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AJEO TESTING LABS PVT LTD, GHAZIABAD

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

8010296901 ak@ajeo.co.in

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36 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

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	-

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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	-

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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(MATERIALS)	-	100	-
7(SURFACE TEXTURE AND FINISH)	-	100	-
9.3(Thermal Conductivity)	-	15000	-
15(Marking)	-	100	-

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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	-

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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	-

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IS 456 (2000)

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

CONSTRUCTION WATER

4000 View breakup
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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	-

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for construction water only

Bureau of Indian Standards

The National Standards Body of India

AJEO TESTING LABS PVT LTD, GHAZIABAD

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

8010296901 ak@ajeo.co.in

Scope List