BIS - LIMS (Laboratory Information Management System)

National Soil Testing and Research Laboratories

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

9872010622 nationallab2014@gmail.com

Scope List

Reset

2 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Exclusion

Testing Charges (Excl. Of Taxes)

Facility Type

Effective Date

Validity Date

Remark

IS 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	-

Complete

28 Nov, 2027

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

IS 15658 (2021)

Concrete Paving Blocks - Specification ( First Revision )

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

15000 View breakup
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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 )	-	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 )	-	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)	-	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	-

Complete

28 Nov, 2027

-
Excluded: Cl. 7.3 & 9.1.4, Table 3, SI No. (vi) (Freeze Thaw durability test)

Bureau of Indian Standards

The National Standards Body of India

National Soil Testing and Research Laboratories

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

9872010622 nationallab2014@gmail.com

Scope List