BIS - LIMS (Laboratory Information Management System)

QA TESTING LABORATORIES PRIVATE LIMITED, NOIDA

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

8750096307 qm@qatestinglaboratories.com

Scope List

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7 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

IS 1161 (2014)

Steel tubes for structural purposes - Specification (Fifth Revision)

Y St 210, Y St 240, Y St 310 , Y St 355

5200 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause - 5.1, Table-3( CARBON)	-	500	Testing facility available
Clause - 5.1, Table-3(MANGANESE)	-	500	Testing facility available
Clause - 5.1, Table-3(SULPHUR)	-	500	Testing facility available
Clause - 5.1, Table-3(PHOSPHURS)	-	500	Testing facility available
Cl 11.3.1(Cold bend test (upto & including 50 mm NB))	-	500	Testing facility available
3.1 & 6.1, 6.1.1 & 6.1.3 , Table 1(Outer Diameter - SOP MT-23)	-	500	Testing facility available
3.1 & 6.1, 6.1.1 & 6.1.3 , Table 1(Thickness - SOP MT-23)	-	500	Testing facility available
3.1 & 6.1, 6.1.1 & 6.1.3 , Table 1(Mass - SOP MT-23)	-	500	Testing facility available
Cl. 11.2 Table 2(Yield strength)	-	600	Testing facility available
Cl. 11.2 Table 2(Elongation)	-	600	Testing facility available
Cl 11.3.1(Cold bend test (upto & including 50 mm NB))	-	500	-
3.1 & 6.1, 6.1.1 & 6.1.3 , Table 1(Outer Diameter - SOP MT-23)	-	500	-
3.1 & 6.1, 6.1.1 & 6.1.3 , Table 1(Thickness - SOP MT-23)	-	500	-
3.1 & 6.1, 6.1.1 & 6.1.3 , Table 1(Mass - SOP MT-23)	-	500	-
Cl. 11.2 Table 2(Yield strength)	-	500	-
Cl. 11.2 Table 2(Elongation)	-	500	-
Cl 11.3.1(Cold bend test (upto & including 50 mm NB))	-	500	-
3.1 & 6.1, 6.1.1 & 6.1.3 , Table 1(Outer Diameter - SOP MT-23)	-	500	-
3.1 & 6.1, 6.1.1 & 6.1.3 , Table 1(Thickness - SOP MT-23)	-	500	-
3.1 & 6.1, 6.1.1 & 6.1.3 , Table 1(Mass - SOP MT-23)	-	500	-
Cl. 11.2 Table 2(Yield strength)	-	500	-
Cl. 11.2 Table 2(Elongation)	-	500	-

05 Apr, 2028

-
Included w.e.f. 18.08.2025

IS 15658 (2021)

Concrete Paving Blocks - Specification ( First Revision )

6500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength )	-	200	Testing facility available
Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i))	-	300	Testing facility available
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength )	-	300	Testing facility available
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i))	-	300	Testing facility available
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens))	-	300	Testing facility available
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance )	-	300	Testing facility available
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens))	-	300	Testing facility available
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance )	-	300	Testing facility available
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens))	-	300	Testing facility available
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i))	-	300	Testing facility available
Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens))	-	300	Testing facility available
Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness)	-	300	Testing facility available
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp))	-	300	Testing facility available
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp))	-	300	Testing facility available
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp))	-	300	Testing facility available
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer)	-	300	Testing facility available
Clause 7.2, Table No. 2, SI No. (iii) (Thickness, Th)	-	300	Testing facility available
Clause 7.2, Table No. 2, SI No. (ii) (Length, L)	-	300	Testing facility available
Clause 7.2, Table No. 2, SI No. (i) (Width, W)	-	300	Testing facility available
Clause 7.2, Table No. 2, SI No. (iv) (Aspect Ratio, L/Th)	-	300	Testing facility available
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth)	-	300	Testing facility available
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width)	-	300	Testing facility available
Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength )	-	300	Testing facility available
Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i))	-	300	Testing facility available
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength )	-	300	Testing facility available
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i))	-	300	Testing facility available
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens))	-	300	Testing facility available
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance )	-	300	Testing facility available
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens))	-	300	Testing facility available
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance )	-	300	Testing facility available
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens))	-	300	Testing facility available
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i))	-	300	Testing facility available
Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens))	-	300	Testing facility available
Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness)	-	300	Testing facility available
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp))	-	300	Testing facility available
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp))	-	300	Testing facility available
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp))	-	300	Testing facility available
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer)	-	300	Testing facility available
Clause 7.2, Table No. 2, SI No. (iii) (Thickness, Th)	-	300	Testing facility available
Clause 7.2, Table No. 2, SI No. (ii) (Length, L)	-	300	Testing facility available
Clause 7.2, Table No. 2, SI No. (i) (Width, W)	-	300	Testing facility available
Clause 7.2, Table No. 2, SI No. (iv) (Aspect Ratio, L/Th)	-	300	Testing facility available
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth)	-	300	Testing facility available
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width)	-	300	Testing facility available
5.4(Coarse and Fine Aggregates)	-	300	Testing facility available
Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength )	-	300	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i))	-	300	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength )	-	300	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i))	-	300	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens))	-	300	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance )	-	300	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens))	-	300	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance )	-	300	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens))	-	300	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i))	-	300	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens))	-	300	-
Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness)	-	300	-
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp))	-	300	-
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp))	-	300	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp))	-	300	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer)	-	300	-
Clause 7.2, Table No. 2, SI No. (iii) (Thickness, Th)	-	300	-
Clause 7.2, Table No. 2, SI No. (ii) (Length, L)	-	300	-
Clause 7.2, Table No. 2, SI No. (i) (Width, W)	-	300	-
Clause 7.2, Table No. 2, SI No. (iv) (Aspect Ratio, L/Th)	-	300	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth)	-	300	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width)	-	300	-
5.4(Coarse and Fine Aggregates)	-	300	.

