(Length of Barbs)	-	0	-
Cl. 7.2(Finishing of Barbs)	-	0	-
Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Silicon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	0	-
Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	0	-
Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	0	-
Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	0	-
Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Carbon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	0	-
Cl. 7.1(General)	-	0	-
9.2(Freedom from defects)	-	0	-
9.2(Freedom from defects)	-	0	-
9.2(Freedom from defects)	-	0	-
8(CHROMATING)	-	0	-

19 Aug, 2027

-
Included w.e.f 19.05.2025

IS 4984 (2016)

Polyethylene pipes for water supply - Specification (Fifth Revision)

PE 63 ,80,100 , size DIN 16 mm to 315 mm

25000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.10(Slow Crack Growth Rate)	-	2000	-
8.9 table-6(Elongation at Break)	-	500	-
8.8(Tensile Strength for Butt-fusion)	-	1000	-
8.7(Density)	-	500	-
8.4( Melt Flow Rate)	-	1000	-
8.2(Longitudinal Reversion Test)	-	1000	-
8.1.2 table -5(Internal Pressure Creep Rupture Test of Pipe Joints)	-	2000	-
8,/8.1/8.1.1 table-5(PERFORMANCE REQUIREMENTS / Hydraulic Characteristics/ Internal Pressure Creep Rupture Test of Pipe)	-	9500	-
7.4 table -3 & 4(6.1 Dimensions)	-	200	-
7.2(Length)	-	200	-
6.2.1(6.1.1 Identification Stripes)	-	200	-
6.2(Colour)	-	100	-
8.6(Overall migration)	-	2200	-
Clause 8.3(Carbon Black Dispersion)	-	500	-
Clause 7.1(Visual Apperance)	-	100	-
Clause 8.3(Carbon Black content)	-	1500	-
6.1.4(PIPE DESCRIPTION)	-	0	-
6.1.3 (PIPE DESCRIPTION)	-	0	-
6, 6.1.1(PIPE DESCRIPTION)	-	0	-
5.3(e)(Carbon Black Master Batch)	-	0	-
5.3(d)(Carbon Black Master Batch)	-	0	-
5.2(Polyethylene Resin)	-	0	-
5.3 (a)(Carbon Black Master Batch)	-	0	-
5.3(c)(Carbon Black Master Batch)	-	0	-
8.10(Slow Crack Growth Rate)	-	0	-
Clause 8.3(Carbon Black Dispersion)	-	0	-
Clause 7.1(Visual Apperance)	-	0	-
Clause 8.3(Carbon Black content)	-	0	-
8.5 (Oxidation Induction Time)	-	2500	-
8.10(Slow Crack Growth Rate)	-	0	-
Clause 8.3(Carbon Black Dispersion)	-	0	-
Clause 7.1(Visual Apperance)	-	0	-
Clause 8.3(Carbon Black content)	-	0	-

19 Aug, 2027

-
Included w.e.f 16.07.2025 Exclusion: Cl 5.2 (Volatile matter Content), Cl 5.3 (Toluene Extract), Cl 5.4 (Anti oxydent)

IS 1786 (2008)

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

Grade- Fe 415, Fe 415D, Fe 415S, Fe 500, Fe 500D, Fe 500S, Fe 550, Fe 550D, Fe 600 / Size- 8 mm, 10 mm, 12 mm, 16 mm, 20 mm, 25 mm, 28 mm, 32 mm, 36 mm, 40 mm

