BIS - LIMS (Laboratory Information Management System)

AJEO TESTING LABS PVT LTD

13-A/08, SITE-II, LONI ROAD, Ghaziabad, Ghaziabad, Uttar Pradesh, 201007

8010296901 ak@ajeo.co.in

Scope List

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11 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 15477 (2019)

Adhesives for use with ceramic tiles and mosaics

TILE ADHESIVE

20000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4(Classification)	-	450	-
5.1(Tensile Adhesion Strength )	-	5000	-
5.1(Tensile Adhesion Strength)	-	5000	-
5.2(Shear Adhesion Strength )	-	5000	-
5.2(Shear Adhesion Strength)	-	5000	-
5.2(Shear Adhesion Strength)	-	5000	-
5.3(OpenTime)	-	2500	-
5.4(Adjustment Time)	-	2500	-
5.5(Slip (Required for Vertical Application Only))	-	5000	-
5.6(Deformability (Required for VerticalApplication Only))	-	5000	-
8.2(Marking)	-	200	-

Complete

IS 9103 (1999)

Specification for Concrete Admixtures -

ADMIXTURE

23000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 9, Table- 2(Dry material content )	-	1000	-
Clause 9, Table- 2(Ash content)	-	500	-
Clause 9, Table- 2(Relative density)	-	500	-
Clause 9, Table- 2(Chloride ion content)	-	500	-
Clause 9, Table- 2( pH)	-	500	-
Clause 9, Table- 2(Dry material content )	-	1000	-
Clause 9, Table- 2(Ash content)	-	500	-
Clause 9, Table- 2(Relative density)	-	500	-
Clause 9, Table- 2(Chloride ion content)	-	500	-
Clause 9, Table- 2( pH)	-	500	-
Cl 4, Table 1A(Slump)	-	700	-
Cl 4, Table 1 B(Flow, Loss of workability on satnding, Minimum compressive strength ( 7 Days,28 Days, 6 Month and 1 Year))	-	0	-
Cl 9 Table 2(Dry material content ( a-For liquid admixture, b- For solid admixture), Ash content, Relative density, Chloride ion content, pH)	-	0	-
Cl 4, Table 1A(Water Content, percent of control sample, Max)	-	700	-
Cl 4, Table 1 B(Flow)	-	700	-
Cl 9 Table 2(Dry material content ( a-For liquid admixture, b- For solid admixture), Ash content, Relative density, Chloride ion content, pH)	-	0	-
Cl 4, Table 1A(Time of setting, allowable deviation from control sample hours)	-	1000	-
Cl 4, Table 1A(Compressive strength, percent of control sample, Min)	-	5000	-
Cl 4, Table 1A(Flexural strength, percent of control sample, Min)	-	2500	-
Cl 4, Table 1A(Length change, percent increase over control sample, Max)	-	2300	-
Cl 4, Table 1A(Bleeding, percent increase over control sample, Max)	-	700	-
Cl 4, Table 1A(Loss of workability)	-	250	-
Cl 4, Table 1A(Air content (%), Max, over control)	-	1000	-
Cl 4, Table 1 B(Loss of workability on standing)	-	0	-
Cl 4, Table 1 B(Minimum compressive strength ( 7 Days,28 Days, 6 Month and 1 Year))	-	0	-
Clause 4, Table 1B, SI no. (iii) (1 year minimum compressive strength, percent of control mix concrete)	-	0	-
Clause 4, Table 1B, SI no. (iii) (6 months minimum compressive strength, percent of control mix concrete)	-	0	-
Clause 4, Table 1B, SI no. (iii) (28 days minimum compressive strength, percent of control mix concrete)	-	0	-
Clause 4, Table 1B, SI no. (iii) (7 days minimum compressive strength, percent of control mix concrete)	-	0	-
Clause 4, Table 1A, SI no. (v) (28 days flexural strength, percent of control sample)	-	0	-
Clause 4, Table 1A, SI no. (v) (7 days flexural strength, percent of control sample)	-	0	-
Clause 4, Table 1A, SI no. (v) (3 days flexural strength, percent of control sample)	-	0	-
Clause 4, Table 1A, SI no. (iv) (1 year compressive strength, percent of control sample)	-	0	-
Clause 4, Table 1A, SI no. (iv) (6 months compressive strength, percent of control sample)	-	5000	-
Clause 4, Table 1A, SI no. (iv) (28 days compressive strength, percent of control sample)	-	0	-
Clause 4, Table 1A, SI no. (iv) (7 days compressive strength, percent of control sample)	-	0	-
Clause 4, Table 1A, SI no. (iv) (3 days compressive strength, percent of control sample)	-	0	-
Clause 4, Table 1A, SI no. (iv) (1 day compressive strength, percent of control sample)	-	0	-
Clause 4, Table 1A, SI no. (iii) (Final time of setting allowable deviation from control sample)	-	0	-
Clause 4, Table 1A, SI no. (iii) (Initial time of setting allowable deviation from control sample)	-	0	-
4, Table 1B( minimum Compressive strength percent of control mix concrete 1 Year )	-	5000	-
4, Table 1B( minimum Compressive strength percent of control mix concrete 6 Months days)	-	5000	-
4, Table 1B( minimum Compressive strength percent of control mix concrete 28 days)	-	0	-
4, Table 1B( minimum Compressive strength percent of control mix concrete 7 days)	-	0	-
4, Table 1A(Compressive strength percent of control Sample 1 year )	-	0	-
4, Table 1A(Compressive strength percent of control Sample 6 Months )	-	0	-
4, Table 1A(Compressive strength percent of control Sample 28 Days )	-	0	-
4, Table 1A(Compressive strength percent of control Sample 7 Days)	-	0	-
4, Table 1A(Compressive strength percent of control Sample 3 Days)	-	0	-
4, Table 1A(Compressive strength percent of control Sample 1 Day )	-	0	-
4, Table 1A(Length Change percent Increase over control Sample 1 year)	-	5000	-
4, Table 1A(Length Change percent Increase over control Sample 6 Month)	-	1000	-
4, Table 1A(Length Change percent Increase over control Sample 28 Day)	-	1000	-
4, Table 1A(Flexural strength percent of control Sample 28 Day)	-	1000	-
4, Table 1A(Flexural strength percent of control Sample 7 Day)	-	1000	-
4, Table 1A(Flexural strength percent of control Sample 3 Day)	-	1000	-

