| 31 |
IS 16720 (2018) |
Pulverized Fuel Ash-Cement Bricks- Specification |
All Type |
8450 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1 and fig.1A &1B(Dimensions- Length (L) ) |
- |
300 |
|
- |
| 4.1 and fig.1A &1B(Dimensions- Width (B) ) |
- |
300 |
|
- |
| 4.1 and fig.1A &1B(Dimensions- Height (H)) |
- |
300 |
|
- |
| 4.1 & 4.3 and fig.1A &1B(Dimensions - Depth) |
- |
300 |
|
- |
| 4.1 and fig.1A &1B(Dimensions) |
- |
0 |
|
- |
| 4.1 and fig.1A &1B(Dimensions) |
- |
0 |
|
- |
| 5 and Tanle 1 (CLASSIFICATION) |
- |
0 |
|
- |
| 8.1(GENERAL) |
- |
500 |
|
- |
| 8.3(Density
Annex C of IS 2185 (Part 1)) |
- |
750 |
|
- |
| 8.4 and Table 1(Compressive Strength - Individual
IS 3495 (Part 1)) |
- |
2000 |
|
- |
| 8.4 and Table 1(Compressive Strength - Average
IS 3495 (Part 1)) |
- |
500 |
|
- |
| 8.5(Drying Shrinkage
IS 4139) |
- |
2500 |
|
- |
| 8.6(Water Absorption
IS 3495 (Part 2)) |
- |
1000 |
|
- |
|
10 Mar, 2027 |
- - |
| 32 |
IS 16011 (2012) |
Aluminium and aluminium alloy foil for pharmaceutical packaging - Specification |
All Type |
4100 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5- Table-1(Pin hole count- IS 16011) |
- |
300 |
|
- |
| 6(Freedom from defects- IS 16011) |
- |
500 |
|
- |
| 7.1(Al - IS 504) |
- |
300 |
|
- |
| 7.1(Cu - IS 504) |
- |
300 |
|
- |
| 7.1(Mn - IS 504) |
- |
300 |
|
- |
| 7.1(Si - IS 504) |
- |
300 |
|
- |
| 7.1(Fe- IS 504) |
- |
300 |
|
- |
| 7.1(Mn- IS 504) |
- |
300 |
|
- |
| 7.1(Zn- IS 504) |
- |
300 |
|
- |
| 7.1(Cr- IS 504) |
- |
300 |
|
- |
| 7.1(Ti- IS 504) |
- |
300 |
|
- |
| 11(AVERAGE THICKNESS OF BARE FOIL - IS 16011) |
- |
200 |
|
- |
| 13.2(Width- IS 16011) |
- |
200 |
|
- |
| 6(Freedom from defects- IS 16011) |
- |
500 |
|
- |
| 18.1(marking) |
- |
200 |
|
- |
| 16.2.2 ,table -7(SAMPLING) |
- |
200 |
|
- |
| 16.2.1 , table -7(SAMPLING) |
- |
200 |
|
- |
| 15.2(SURFACE CONDITION) |
- |
200 |
|
- |
| 15.1(SURFACE CONDITION) |
- |
500 |
|
- |
| 14.3 table -6(Sealing Strength (for Coated Blister Pack Foil and Pharma Laminate)) |
- |
500 |
|
- |
| 14.2 table -5(Peel Strength (for Pharma Laminate)) |
- |
500 |
|
- |
| 14.1.1(Bursting Strength) |
- |
500 |
|
- |
| 14.1 table -4(Bursting Strength) |
- |
500 |
|
- |
| 13.2 table 3(DIMENSIONS AND TOLERANCES) |
- |
200 |
|
- |
| 13.1(DIMENSIONS AND TOLERANCES) |
- |
200 |
|
- |
| 12.3(Winding) |
- |
200 |
|
- |
| 12.2(Coated Blister Pack Foil) |
- |
500 |
|
- |
| 12.1(Pharma Laminate) |
- |
500 |
|
- |
| 11.2(AVERAGE THICKNESS OF BARE FOIL) |
- |
200 |
|
- |
| 10 TABLE -2(PREFERRED THICKNESSES) |
- |
200 |
|
- |
| 9(LUBRICANTS) |
- |
500 |
|
- |
| 8(SUPPLY OF MATERIAL) |
- |
500 |
|
- |
| 7.5(MATERIAL) |
- |
200 |
|
- |
| 7.4(MATERIAL) |
- |
200 |
|
- |
| 7.3(MATERIAL) |
- |
200 |
|
- |
| 7.2(MATERIAL) |
- |
200 |
|
- |
| 7.1(MATERIAL) |
- |
200 |
|
- |
| 6(FREEDOM FROM DEFECTS) |
- |
500 |
|
- |
| 5 table -1(PINHOLE COUNT) |
- |
200 |
|
- |
| 15.2(SURFACE CONDITION- IS 16011) |
- |
500 |
|
- |
| 15.1(SURFACE CONDITION- IS16011) |
- |
500 |
|
- |
| 14.3-Tsable 6(Sealing Strength (for Pharma Laminate)) |
- |
500 |
|
- |
| 14.3-Tsable 6(Sealing Strength (for Coated Blister Pack Foil )) |
- |
500 |
|
- |
| 14.2-Tsable 5(Peel Strength (for Pharma Laminate)) |
- |
500 |
|
- |
| 14.1-Tsable 4(Bursting strength for pharma laminate) |
- |
500 |
|
- |
| 14.1-Tsable 4(Bursting strength for bare strip pack foil ) |
- |
500 |
|
- |
| 13.2(Width- IS 16011) |
- |
200 |
|
- |
| 13.1(thickness of laminated products - IS 16011) |
- |
200 |
|
- |
| 12.3(Winding- IS 16011) |
- |
200 |
|
- |
| 12.2(Coated Blister Pack Foil- IS 16011) |
- |
200 |
|
- |
| 12.1(Pharma Laminate - IS 16011) |
- |