7750 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 4.3(Visual Inspection.)	-	100	-
5.7(PullOut (Bond Test))	-	1500	-
Cl. 5.2(Surface Characteristics)	-	100	-
Cl. 6.1(Nominal Size)	-	50	-
Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A)	-	50	-
Clause 6.3(Effective Cross-sectional Area)	-	50	-
Cl 8.1(UTM)	-	1500	-
Cl. 9.3, Table 4(Bend Test )	-	250	-
Cl.9.4 & Cl. 9.4.1(Rebend test)	-	250	-
4.1(Carbon %)	-	100	-
4.1(Sulphur %)	-	100	-
4.1(Phosphorus %)	-	100	-
4.1(CE)	-	100	-
4.1(Manganese %)	-	100	-
4.1(Cr)	-	100	-
4.1(Mo)	-	100	-
4.1(V)	-	100	-
4.1(Ni)	-	100	-
4.1( Copper %)	-	100	-
4.1( Aluminium %)	-	100	-
4.1( Nb)	-	100	-
4.2(Boron (B))	-	100	-
4.1( Ti)	-	100	-
4.1( Nitrogen%)	-	100	-
4.1(Sulphur and phosphorous)	-	100	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON )	-	100	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR)	-	100	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 PHOSPHURS)	-	100	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON +EQUIVELENT )	-	100	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR+PHOSPHUR)	-	100	-
4.1(Silicon %)	-	100	-
Cl. 5.7(Average compressive strength of cubes at 28 days)	-	200	-
Cl. 5.7(Bond Strength at 0.25 mm slip)	-	100	-
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(Elongation, percentage)	-	150	-
Cl. 8.1 Table 3(TS/YS ratio)	-	100	-
Cl. 8.1 Table 3(Tensile Strength (TS))	-	200	-
Cl. 8.1 Table 3(Yield Stress (YS))	-	200	-
8.18.1 Table 3(Total elongation at maximum force)	-	150	-
Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs)	-	100	-
Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs)	-	100	-
Cl 6.1(Length, Width & Thickness)	-	50	-
Cl 7.2(Weight)	-	50	-
Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar))	-	150	-
Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), )	-	150	-
Cl. 4.3(Visual Inspection.)	-	0	-
5.7(PullOut (Bond Test))	-	0	-
Cl. 5.2(Surface Characteristics)	-	0	-
Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A)	-	0	-
Clause 6.3(Effective Cross-sectional Area)	-	0	-
Cl 8.1(UTM)	-	0	-
4.2(Boron (B))	-	0	-
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	-
8.18.1 Table 3(Total elongation at maximum force)	-	0	-
Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs)	-	0	-
Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs)	-	0	-
Cl. 4.3(Visual Inspection.)	-	0	-
5.7(PullOut (Bond Test))	-	0	-
Cl. 5.2(Surface Characteristics)	-	0	-
Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A)	-	0	-
Clause 6.3(Effective Cross-sectional Area)	-	0	-
Cl 8.1(UTM)	-	0	-
4.2(Boron (B))	-	0	-
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	-
8.18.1 Table 3(Total elongation at maximum force)	-	0	-
Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs)	-	0	-
Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs)	-	0	-

19 Aug, 2027

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Included w.e.f 24.04.2025

IS 383 (2016)

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

Aggregate- 10,12.5,16,20,40 Sand i ii iii iv

12000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate ))	-	100
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate ))	-	1200
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate))	-	100
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate))	-	100
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	300
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	200
5.4.2(a)( Aggregates Impact Value)	-	200
5.4.3(a)( Aggregate Abrasion Value)	-	200
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	500
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	500
5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate))	-	700
5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate))	-	700
5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate))	-	300
5.6(Alkali Agregate Reaction )	-	900
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate ))	-	100
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate))	-	250
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate ))	-	100
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate))	-	200
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate))	-	300
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate))	-	200
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate))	-	200
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate))	-	200
7.2(Bulking Of Fine Aggregate)	-	150
7.2(Bulk Density loose)	-	100
7.2(Bulk Density Rodded)	-	100
7.2(Bulk Density Rodded)	-	100
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	100
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	100
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	100
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	100
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	100
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve )	-	100
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	100
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	100
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	100
6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve)	-	100
6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve)	-	100
6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve)	-	100
6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve)	-	100
6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve)	-	100
6.2-Table 7(vi)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 12.5 mm sieve)	-	100
6.2-Table 7(vii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 10 mm sieve)	-	100
6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve)	-	100
6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve)	-	100
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve )	-	100
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve )	-	100
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve )	-	100
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve )	-	100
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve )	-	100
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve )	-	100
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve )	-	100
5.3(Flakiness Index)	-	250
5.3(Elongation Index)	-	250
7.2(Moisture Content)	-	100
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate))	-	100
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate))	-	100
5.5(Soundness By Magnesium Sulphate)	-	500
5.4.3(b)( Aggregate Abrasion Value)	-	200
5.5(Soundness By Magnesium Sulphate)	-	500

19 Aug, 2027

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-

IS 15658 (2021)

Concrete Paving Blocks - Specification ( First Revision )

