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

Scope List

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3 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

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
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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	-

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included w.e.f 17.03.2026

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
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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 (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	-

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-

IS 456 (2000)

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

3000 View breakup
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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	-

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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