| 31 |
Delta Testing and Research Laboratories Private Limited (C5)
| 9179506
| IS 2185 : Part 2 (1983) |
Specification for concrete masonry units: Part 2 hollow and solid lightweight concrete blocks (First Revision) |
All Grade/Type/Size Designation |
17500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 8.7(Moisture Movement) |
- |
2500 |
|
10 % Discount to BIS and for others 1.5 times on mentioned testing charges. |
| 8.6(Drying shrinkage) |
- |
2500 |
|
10 % Discount to BIS and for others 1.5 times on mentioned testing charges. |
| 8.5, Table 1(Water Absorption) |
- |
2500 |
|
10 % Discount to BIS and for others 1.5 times on mentioned testing charges. |
| 8.4, Table 1(Compressive strength) |
- |
5000 |
|
10 % Discount to BIS and for others 1.5 times on mentioned testing charges. |
| 8.3(Block Density) |
- |
2000 |
|
10 % Discount to BIS and for others 1.5 times on mentioned testing charges. |
| 3.2.5(Thickness of Web) |
- |
1000 |
|
10 % Discount to BIS and for others 1.5 times on mentioned testing charges. |
| 3.2.5(Face Shell Thickness) |
- |
1000 |
|
10 % Discount to BIS and for others 1.5 times on mentioned testing charges. |
| 3.2(Width) |
- |
1000 |
|
10 % Discount to BIS and for others 1.5 times on mentioned testing charges. |
| 3.2(Height) |
- |
1000 |
|
10 % Discount to BIS and for others 1.5 times on mentioned testing charges. |
| 3.2(Length) |
- |
1000 |
|
10 % Discount to BIS and for others 1.5 times on mentioned testing charges. |
| 8.1(General) |
- |
500 |
|
10 % Discount to BIS and for others 1.5 times on mentioned testing charges. |
| 8.2(Deimension (Length)) |
- |
1000 |
|
10 % Discount to BIS and for others 1.5 times on mentioned testing charges. |
| 8.2(Deimension (Height)) |
- |
1000 |
|
10 % Discount to BIS and for others 1.5 times on mentioned testing charges. |
| 8.2(Deimension (Width)) |
- |
1000 |
|
10 % Discount to BIS and for others 1.5 times on mentioned testing charges. |
| 8.3(Block Density) |
- |
2000 |
|
10 % Discount to BIS and for others 1.5 times on mentioned testing charges. |
| 8.4(Compressive Strength) |
- |
5000 |
|
10 % Discount to BIS and for others 1.5 times on mentioned testing charges. |
| 8.5(Water Absorption) |
- |
2500 |
|
10 % Discount to BIS and for others 1.5 times on mentioned testing charges. |
| 8.6(Drying Shrinkage) |
- |
2500 |
|
10 % Discount to BIS and for others 1.5 times on mentioned testing charges. |
| 8.7(Moisture Movement) |
- |
2500 |
|
10 % Discount to BIS and for others 1.5 times on mentioned testing charges. |
|
21 Aug, 2027 |
- - |
| 32 |
Delta Testing and Research Laboratories Private Limited (C5)
| 9179506
| IS 2185 : Part 1 (2005) |
Concrete masonry units - Specification: Part 1 hollow and solid concrete blocks (Third Revision) |
- |
17500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 9.1(PHYSICAL REQUIREMENTS-General) |
- |
1000 |
|
10 % Discount to BIS for others 1.5 times of mentioned testing charges. |
| 9.2 & 4.2(PHYSICAL REQUIREMENTS-Nominal Dimensions 1.Length 2.Hight 3. Width) |
- |
1000 |
|
