BIS - LIMS (Laboratory Information Management System)

SHIVA TEST HOUSE PRIVATE LIMITED

Plot No. 10, Khasra No. 211, Saipuram Colony, Morti, Ghaziabad, Ghaziabad, Uttar Pradesh, 201017

9548459893 shivatesthousepvtltd@gmail.com

Scope List

Reset

6 Results

S.No.

Indian Standard No.

Product

Exclusion

Testing Charges (Excl. Of Taxes)

Facility Type

Effective Date

Validity Date

Remark

IS 5820 (1970)

Specification for precast concrete cable covers

12000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4-Table 1(Dimensions-Class)	-	1000	-
4-Table 1(Dimensions-Type no.)	-	1000	-
4-Table 1(Dimensions-Shape)	-	1000	-
4-Table 1(Dimensions-L)	-	1000	-
4-Table 1(Dimensions-W)	-	1000	-
4-Table 1(Dimensions-T)	-	1000	-
4-Table 1(Dimensions-T')	-	1000	-
6(FINISH)	-	1000	-
8.2(mpact Strength)	-	4000	-
2.2.1(Size of aggregates)	-	4000	-

Complete

11 Apr, 2027

IS 13801 (2013)

Chequered Cement Concrete Tiles -

12000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
(Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.)	-	1000	-
Cl 12.1(Concavity & Convexity )	-	1000	-
Cl 12.2(Longest gap between the arms of the square and the edge of the title shall not exceed 2 percent of the length.)	-	1000	-
Cl 12.3(Shall not exceed 1 percent of the length of the edge.)	-	1000	-
Cl 12.4(Water absorption)	-	3000	-
Cl 12.5(Wet transverse strength)	-	3000	-
Cl 12.6(Resistance to wear)	-	3000	-
Cl 11(Finish)	-	0	-
Annex G3.1(Aluminium oxide content)	-	3000	-

Complete

11 Apr, 2027

IS 12592 (2002)

Precast concrete manhole cover and frame - Specification (First Revision)

12000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.2 and Table 1(Dimensions of Frame - A)	-	1000	-
5.2 and Table 1(Dimensions of Frame - B)	-	1000	-
5.2 and Table 1(Dimensions of Frame - C)	-	1000	-
5.2 and Table 1(Dimensions of Frame - D)	-	1000	-
5.2 and Table 1(Dimensions of Frame - E)	-	1000	-
5.2 and Table 1(Dimensions of Frame - F)	-	1000	-
8(LIFTING HOOKS)	-	1000	-
5.2(Dimensions of cover- Diameter)	-	1000	-
9.1(General)	-	0	-
9.3 and Table and Annex C(Load Test)	-	5000	-

Complete

11 Apr, 2027

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-(a)-IS: 3025 (P-22)(Volume of 0.02 N NaOH to neutralized 100 ml of water using phenolphthalein indicator)	-	500	-
5.4-(b)-IS: 3025 (P-23)(Volume of 0.02 N H2SO4 to neutralized 100 ml of water using mixed indicator)	-	500	-
Cl 5.4 Table 1 (i)(Organic Solids)	-	500	-
Cl 5.4 Table 1 (ii)(Inorganic Solids)	-	500	-
Cl 5.4 Table 1 (iii)(Sulphate)	-	500	-
Cl 5.4 Table 1 (iv)(Chloride)	-	500	-
Cl 5.4 Table 1 (v)(Suspended Matter)	-	500	-
Cl 5.4 .2(pH)	-	500	-
16.1(Compressive Strength of Individual Samples )	-	2000	-
16.1(Average Compressive Strength)	-	2000	-

Complete

11 Apr, 2027

IS 383 (2016)