05 Apr, 2028

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Included w.e.f 04.07.2025 Except freeze thaw durability

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	-

05 Apr, 2028

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-

IS 456 (2000)

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

1800 View breakup
-

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	-

05 Apr, 2028

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Water for construction purpose

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	-

05 Apr, 2028

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-

IS 269 (2015)

Ordinary portland cement - Specification (Sixth Revision)

OPC-33,OPC-43,OPC-53

7700 View breakup
-

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	-

05 Apr, 2028

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-

IS 4984 (2016)

Polyethylene pipes for water supply - Specification (Fifth Revision)

PE 63,PE 80,PE 100

8500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.9 table-6(Elongation at Break)	-	600	Facility Available
8.4( Melt Flow Rate)	-	500	Facility Available
Cl 8.3(Carbon Black Content)	-	500	Facility Available
Cl 8.3(Carbon Black Dispersion)	-	600	Facility Available
8.2(Longitudinal Reversion Test)	-	600	Facility Available
7.1(Visual Appearance)	-	500	Facility Available
Clause 8.6(Overall migration (surface of material))	-	500	Facility Available
8.1.2 table -5(Internal Pressure Creep Rupture Test of Pipe Joints)	-	600	Facility Available
8.5 (Oxidation Induction Time)	-	600	Facility Available
6.2.1(6.1.1 Identification Stripes)	-	500	Facility Available
Clause 7.1(Visual Apperance)	-	400	Facility Available
Cl. 8.3(Carbon Black Content)	-	300	Facility Available
Cl. 8.3(Carbon Black Dispersion)	-	300	Facility Available
Clause 8.6(Overall migration (stimulate))	-	500	Facility Available
8.6(Overall migration)	-	500	Facility Available
Clause 8.3(Carbon Black Dispersion)	-	500	Facility Available
Clause 8.3(Carbon Black content)	-	500	Facility Available
Cl 8.3(Carbon Black Content)	-	500	-
Cl 8.3(Carbon Black Dispersion)	-	500	-
7.1(Visual Appearance)	-	500	-
Clause 8.6(Overall migration (surface of material))	-	400	-
Clause 7.1(Visual Apperance)	-	400	-
Cl. 8.3(Carbon Black Content)	-	400	-
Cl. 8.3(Carbon Black Dispersion)	-	400	-
Clause 8.6(Overall migration (stimulate))	-	400	-
Clause 8.3(Carbon Black Dispersion)	-	400	-
Clause 8.3(Carbon Black content)	-	400	-
Cl 8.3(Carbon Black Content)	-	500	-
Cl 8.3(Carbon Black Dispersion)	-	500	-
7.1(Visual Appearance)	-	500	-
Clause 8.6(Overall migration (surface of material))	-	500	-
Clause 7.1(Visual Apperance)	-	500	-
Cl. 8.3(Carbon Black Content)	-	500	-
Cl. 8.3(Carbon Black Dispersion)	-	500	-
Clause 8.6(Overall migration (stimulate))	-	500	-
Clause 8.3(Carbon Black Dispersion)	-	500	-
Clause 8.3(Carbon Black content)	-	500	-

05 Apr, 2028

-
Included w.e.f.05.05.2025 8.8 (Tensile Strength for Butt-fusion) 7.3 (Coiling)

Bureau of Indian Standards

The National Standards Body of India

QA TESTING LABORATORIES PRIVATE LIMITED, NOIDA

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

8750096307 qm@qatestinglaboratories.com

Scope List