10 % Discount to BIS for others 1.5 times of mentioned testing charges. |
| 9.2 & 4.2.3(Nominal Dimensions-variation in the length of units ) |
- |
1000 |
|
10 % Discount to BIS for others 1.5 times of mentioned testing charges. |
| 9.2 & 4.2.3(Nominal Dimensions -variation in height and width of units ) |
- |
1000 |
|
10 % Discount to BIS for others 1.5 times of mentioned testing charges. |
| 9.2 & 4.2.4, Table-1(Nominal Dimensions-thickness of
the face shell) |
- |
1000 |
|
10 % Discount to BIS for others 1.5 times of mentioned testing charges. |
| 9.2 & 4.2.4, Table-1(Nominal Dimensions-thickness of
the Web shell) |
- |
1000 |
|
10 % Discount to BIS for others 1.5 times of mentioned testing charges. |
| 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) |
- |
2000 |
|
10 % Discount to BIS for others 1.5 times of mentioned testing charges. |
| 9.4- Table 2(PHYSICAL REQUIREMENTS - Compressive Strength 1.Minimum Average Compressive Strength of Units 2.Minimum Average Compressive Strength of Individual Unit) |
- |
5000 |
|
10 % Discount to BIS for others 1.5 times of mentioned testing charges. |
| 9.5(PHYSICAL REQUIREMENTS -Water Absorption) |
- |
2500 |
|
10 % Discount to BIS for others 1.5 times of mentioned testing charges. |
| 9.6(PHYSICAL REQUIREMENTS -Drying Shrinkage) |
- |
2500 |
|
10 % Discount to BIS for others 1.5 times of mentioned testing charges. |
| 9.7(PHYSICAL REQUIREMENTS -Moisture Movement) |
- |
2500 |
|
10 % Discount to BIS for others 1.5 times of mentioned testing charges. |
| 15(Marking) |
- |
500 |
|
10 % Discount to BIS for others 1.5 times of mentioned testing charges. |
|
21 Aug, 2027 |
- - |
| 33 |
AJEO TESTING LABS PVT LTD, GHAZIABAD
| 8178606
| IS 2185 : Part 3 (1984) |
Concrete Masonry Units Part 3 Autoclaved Cellular Aerated Concrete Blocks |
AAC BLOCKS |
25000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
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 |
|
- |
|
- |
- - |
| 34 |
AJEO TESTING LABS PVT LTD, GHAZIABAD
| 8178606
| 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
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
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 |
|
- |
|
- |
- - |
| 35 |
AJEO TESTING LABS PVT LTD, GHAZIABAD
| 8178606
| 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
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
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 |
|
- |
|
- |
- - |
| 36 |
PIONEER TESTING LABORATORY PRIVATE LIMITED
| 8176806
| IS 2185 : Part 3 (1984) |
Concrete Masonry Units Part 3 Autoclaved Cellular Aerated Concrete Blocks |
All Type |
27500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 8(Physical requirments) |
- |
0 |
|
- |
| 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) |
- |
1000 |
|
- |
| 8.4(Physical requirments- Compressive strength) |
- |
4500 |
|
- |
| 8.5(Thermal Conductivity) |
- |
15000 |
|
- |
| 8.6( Drying Shrinkage ) |
- |
5500 |
|
- |
| 8.4, 9.2 & 11.3(Indivisual Moisture Content) |
- |
1000 |
|
- |
| 8.4, 9.2 & 11.3(Indivisual Bulk density) |
- |
500 |
|
- |