Complete

IS 15658 (2021)

Concrete Paving Blocks - Specification ( First Revision )

PAVER BLOCK

20000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles)	-	0	OPTIONAL TEST PARAMETER NOT COVERED
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles)	-	0	OPTIONAL TEST PARAMETER NOT COVERED
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles)	-	0	OPTIONAL TEST PARAMETER NOT COVERED
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles)	-	0	OPTIONAL TEST PARAMETER NOT COVERED
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles)	-	0	OPTIONAL TEST PARAMETER NOT COVERED
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles)	-	0	OPTIONAL TEST PARAMETER NOT COVERED
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles)	-	0	OPTIONAL TEST PARAMETER NOT COVERED
Clause 7.3, Annex G(Average Breaking Load)	-	5000	-
Clause 7.3, Annex G(Individual Breaking Load)	-	5000	-
Clause 7.3, Annex F(Average Failure Load per unit Length)	-	5000	-
Clause 7.3, Annex F(Individual Failure Load per unit Length)	-	5000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength )	-	5000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength )	-	5000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength )	-	5000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength )	-	5000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens))	-	5000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance )	-	5000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens))	-	5000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance )	-	5000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens))	-	5000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)( Indivdual Compressive strength)	-	5000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens))	-	3000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption)	-	3000	-
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))	-	1500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp))	-	1500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp))	-	1500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp))	-	1500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer)	-	1500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer)	-	1500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth)	-	1500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth)	-	1500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width)	-	1500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width)	-	1500	-
Clause 7.2, Table No. 2, SI No. (iv) (Indivdual Aspect Ratio, L/Th)	-	1500	-
Clause 7.2, Table No. 2, SI No. (iv) (Aspect Ratio, L/Th)	-	1500	-
Clause 7.2, Table No. 2, SI No. (iii) (Indivdual Thickness, Th)	-	1000	-
Clause 7.2, Table No. 2, SI No. (iii) (Thickness, Th)	-	1000	-
Clause 7.2, Table No. 2, SI No. (ii) (Indivdual Length, L)	-	1000	-
Clause 7.2, Table No. 2, SI No. (ii) (Length, L)	-	1000	-
Clause 7.2, Table No. 2, SI No. (i) (Indivdual Width, W)	-	1000	-
Clause 7.2, Table No. 2, SI No. (i) (Width, W)	-	1000	-
Clause 6.3 (Bonding and Delamination between the layers of paver blocks)	-	1000	-
Clause 7.1.3 (Colour and Texture)	-	500	-
Clauses 7.1.2 & 9.1.2 (Visual Inspection)	-	500	-
Clause 7.1.1 (General Quality)	-	500	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower)	-	500	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower)	-	500	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher)	-	100	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher)	-	100	-
Clause 3.20(Spacer nibs)	-	500	-
10(Marking)	-	500	-
cl.5(Cement)	-	500	-
5.2(Mineral Admixture)	-	500	-
5.3(Chemical Admixtures)	-	500	-
5.4(Coarse and Fine Aggregates)	-	500	-
5.5(Pigments)	-	500	-
5.6(Water)	-	500	-