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

10000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 5.1(General)	-	500	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate ))	-	500	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate ))	-	500	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate))	-	500	-
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate))	-	500	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate))	-	2000	-
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	1000	-
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	2000	-
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	1500	-
5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	1500	-
5.4.2(a)( Aggregates Impact Value)	-	1000	-
5.4.2(b)( Aggregates Impact Value)	-	1000	-
5.4.3(a)( Aggregate Abrasion Value)	-	1500	-
5.4.3(b)( Aggregate Abrasion Value)	-	1500	-
Clause 5.6(Reduction in Alkalinity)	-	1000	-
Clause 5.6(Dissolved Silica)	-	1000	-
Clause 5.7- Table 3 (i) (TotalAlkali content as Na2O equivalent )	-	1000	-
5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate))	-	1000	-
5.7-Table-3-(III) BN EN: 1744(Water soluble chloride content (coarse aggregate))	-	1000	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate))	-	1500	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate))	-	1500	-
7.2(Bulk Density loose)	-	1000	-
7.2(Bulk Density Rodded)	-	1000	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate ))	-	500	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate ))	-	500	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate))	-	500	-
5.2- TABLE-2- (Note-3) IS-2386 (P-2)(Mica content (fine aggregate))	-	500	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate))	-	2000	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate))	-	1000	-
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	2000	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate))	-	1500	-
5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate))	-	1500	-
5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate))	-	1500	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate))	-	1500	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate))	-	1500	-
7.2(Bulking Of Fine Aggregate)	-	1500	-
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	500	-
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	500	-
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	500	-
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	500	-
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	500	-
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve )	-	500	-
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	500	-
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	500	-
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	500	-
6.1-Table 7(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Nominal Size of aggregate)	-	500	-
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve )	-	500	-
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve )	-	500	-
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve )	-	500	-
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve )	-	500	-
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve )	-	500	-
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve )	-	500	-
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve )	-	500	-
6.3-Table 9(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Grading Zone)	-	500	-

Complete

11 Apr, 2027

IS 15658 (2021)

Concrete Paving Blocks - Specification ( First Revision )

14000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 7.1.1 (General Quality)	-	250	-
Clauses 7.1.2 & 9.1.2 (Visual Inspection)	-	250	-
Clause 7.1.3 (Colour and Texture)	-	250	-
Clause 7.2, Table No. 2, SI No. (i) (Width, W)	-	500	-
Clause 7.2, Table No. 2, SI No. (i) (Indivdual Width, W)	-	500	-
Clause 7.2, Table No. 2, SI No. (ii) (Length, L)	-	500	-
Clause 7.2, Table No. 2, SI No. (ii) (Indivdual Length, L)	-	500	-
Clause 7.2, Table No. 2, SI No. (iii) (Thickness, Th)	-	500	-
Clause 7.2, Table No. 2, SI No. (iii) (Indivdual Thickness, Th)	-	500	-
Clause 7.2, Table No. 2, SI No. (iv) (Aspect Ratio, L/Th)	-	500	-
Clause 7.2, Table No. 2, SI No. (iv) (Indivdual Aspect Ratio, L/Th)	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width)	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width)	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth)	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth)	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer)	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer)	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp))	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp))	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp))	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp))	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness)	-	500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption)	-	2000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens))	-	2000	-
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. (ii) b)(Compressive strength (Average of eight test specimens))	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance )	-	2000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens))	-	2000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance )	-	2000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens))	-	2000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength )	-	1500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength )	-	1500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength )	-	1500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength )	-	1500	-
Clause 7.3, Annex F(Individual Failure Load per unit Length)	-	1500	-
Clause 7.3, Annex F(Average Failure Load per unit Length)	-	1500	-
Clause 7.3, Annex G(Individual Breaking Load)	-	1500	-
Clause 7.3, Annex G(Average Breaking Load)	-	1500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles)	-	3000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles)	-	3000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles)	-	3000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles)	-	3000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles)	-	3000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles)	-	3000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles)	-	3000	-
Clause 3.20(Spacer nibs)	-	500	-

Complete

11 Apr, 2027

Bureau of Indian Standards

The National Standards Body of India

SHIVA TEST HOUSE PRIVATE LIMITED

Plot No. 10, Khasra No. 211, Saipuram Colony, Morti, Ghaziabad, Ghaziabad, Uttar Pradesh, 201017

9548459893 shivatesthousepvtltd@gmail.com

Scope List