| 8.4, 9.2 & 11.3 & Table 1(Indivisual Compressive strength) |
- |
2000 |
|
- |
| 8.3 & 9.1(Indivisual Moisture Content) |
- |
1000 |
|
- |
| 8.3 & 9.1 Table 1(Indivisual Block Density) |
- |
1000 |
|
- |
| 3.2 & 8.2(Indivisual Height) |
- |
500 |
|
- |
| 3.2 & 8.2(Indivisual Width) |
- |
500 |
|
- |
| 3.2 & 8.2(Indivisual Length) |
- |
500 |
|
- |
| 8.6, 9.4 & 11.5(Grade) |
- |
500 |
|
- |
| 3.4(Special Faces) |
- |
500 |
|
- |
| 3.3(Faces & Arises) |
- |
500 |
|
- |
| 3.1(Shape) |
- |
500 |
|
- |
| 8.1.1(General (Exposed wall construction)) |
- |
500 |
|
- |
| 7(SURFACE TEXTURE AND FINISH) |
- |
500 |
|
- |
| 9.3(Thermal Conductivity) |
- |
15000 |
|
- |
| 15(Marking) |
- |
500 |
|
- |
|
- |
- - |
| 37 |
PIONEER TESTING LABORATORY PRIVATE LIMITED
| 8176806
| IS 2185 : Part 2 (1983) |
Specification for concrete masonry units: Part 2 hollow and solid lightweight concrete blocks (First Revision) |
All Type |
17500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 8.7(Moisture Movement) |
- |
2500 |
|
- |
| 8.6(Drying shrinkage) |
- |
5500 |
|
- |
| 8.5, Table 1(Water Absorption) |
- |
1000 |
|
- |
| 8.4, Table 1(Compressive strength) |
- |
4500 |
|
- |
| 8.3(Block Density) |
- |
1000 |
|
- |
| 3.2.5(Thickness of Web) |
- |
500 |
|
- |
| 3.2.5(Face Shell Thickness) |
- |
500 |
|
- |
| 3.2(Width) |
- |
500 |
|
- |
| 3.2(Height) |
- |
500 |
|
- |
| 8.1(General) |
- |
500 |
|
- |
| 8.2(Deimension (Length)) |
- |
500 |
|
- |
| 8.2(Deimension (Height)) |
- |
500 |
|
- |
| 8.2(Deimension (Width)) |
- |
500 |
|
- |
| 8.3(Block Density) |
- |
1000 |
|
- |
| 8.4(Compressive Strength) |
- |
4500 |
|
- |
| 8.5(Water Absorption) |
- |
1000 |
|
- |
| 8.6(Drying Shrinkage) |
- |
5500 |
|
- |
| 8.7(Moisture Movement) |
- |
3000 |
|
- |
|
- |
- - |
| 38 |
PIONEER TESTING LABORATORY PRIVATE LIMITED
| 8176806
| IS 2185 : Part 1 (2005) |
Concrete masonry units - Specification: Part 1 hollow and solid concrete blocks (Third Revision) |
All Type |
18500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
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) |
- |
4500 |
|
- |
| 9.5(PHYSICAL REQUIREMENTS -Water Absorption) |
- |
2000 |
|
- |
| 9.6(PHYSICAL REQUIREMENTS -Drying Shrinkage) |
- |
5500 |
|
- |
| 9.7(PHYSICAL REQUIREMENTS -Moisture Movement) |
- |
2500 |
|
- |
| 15(Marking) |
- |
500 |
|
- |
|
- |
- - |
| 39 |
BIS, Guwahati Branch Laboratory (GBL)
| None
| IS 2185 : Part 3 (1984) |
Concrete Masonry Units Part 3 Autoclaved Cellular Aerated Concrete Blocks |
GRADE 1 AND 2 |
8200.00 (complete testing charges) View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1 (Shape) |
- |
|
|
|
| 3.2 & 8.2 (Indivisual Height) |
- |
|
|
|
| 3.2 & 8.2 (Indivisual Width) |
- |
|
|
|
| 3.2 & 8.2 (Indivisual Length) |
- |
|
|
|
| 3.3 (Faces & Arises) |
- |
|
|
|
| 7 (SURFACE TEXTURE AND FINISH) |
- |
|
|
|
| 8.1.1 (General (Exposed wall construction)) |
- |
|
|
|
| 8 (Physical requirments) |
- |
|
|
|
| 8.3 (Physical requirments- Block density) |
- |
|
|
|
| 8.4 (Physical requirments- Compressive strength) |
- |
|
|
|
