BIS - LIMS (Laboratory Information Management System)

QA TESTING LABORATORIES PRIVATE LIMITED

B-76 ,SECTOR- 64 , NOIDA, NOIDA, Gautam Buddha Nagar, Uttar Pradesh, 201301

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Scope List

Reset

4 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 383 (2016)

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

9300 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	1000	-
5.4.2(a)( Aggregates Impact Value)	-	500	-
6.1-Table 7(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Nominal Size of aggregate)	-	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-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate))	-	500	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate))	-	500	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate))	-	500	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate))	-	400	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate ))	-	500	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate ))	-	500	-
6.3-Table 9(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Grading Zone)	-	600	-
5.3(Flakiness & Elongation)	-	300	-
5.4.3(a)( Aggregate Abrasion Value)	-	500	-
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	300	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate))	-	300	-
5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate))	-	300	-
5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate))	-	500	-
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate))	-	300	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate))	-	300	-

Complete

05 Apr, 2025

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IS 456 (2000)

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

1800 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.4-Table-1 (i)-IS: 3025(P-18)(Organic )	-	300	-
5.4-Table-1 (i)-IS: 3025(P-18)(In-Organic)	-	300	-
5.4.2-IS: 3025(P-11)(Ph)	-	100	-
5.4-Table-1 (ii)-IS: 3025(P-24)(Sulphate)	-	300	-
5.4-Table-1 (v)-IS: 3025(P-17)(Suspended matter)	-	300	-
5.4-(b)-IS: 3025 (P-23)(Volume of 0.02 N H2SO4 to neutralized 100 ml of water using mixed indicator)	-	100	-
5.4-Table-1 (iv)-IS: 3025(P-32)(Chloride)	-	150	-
5.4-(a)-IS: 3025 (P-22)(Volume of 0.02 N NaOH to neutralized 100 ml of water using phenolphthalein indicator)	-	100	-
5.4-Table-1 (iii)-IS: 3025(P-32)(Chloride)	-	150	-

Complete

05 Apr, 2025

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IS 1786 (2008)

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

Fe 500 ,Fe 500D,Fe550,Fe550D

8800 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
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)	-	500	-
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)	-	500	-
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)	-	500	-
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)	-	500	-
Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D)(Carbon Equivalent)	-	300	-
Cl 6.1(Length, Width & Thickness)	-	500	-
Cl. 8.1 Table 3(Tensile Strength (TS))	-	1000	-
Cl. 8.1 Table 3(Elongation, percentage)	-	600	-
Cl. 8.1 Table 3(Yield Stress (YS))	-	500	-
Cl.9.4 & Cl. 9.4.1(Rebend test)	-	500	-
Cl. 9.3, Table 4(Bend Test )	-	500	-
Cl. 8.1 Table 3(TS/YS Ratio)	-	500	-
Cl. 7.2 Table -2 (Nominal Mass)	-	500	-
Cl 5(Deformations and Surface Characteristics)	-	400	-
5.7(PullOut (Bond Test))	-	1000	-
8.18.1 Table 3(Total elongation at maximum force)	-	500	-

Complete

05 Apr, 2025

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IS 269 (2015)

Ordinary portland cement - Specification (Sixth Revision)

OPC-33,OPC-43,OPC-53

7700 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	500	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 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 iii a(Setting Time Initial)	-	500	-
7 Table-3 iii b(Setting Time Final)	-	500	-
7 Table-3 ii b(Expansion by Autoclave)	-	500	-
7 Table-3 ii a(Expansion by Le Chatelier)	-	500	-
7 Table-3 i.(Fineness)	-	500	-
6.1 Table-2 viii(Alkali content)	-	300	-
6 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	300	-
6 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	500	-
6.1 Table-2 vii(Chloride content)	-	300	-
6.1 Table-2 vi(Loss on ignition)	-	300	-
6.1 Table-2 iv(Magnesia)	-	300	-
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide)	-	300	-
6.1 Table-2 i.(Ratio of percentage of lime to percentage of silica, alumina and iron oxide)	-	300	-
7 Table-3 v(Transverse Strength - IS 4031 Part 8 (Optional))	-	1100	-

Complete

05 Apr, 2025

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Bureau of Indian Standards

The National Standards Body of India

QA TESTING LABORATORIES PRIVATE LIMITED

B-76 ,SECTOR- 64 , NOIDA, NOIDA, Gautam Buddha Nagar, Uttar Pradesh, 201301

8750096307 qm@qatestinglaboratories.com

Scope List