M30 TO M50

8500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clauses 7.1.2 & 9.1.2 (Visual Inspection)	-	100	0
Clause 7.1.3 (Colour and Texture)	-	100	0
Clause 6.3 (Bonding and Delamination between the layers of paver blocks)	-	100	0
Clause 7.2, Table No. 2, SI No. (i) (Width, W)	-	250	0
Clause 7.2, Table No. 2, SI No. (i) (Indivdual Width, W)	-	250	0
Clause 7.2, Table No. 2, SI No. (ii) (Length, L)	-	250	0
Clause 7.2, Table No. 2, SI No. (ii) (Indivdual Length, L)	-	250	0
Clause 7.2, Table No. 2, SI No. (iii) (Thickness, Th)	-	250	0
Clause 7.2, Table No. 2, SI No. (iii) (Indivdual Thickness, Th)	-	250	0
Clause 7.2, Table No. 2, SI No. (iv) (Aspect Ratio, L/Th)	-	150	0
Clause 7.2, Table No. 2, SI No. (iv) (Indivdual Aspect Ratio, L/Th)	-	150	0
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width)	-	150	0
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width)	-	150	0
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer)	-	100	0
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer)	-	100	0
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp))	-	200	0
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp))	-	200	0
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp))	-	200	0
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp))	-	150	00
Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness)	-	100	0
Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption)	-	500	0
Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens))	-	500	0
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i))	-	1000	0
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens))	-	1000	0
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance )	-	1000	0
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens))	-	800	0
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance )	-	800	0
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens))	-	750	0
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i))	-	1500	0
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength )	-	1500	0
Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i))	-	1200	0
Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength )	-	1200	0
Clause 7.3, Annex F(Individual Failure Load per unit Length)	-	1500	0
Clause 7.3, Annex F(Average Failure Load per unit Length)	-	1200	0
Clause 7.3, Annex G(Individual Breaking Load)	-	1100	0
Clause 7.3, Annex G(Average Breaking Load)	-	1100	0

19 Aug, 2027

-
-

IS 15658 (2006)

Precast concrete blocks for paving - Specification

Precast Concrete Paving Blocks

8350 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.2.1 & 7.1(VISUAL INSPECTION)	-	100	-
6.1.2(Physical requirement)	-	100	-
6.1.3(Physical requirement)	-	100	-
6.1.4(Physical requirement)	-	100	-
B-1.3.1(MEAN INDIVIDUAL WIDTH (of all eight test specimens), W)	-	100	-
B-5(AVERAGE WIDTH (Average for eight test specimens), W)	-	100	-
B-1.3.1(MEAN INDIVIDUAL LENGTH (of all eight test specimens), L)	-	100	-
B-5(AVERAGE LENGTH (Average for eight test specimens), L)	-	100	-
B-1.3.2(MEAN INDIVIDUAL THICKNESS (of all eight test specimens), T)	-	200	-
B-5(AVERAGE THICKNESS (Average for eight test specimens), T)	-	100	-
B-1.3.3(INDIVIDUAL ASPECT RATIO (L/T) (of all eight test specimens))	-	100	-
B-5(AVERAGE ASPECT RATIO (L/T) (for eight test specimens))	-	100	-
B-2.3(INDIVIDUAL ARRIS/CHAMFER (of all eight test specimens))	-	100	-
B-5(AVERAGE ARRIS/CHAMFER (for eight test specimens))	-	100	-
B-5(INDIVIDUAL PLAN AREA, ASP (of all eight test specimens) )	-	100	-
B-5(AVERAGE PLAN AREA, ASP (for eight test specimens))	-	100	-
B-5(INDIVIDUAL WEARING FACE AREA, Asw (of all eight test specimens))	-	100	-
B-5(AVERAGE WEARING FACE AREA, Asw (for eight test specimens))	-	100	-
6.2.3(THICKNESS OF WEARING LAYER, if the sample is Double Layered (for eight test specimens))	-	100	-
6.2.4(WATER ABSORPTION TEST (Average for three test specimens))	-	500	-
6.2.5(AVERAGE COMPRESSIVE STRENGTH (Average for eight test specimens) )	-	1000	-
6.2.5.1(INDIVIDUAL COMPRESSIVE STRENGTH (Individual strength of eight test specimen))	-	500	-
6.2.6(ABRASION RESISTANCE, Dry Condition (For all eight test specimens))	-	1250	-
6.2.6(ABRASION RESISTANCE, Wet Condition (For all eight test specimens))	-	1150	-
6.2.7(INDIVIDUAL TENSILE SPLITTING STRENGTH (Individual strength of eight test specimen ))	-	500	-
6.2.7(AVERAGE TENSILE SPLITTING STRENGTH (for eight test specimen ))	-	500	-
Annex G-7(INDIVIDUAL FAILURE LOAD/UNIT LENGTH (Individual Failure Load of eight test specimen ))	-	200	-
6.2.8(INDIVIDUAL FLEXURAL STRENGTH (Individual strength of eight test specimen ))	-	750	-
6.2.8(AVERAGE FLEXURAL STRENGTH (Average strength of eight test specimen ))	-	1000	-
Annex-G-7(INDIVIDUAL BREAKING LOAD (Individual Load of eight test specimen ))	-	250	-
Annex-G-7(AVERAGE BREAKING LOAD)	-	250	-
6.2.4, Table 4(Water Absorption)	-	250	-