| 8.6 ( Drying Shrinkage ) |
- |
|
|
|
| 8.5 (Thermal Conductivity) |
- |
|
|
|
| 8.4, 9.2 & 11.3 (Indivisual Moisture Content) |
- |
|
|
|
| 8.4, 9.2 & 11.3 & Table 1 (Indivisual Compressive strength) |
- |
|
|
|
| 15 (Marking) |
- |
|
|
|
|
- |
- Qty. required 24 No.s |
| 40 |
AADCO TESTING & RESEARCH LABORATORY PVT LTD (F28), GHAZIABAD
| 8141606
| IS 2185 : Part 3 (1984) |
Concrete Masonry Units Part 3 Autoclaved Cellular Aerated Concrete Blocks |
ALL |
20000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7(SURFACE TEXTURE AND FINISH) |
- |
500 |
|
- |
| 8(Physical requirments) |
- |
1000 |
|
- |
| 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) |
- |
3000 |
|
- |
| 8.4(Physical requirments- Compressive strength) |
- |
3000 |
|
- |
| 8.5(Thermal Conductivity) |
- |
8000 |
|
- |
| 8.6( Drying Shrinkage ) |
- |
3000 |
|
- |
| 7(SURFACE TEXTURE AND FINISH) |
- |
- |
|
- |
| 8(Physical requirments) |
- |
- |
|
- |
| 8.2(Physical requirments-Dimensions-Length) |
- |
- |
|
- |
| 8.2(Physical requirments-Dimensions-Height) |
- |
- |
|
- |
| 8.2(Physical requirments-Dimensions-Width) |
- |
- |
|
- |
| 8.3(Physical requirments- Block density) |
- |
- |
|
- |
| 8.4(Physical requirments- Compressive strength) |
- |
- |
|
- |
| 8.5(Thermal Conductivity) |
- |
- |
|
- |
| 8.6( Drying Shrinkage ) |
- |
- |
|
- |
|
26 Jul, 2027 |
- - |
| 41 |
Stellar Test House, Noida
| 8171606
| IS 2185 : Part 1 (2005) |
Concrete masonry units - Specification: Part 1 hollow and solid concrete blocks (Third Revision) |
- |
15000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 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 ) |
- |
0 |
|
- |
| 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) |
- |
0 |
|
- |
| 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) |
- |
1500 |
|
- |
| 9.6(PHYSICAL REQUIREMENTS -Drying Shrinkage) |
- |
2500 |
|
- |
| 9.7(PHYSICAL REQUIREMENTS -Moisture Movement) |
- |
2000 |
|
- |
| 15(Marking) |
- |
0 |
|
- |
| 9.2 & 4.2(PHYSICAL REQUIREMENTS-Nominal Dimensions 1.Length 2.Hight 3. Width) |
- |
0 |
|
- |
| 9.2 & 4.2.3(Nominal Dimensions-variation in the length of units ) |
- |
0 |
|
- |
| 9.2 & 4.2.3(Nominal Dimensions -variation in height and width of units ) |
- |
0 |
|
- |
| 9.2 & 4.2.4, Table-1(Nominal Dimensions-thickness of
the face shell) |
- |
0 |
|
- |
| 9.2 & 4.2.4, Table-1(Nominal Dimensions-thickness of
the Web shell) |
- |
0 |
|
- |
| 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) |
- |
0 |
|
- |
| 9.4- Table 2(PHYSICAL REQUIREMENTS - Compressive Strength 1.Minimum Average Compressive Strength of Units 2.Minimum Average Compressive Strength of Individual Unit) |
- |
0 |
|
- |
| 9.5(PHYSICAL REQUIREMENTS -Water Absorption) |
- |
0 |
|
- |
| 9.6(PHYSICAL REQUIREMENTS -Drying Shrinkage) |
- |
0 |
|
- |
| 9.7(PHYSICAL REQUIREMENTS -Moisture Movement) |
- |
0 |
|
- |
| 15(Marking) |
- |
0 |
|
- |
| 9.2 & 4.2(PHYSICAL REQUIREMENTS-Nominal Dimensions 1.Length 2.Hight 3. Width) |
- |
0 |
|
- |
| 9.2 & 4.2.3(Nominal Dimensions-variation in the length of units ) |