Complete

Excluding: Clause 7.3 & 9.1.4, Table 3, SI No. (vi) (Freeze Thaw durability Optional Test

IS 2547 : Part 1 (1976)

Specification for gypsum building plaster: Part 1 excluding premixed lightweight plasters

GYPSUM

9000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 4.1, Table-1(Beta hemihydrate, SO3)	-	550	-
Clause 4.1, Table-1(Beta hemihydrate, CaO)	-	500	-
Clause 4.1, Table-1(Beta hemihydrate, Soluble magnesium salts as MgO)	-	500	-
Clause 4.1, Table-1(Beta hemihydrate, Soluble sodium salts as Na2O)	-	500	-
Clause 4.1, Table-1(Beta hemihydrate,. Loss of ignition)	-	500	-
Clause 4.1, Table-1(Retarded Hemihydrate Gypsum Plaster, SO3)	-	500	-
Clause 4.1, Table-1(Retarded Hemihydrate Gypsum Plaster, CaO)	-	500	-
Clause 4.1, Table-1(Retarded Hemihydrate Gypsum Plaster, Soluble magnesium salts as MgO)	-	500	-
Clause 4.1, Table-1(Retarded Hemihydrate Gypsum Plaster, Soluble sodium salts as Na2O)	-	500	-
Clause 4.1, Table-1(Retarded Hemihydrate Gypsum Plaster, Loss of ignition)	-	500	-
Clause 4.1, Table-1(Retarded Hemihydrate Gypsum Plaster, Free lime)	-	500	-
Clause 4.1, Table-1(Anhydrous Gypsum plaster,. SO3)	-	500	-
Clause 4.1, Table-1(Anhydrous Gypsum plaster,. CaO)	-	500	-
Clause 4.1, Table-1(Anhydrous Gypsum plaster,. Soluble magnesium salts as MgO)	-	500	-
Clause 4.1, Table-1(Anhydrous Gypsum plaster,. Soluble sodium salts as Na2O)	-	500	-
Clause 4.1, Table-1(Anhydrous Gypsum plaster,. Loss on ignition)	-	500	-
Clause 4.1, Table-1(Keene's Plaster, SO3)	-	500	-
Clause 4.1, Table-1(Keene's Plaster, CaO)	-	500	-
Clause 4.1, Table-1(Keene's Plaster, Soluble magnesium salts as MgO)	-	500	-
Clause 4.1, Table-1(Keene's Plaster, Soluble sodium salts as Na2O)	-	500	-
Clause 4.1, Table-1(Keene's Plaster, Loss of ignition)	-	600	-
Cl 5.2, Table 2(Plaster Sand Mixture & Neat Plaster)	-	1500	-
Cl 5.2, Table 3(Transverse Strength)	-	900	-
Cl 5.2, Table 4(Soundness)	-	900	-
Cl 5.2, Table 5(Mechanical Resistance Of Set Neat Plaster )	-	800	-
Cl 5.2, Table 6(Residue On 1.18 mm IS Sieve Precent)	-	600	-
Cl 5.2, Table 7(Expansion On Setting %Max)	-	750	-
Cl 5.2, Table 7(Expansion On Setting %Max)	-	750	-
Cl 5.2, Table 6(Residue On 1.18 mm IS Sieve Precent)	-	600	-
Cl 5.2, Table 5(Mechanical Resistance Of Set Neat Plaster )	-	800	-
Cl 5.2, Table 4(Soundness)	-	900	-
Cl 5.2, Table 3(Transverse Strength)	-	900	-
Cl 5.2, Table 2(Plaster Sand Mixture & Neat Plaster)	-	1500	-
5.1(Purity)	-	500	-

Complete

IS 3614 (2021)

Specification of Fire Doors and Assembly First Revision of IS 3614 Parts 1 2

FIRE DOOR

315000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
4(Integrity, Insulation)	-	120000		120000 PER HOUR FIRE RATING CHARGES