19 Aug, 2027

-
-

IS 1237 (2012)

Cement Concrete Flooring Tiles - Specification

Cement Concrete Flooring Tiles

6000 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	-
Cl 11(Suface Finish)	-	500	-
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.)	-	500	-
Cl 12.4(Shall not exceed 1 percent of the length of the edge.)	-	500	-
Cl 12.5(Water absorption)	-	500	-
Cl 12.6(Wet transverse strength )	-	1000	-
Cl 12.7(Resistance to wear)	-	2500	-
Cl 12.2(Concavity & Convexity )	-	500	-

19 Aug, 2027

-
-

IS 303 (1989)

Plywood for General Purposes -

General Purpose Plywood

6000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8(Dimensions & Tolerances - Edge Straightness - Annexure C)	-	250	-
8(Dimensions & Tolerances - Squareness - Annexure C)	-	250	-
8(Dimensions & Tolerances - Thickness - Cl. 8)	-	250	-
8(Dimensions & Tolerances - Width - Cl. 8)	-	250	-
8(Dimensions & Tolerances - Length - Cl. 8)	-	250	-
11.2.1(Glue Adhesion - Water resistance test - 11.2.1.1 [for MR Grade])	-	1000	-
11.2.1(Glue Adhesion - Water resistance test - 11.2.1.1 [for BWR Grade])	-	1000	-
11.2.2(Glue Adhesion - Mycological test - 11.2.2, Part 7 of IS 1734 [for MR Garde only])	-	1000	-
11.3(Moisture Content - Part 1 of IS 1734)	-	1000	-
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual)	-	500	-
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average)	-	500	-
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual)	-	500	-
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average)	-	500	-
11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual)	-	500	-
11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average)	-	500	-
11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	500	-
11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	500	-

19 Aug, 2027

-
-

IS 1489 (Part 1) (2015)

Portland pozzolana cement - Specification: Part 1 fly Ash Based

PPC

9450 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)
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- i(Fineness 4031 Part 2)	-	500
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	500
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	500
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1500
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	500
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	500
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	500
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	500
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	500
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	500
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	500

19 Aug, 2027

-
-

IS 269 (2015)

Ordinary portland cement - Specification (Sixth Revision)

33 Grade 43 Grade 53 Grade 53 S Grade

9450 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)
7 Table-3 iii a(Setting Time Initial)	-	500
7 Table-3 iii b(Setting Time Final)	-	500
7 Table-3 i.(Fineness)	-	500
7 Table-3 ii a(Expansion by Le Chatelier)	-	500
7 Table-3 ii b(Expansion by Autoclave)	-	500
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1000
6.1 Table-2 vi(Loss on ignition)	-	500
6.1 Table-2 i.(Ratio of percentage of lime to percentage of silica, alumina and iron oxide)	-	500
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide)	-	500
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride)	-	500
6.1 Table-2 iv(Magnesia)	-	500
6 - Table - 1 viii(Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	500
6.1 Table-2 iii.(Insoluble residue)	-	500

19 Aug, 2027

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-

Bureau of Indian Standards

The National Standards Body of India

KRISHNA DIGITAL MATERIAL TESTING LABORATORY LLP, BHOPAL

02, Bhawani Nagar JK Road Bhopal, Bhopal, Bhopal, Madhya Pradesh, 462021

9425813624 krishnalab12@gmail.com

Scope List