- |
0 |
|
- |
| 9.2 & 4.2.3(Nominal Dimensions -variation in height and width of units ) |
- |
0 |
|
- |
| 9.2 & 4.2.4, Table-1(Nominal Dimensions-thickness of
the face shell) |
- |
0 |
|
- |
| 9.2 & 4.2.4, Table-1(Nominal Dimensions-thickness of
the Web shell) |
- |
0 |
|
- |
| 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) |
- |
0 |
|
- |
| 9.4- Table 2(PHYSICAL REQUIREMENTS - Compressive Strength 1.Minimum Average Compressive Strength of Units 2.Minimum Average Compressive Strength of Individual Unit) |
- |
0 |
|
- |
| 9.5(PHYSICAL REQUIREMENTS -Water Absorption) |
- |
0 |
|
- |
| 9.6(PHYSICAL REQUIREMENTS -Drying Shrinkage) |
- |
0 |
|
- |
| 9.7(PHYSICAL REQUIREMENTS -Moisture Movement) |
- |
0 |
|
- |
| 15(Marking) |
- |
0 |
|
- |
|
26 Sep, 2028 |
- Included w.e.f. 28.03.2024 |
| 42 |
Stellar Test House, Noida
| 8171606
| IS 2185 : Part 3 (1984) |
Concrete Masonry Units Part 3 Autoclaved Cellular Aerated Concrete Blocks |
- |
19000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 8.2(Physical requirments-Dimensions-Length) |
- |
1000 |
|
- |
| 8.2(Physical requirments-Dimensions-Height) |
- |
1000 |
|
- |
| 8.2(Physical requirments-Dimensions-Width) |
- |
1000 |
|
- |
| 8.3(Physical requirments- Block density) |
- |
4000 |
|
- |
| 8.4(Physical requirments- Compressive strength) |
- |
5000 |
|
- |
| 8.5(Thermal Conductivity) |
- |
3000 |
|
- |
| 8.6( Drying Shrinkage ) |
- |
2500 |
|
- |
| 8.4, 9.2 & 11.3(Indivisual Moisture Content) |
- |
500 |
|
- |
| 8.3 & 9.1 Table 1(Indivisual Block Density) |
- |
500 |
|
- |
| 8.4, 9.2 & 11.3 & Table 1(Indivisual Compressive strength) |
- |
500 |
|
- |
| 3.2 & 8.2(Indivisual Height) |
- |
500 |
|
- |
| 3.2 & 8.2(Indivisual Width) |
- |
500 |
|
- |
| 3.2 & 8.2(Indivisual Length) |
- |
500 |
|
- |
| 8.2(Physical requirments-Dimensions-Length) |
- |
- |
|
- |
| 8.2(Physical requirments-Dimensions-Height) |
- |
- |
|
- |
| 8.2(Physical requirments-Dimensions-Width) |
- |
- |
|
- |
| 8.3(Physical requirments- Block density) |
- |
- |
|
- |
| 8.4(Physical requirments- Compressive strength) |
- |
- |
|
- |
| 8.5(Thermal Conductivity) |
- |
- |
|
- |
| 8.6( Drying Shrinkage ) |
- |
- |
|
- |
| 8.4, 9.2 & 11.3(Indivisual Moisture Content) |
- |
- |
|
- |
| 8.3 & 9.1 Table 1(Indivisual Block Density) |
- |
- |
|
- |
| 8.4, 9.2 & 11.3 & Table 1(Indivisual Compressive strength) |
- |
- |
|
- |
| 3.2 & 8.2(Indivisual Height) |
- |
- |
|
- |
| 3.2 & 8.2(Indivisual Width) |
- |
- |
|
- |
| 3.2 & 8.2(Indivisual Length) |
- |
- |
|
- |
|
26 Sep, 2028 |
- Included w.e.f. 28.03.2024 |
| 43 |
BIS, Southern Regional Laboratory (SRL)
| None
| IS 2185 : Part 3 (1984) |
Concrete Masonry Units Part 3 Autoclaved Cellular Aerated Concrete Blocks |
- |
8200.00 (complete testing charges) View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 8 (Physical requirments) |
- |
|
|
|
| 8.2 (Physical requirments-Dimensions-Length) |
- |
|
|
|
| 8.2 (Physical requirments-Dimensions-Height) |
- |
|
|
|
| 8.2 (Physical requirments-Dimensions-Width) |
- |
|
|
|