Complete

IS 16720 (2018)

Pulverized Fuel Ash-Cement Bricks- Specification

FUEL ASH CEMENT BRICKS

5700 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1 and fig.1A &1B(Dimensions- Length (L) )	-	250	-
4.1 and fig.1A &1B(Dimensions- Width (B) )	-	250	-
4.1 and fig.1A &1B(Dimensions- Height (H))	-	250	-
4.1 & 4.3 and fig.1A &1B(Dimensions - Depth)	-	100	-
4.1 and fig.1A &1B(Dimensions)	-	0	-
4.1 and fig.1A &1B(Dimensions)	-	0	-
5 and Tanle 1 (CLASSIFICATION)	-	500	-
8.1(GENERAL)	-	500	-
8.3(Density Annex C of IS 2185 (Part 1))	-	500	-
8.4 and Table 1(Compressive Strength - Individual IS 3495 (Part 1))	-	1500	-
8.4 and Table 1(Compressive Strength - Average IS 3495 (Part 1))	-	1500	-
8.5(Drying Shrinkage IS 4139)	-	1500	-
8.6(Water Absorption IS 3495 (Part 2))	-	700	-

Complete

IS 12894 (2002)

Pulverized fuel ash - Lime bricks - Specification

FUEL ASH LIME BRICKS

5700 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General Requirements)	-	500	-
3.2(General Requirements)	-	500	-
3.3(General Requirements)	-	500	-
3.4(General Requirements)	-	500	-
3.5(General Requirements)	-	500	-
5.1(Dimensions)	-	1000	-
7.1, Table -1(Average Wet Compressive Strength)	-	2000	-
7.2(Drying Shrinkage)	-	3000	-
7.3(Efflorescence Test)	-	1000	-
7.4(Water Absorption)	-	2000	-
5.2(Tolerance)	-	0	-
9(Marking)	-	100	-
6(Materials)	-	100	-

Complete

IS 2185 : Part 3 (1984)

Concrete Masonry Units Part 3 Autoclaved Cellular Aerated Concrete Blocks

AAC BLOCKS

25000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8(Physical requirments)	-	500	-
8.2(Physical requirments-Dimensions-Length)	-	500	-
8.2(Physical requirments-Dimensions-Height)	-	500	-
8.2(Physical requirments-Dimensions-Width)	-	500	-
8.3(Physical requirments- Block density)	-	1500	-
8.4(Physical requirments- Compressive strength)	-	6500	-
8.5(Thermal Conductivity)	-	15000	-
8.6( Drying Shrinkage )	-	3000	-
8.4, 9.2 & 11.3(Indivisual Moisture Content)	-	100	-
8.4, 9.2 & 11.3(Indivisual Bulk density)	-	100	-
8.4, 9.2 & 11.3 & Table 1(Indivisual Compressive strength)	-	100	-
8.3 & 9.1(Indivisual Moisture Content)	-	100	-
8.3 & 9.1 Table 1(Indivisual Block Density)	-	100	-
3.2 & 8.2(Indivisual Height)	-	100	-
3.2 & 8.2(Indivisual Width)	-	100	-
3.2 & 8.2(Indivisual Length)	-	100	-
8.6, 9.4 & 11.5(Grade)	-	100	-
3.4(Special Faces)	-	100	-
3.3(Faces & Arises)	-	100	-
3.1(Shape)	-	100	-
8.1.1(General (Exposed wall construction))	-	100	-
5(MA TEIUA.LS)	-	100	-
7(SURI'ACE TUTUU AND FINISH)	-	100	-
9.3(Thermal Conductivity)	-	15000	-
15(Marking)	-	100	-

Complete

IS 2185 : Part 2 (1983)

Specification for concrete masonry units: Part 2 hollow and solid lightweight concrete blocks (First Revision)

HOLLOW AND SOLID LIGHT WEIGHT CONCRETE BLOCKS

20000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.7(Moisture Movement)	-	3000	-
8.6(Drying shrinkage)	-	7500	-
8.5, Table 1(Water Absorption)	-	3000	-
8.4, Table 1(Compressive strength)	-	4500	-
8.3(Block Density)	-	1000	-
3.2.5(Thickness of Web)	-	1000	-
3.2.5(Face Shell Thickness)	-	1000	-
3.2(Width)	-	1000	-
3.2(Height)	-	1000	-
3.2(Length)	-	1000	-
8.1(General)	-	500	-
8.2(Deimension (Length))	-	1000	-
8.2(Deimension (Height))	-	1000	-
8.2(Deimension (Width))	-	1000	-
8.3(Block Density)	-	1000	-
8.4(Compressive Strength)	-	4500	-
8.5(Water Absorption)	-	3000	-
8.6(Drying Shrinkage)	-	7500	-
8.7(Moisture Movement)	-	3000	-