| 8.4, 9.2 & 11.3 & Table 1 (Indivisual Compressive strength) |
- |
|
|
|
| 8.3 & 9.1 (Indivisual Moisture Content) |
- |
|
|
|
| 8.3 & 9.1 Table 1 (Indivisual Block Density) |
- |
|
|
|
| 8.3 (Physical requirments- Block density) |
- |
|
|
|
| 3.3 (Faces & Arises) |
- |
|
|
|
| 3.4 (Special Faces) |
- |
|
|
|
|
- |
- 6 blocks with edges preserved
Excluding Excluding Thermal Conductivity and Compression strength,aggregates |
| 44 |
INDIAN TESTING LABORATORY PRIVATE LIMITED, GREATER NOIDA
| 8171306
| IS 2185 : Part 3 (1984) |
Concrete Masonry Units Part 3 Autoclaved Cellular Aerated Concrete Blocks |
GRADE A,B,C |
22500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 8(Physical requirments) |
- |
500 |
|
- |
| 8.2(Physical requirments-Dimensions-Length) |
- |
250 |
|
- |
| 8.2(Physical requirments-Dimensions-Height) |
- |
250 |
|
- |
| 8.2(Physical requirments-Dimensions-Width) |
- |
250 |
|
- |
| 8.3(Physical requirments- Block density) |
- |
2500 |
|
- |
| 8.4(Physical requirments- Compressive strength) |
- |
2500 |
|
- |
| 8.5(Thermal Conductivity) |
- |
8500 |
|
- |
| 8.6( Drying Shrinkage ) |
- |
5000 |
|
- |
| 8.4, 9.2 & 11.3(Indivisual Moisture Content) |
- |
1500 |
|
- |
| 8.4, 9.2 & 11.3(Indivisual Bulk density) |
- |
2500 |
|
- |
| 8.4, 9.2 & 11.3 & Table 1(Indivisual Compressive strength) |
- |
2500 |
|
- |
| 8.3 & 9.1(Indivisual Moisture Content) |
- |
1500 |
|
- |
| 8.3 & 9.1 Table 1(Indivisual Block Density) |
- |
1500 |
|
- |
| 3.2 & 8.2(Indivisual Height) |
- |
500 |
|
- |
| 3.2 & 8.2(Indivisual Width) |
- |
500 |
|
- |
| 3.2 & 8.2(Indivisual Length) |
- |
500 |
|
- |
| 8.6, 9.4 & 11.5(Grade) |
- |
250 |
|
- |
| 3.4(Special Faces) |
- |
250 |
|
- |
| 3.3(Faces & Arises) |
- |
250 |
|
- |
| 3.1(Shape) |
- |
250 |
|
- |
| 8.1.1(General (Exposed wall construction)) |
- |
250 |
|
- |
| 5(MATERIALS) |
- |
250 |
|
- |
| 7(SURFACE TEXTURE AND FINISH) |
- |
250 |
|
- |
| 9.3(Thermal Conductivity) |
- |
8500 |
|
- |
| 15(Marking) |
- |
250 |
|
- |
|
15 Aug, 2028 |
- - |
| 45 |
BIS, Central Laboratory (CL)
| None
| IS 2185 : Part 1 (2005) |
Concrete masonry units - Specification: Part 1 hollow and solid concrete blocks (Third Revision) |
- |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 9.2 & 4.2 (PHYSICAL REQUIREMENTS-Nominal Dimensions 1.Length 2.Hight 3. Width) |
- |
|
|
|
| 9.2 & 4.2.3 (Nominal Dimensions-variation in the length of units ) |
- |
|
|
|
| 9.2 & 4.2.3 (Nominal Dimensions -variation in height and width of units ) |
- |
|
|
|
| 9.5 (PHYSICAL REQUIREMENTS -Water Absorption) |
- |
|
|
|
|
- |
- - |
| 46 |
BIS, Central Laboratory (CL)
| None
| IS 2185 : Part 3 (1984) |
Concrete Masonry Units Part 3 Autoclaved Cellular Aerated Concrete Blocks |
- |
8200.00 (complete testing charges) View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 8.2 (Physical requirments-Dimensions-Length) |
- |
|
|
|
| 8.2 (Physical requirments-Dimensions-Height) |
- |
|
|
|
| 8.2 (Physical requirments-Dimensions-Width) |
- |
|
|
|
|
- |
- Excluding -; Drying shrinkage,Thermal condictivity,Compressive Strength |