Complete

IS 2185 : Part 1 (2005)

Concrete masonry units - Specification: Part 1 hollow and solid concrete blocks (Third Revision)

HOLLOW AND SOLID CONCRETE BLOCKS

18000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.1(PHYSICAL REQUIREMENTS-General)	-	1000	-
9.2 & 4.2(PHYSICAL REQUIREMENTS-Nominal Dimensions 1.Length 2.Hight 3. Width)	-	1000	-
9.2 & 4.2.3(Nominal Dimensions-variation in the length of units )	-	1000	-
9.2 & 4.2.3(Nominal Dimensions -variation in height and width of units )	-	1000	-
9.2 & 4.2.4, Table-1(Nominal Dimensions-thickness of the face shell)	-	1000	-
9.2 & 4.2.4, Table-1(Nominal Dimensions-thickness of the Web shell)	-	1000	-
9.3 & 5.1 & 5.2 Table 2(PHYSICAL REQUIREMENTS-Blocks Density - 1.Hollow (Open and Closed Cavity) Concrete Block- Grade Aor Grade B 2.Solid Concrete Block — Grade C)	-	1000	-
9.4- Table 2(PHYSICAL REQUIREMENTS - Compressive Strength 1.Minimum Average Compressive Strength of Units 2.Minimum Average Compressive Strength of Individual Unit)	-	5000	-
9.5(PHYSICAL REQUIREMENTS -Water Absorption)	-	2500	-
9.6(PHYSICAL REQUIREMENTS -Drying Shrinkage)	-	7500	-
9.7(PHYSICAL REQUIREMENTS -Moisture Movement)	-	3000	-
15(Marking)	-	500	-

Complete

IS 456 (2000)

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

CONSTRUCTION WATER

4000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.4-Table-1 (v)-IS: 3025(P-17)(Suspended matter)	-	300	-
5.4-Table-1 (iv)-IS: 3025(P-32)(Chloride)	-	500	-
5.4-Table-1 (iii)-IS: 3025(P-32)(Chloride)	-	500	-
5.4-Table-1 (ii)-IS: 3025(P-24)(Sulphate)	-	250	-
5.4-Table-1 (i)-IS: 3025(P-18)(In-Organic)	-	300	-
5.4-Table-1 (i)-IS: 3025(P-18)(Organic )	-	300	-
5.4.2-IS: 3025(P-11)(Ph)	-	250	-
5.4-(b)-IS: 3025 (P-23)(Volume of 0.02 N H2SO4 to neutralized 100 ml of water using mixed indicator)	-	250	-
5.4-(a)-IS: 3025 (P-22)(Volume of 0.02 N NaOH to neutralized 100 ml of water using phenolphthalein indicator)	-	250	-
16.1(Average Compressive Strength)	-	300	-
16.1(Compressive Strength of Individual Samples )	-	300	-
16.1(Compressive Strength of Individual Samples )	-	300	-
Cl 5.4 Table 1 (v)(Suspended Matter)	-	0	-
Cl 5.4 Table 1 (iv)(Chloride)	-	0	-
Cl 5.4 Table 1 (iii)(Sulphate)	-	0	-
Cl 5.4 Table 1 (ii)(Inorganic Solids)	-	0	-
Cl 5.4 Table 1 (i)(Organic Solids)	-	0	-
Cl 5.4 .2(pH)	-	0	-
Cl 5.4 (b)(Alkalinity)	-	0	-
Cl 5.4 (a)(Acidity)	-	0	-
16.1(Compressive Strength of Individual Samples )	-	0	-
Clause 5.4(Description)	-	100	-
cl 5.4.4.3(Initial Setting Time)	-	300	-
cl 5.4.4.3(Initial Setting Time)	-	300	-
5.7(Storage of Materials)	-	100	-

Complete

for construction water only

Bureau of Indian Standards

The National Standards Body of India

AJEO TESTING LABS PVT LTD

13-A/08, SITE-II, LONI ROAD, Ghaziabad, Ghaziabad, Uttar Pradesh, 201007

8010296901 ak@ajeo.co.in

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