200 |
|
- |
| 9(LUBRICANTS- IS 16011) |
- |
500 |
|
- |
| 7.5(Material - IS 16011) |
- |
500 |
|
- |
| 7.4(Material - IS 16011) |
- |
500 |
|
- |
| 7.3(Material - IS 16011) |
- |
500 |
|
- |
| 7.2(Material - IS 16011) |
- |
500 |
|
- |
| 7.1(Ti- IS 504) |
- |
300 |
|
- |
| 7.1(Cr- IS 504) |
- |
300 |
|
- |
| 7.1(Zn- IS 504) |
- |
300 |
|
- |
| 7.1(Mn- IS 504) |
- |
300 |
|
- |
| 7.1(Fe- IS 504) |
- |
300 |
|
- |
| 7.1(Si - IS 504) |
- |
300 |
|
- |
| 7.1(Mn - IS 504) |
- |
300 |
|
- |
| 7.1(Cu - IS 504) |
- |
300 |
|
- |
| 7.1(Al - IS 504) |
- |
300 |
|
- |
| 5- Table-1(Pin hole count- IS 16011) |
- |
300 |
|
- |
| 15.2(SURFACE CONDITION- IS 16011) |
- |
200 |
|
- |
| 15.1(SURFACE CONDITION- IS16011) |
- |
200 |
|
- |
| 14.3-Tsable 6(Sealing Strength (for Pharma Laminate)) |
- |
500 |
|
- |
| 14.3-Tsable 6(Sealing Strength (for Coated Blister Pack Foil )) |
- |
500 |
|
- |
| 14.2-Tsable 5(Peel Strength (for Pharma Laminate)) |
- |
500 |
|
- |
| 14.1-Tsable 4(Bursting strength for pharma laminate) |
- |
500 |
|
- |
| 14.1-Tsable 4(Bursting strength for bare strip pack foil ) |
- |
500 |
|
- |
| 7.2(Material - IS 16011) |
- |
200 |
|
- |
| 7.3(Material - IS 16011) |
- |
200 |
|
- |
| 7.4(Material - IS 16011) |
- |
200 |
|
- |
| 7.5(Material - IS 16011) |
- |
200 |
|
- |
| 9(LUBRICANTS- IS 16011) |
- |
200 |
|
- |
| 11(AVERAGE THICKNESS OF BARE FOIL - IS 16011) |
- |
200 |
|
- |
| 12.1(Pharma Laminate - IS 16011) |
- |
200 |
|
- |
| 12.2(Coated Blister Pack Foil- IS 16011) |
- |
200 |
|
- |
| 12.3(Winding- IS 16011) |
- |
200 |
|
- |
| 13.1(thickness of laminated products - IS 16011) |
- |
200 |
|
- |
|
10 Mar, 2027 |
- - |
| 33 |
IS 736 (1986) |
Specification for wrought aluminium and aluminium alloy plate for general engineering purposes (Third Revision) |
All Type |
7200 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4(Freedom from defect) |
- |
400 |
|
- |
| 5(chemical composition) |
- |
2700 |
|
- |
| 6.1 table 2(0.2% proof strength) |
- |
1000 |
|
- |
| 6.1 table 2(tensile strength) |
- |
1500 |
|
- |
| 6.1 table 2(Elongation) |
- |
1000 |
|
- |
| 8(Dimensions & Tolerances) |
- |
600 |
|
- |
|
10 Mar, 2027 |
- - |
| 34 |
IS 2590 (1987) |
Specification for primary aluminium ingots for remelting for general engineering purposes (Second Revision) |
All Type |
4300 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(General requirements ) |
- |
0 |
|
- |
| 4(Manufacture ) |
- |
0 |
|
- |
| 5(Grades) |
- |
0 |
|
- |
| 6.1(Chemical composition ) |
- |
3500 |
|
- |
| 7.1(Shapes and sizes) |
- |
600 |
|
- |
| 9(Marking) |
- |
200 |
|
- |
|
10 Mar, 2027 |
- - |
| 35 |
IS 4026 (2007) |
Aluminium ingots, billets and wire bars (Ec Grade) (Fourth Revision) |
All Type |
3600 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7(Shapes and Sizes) |
- |
600 |
|
- |
| Clause 8 Table 1(CHEMICAL COMPOSITION
1) Aluminium ,& min) |
- |
500 |
|
- |
| Clause 8 Table 1(2) Silicon) |
- |
500 |
|
- |
| Clause 8 Table 1(Chemical Composition
3) Iron) |
- |
500 |
|
- |
| Clause 8 Table 1(Chemical Composition
4) Copper) |
- |
500 |
|
- |
| Clause 8 Table 1(Chemical Composition
5) Titanium+ Vanadiun) |
- |
500 |
|
- |
| Clause 8 Table 1(Chemical Composition
6) Manganese, Zirconium and Chromium) |
- |
500 |
|
- |
|
10 Mar, 2027 |
- - |
| 36 |
IS 2745 (1983) |
Specification for non - Metal helmet for firemen and civil defence personnel (Second Revision) |
All Type |
17200 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 3(Shell, Protective padding, Retention System & Neck protector) |
- |
2500 |
|
- |
| Cl 4.1(Size Of Helmet) |
- |
1000 |
|
- |
| Cl 5( Shell, Protective Padding, Brim, Head band, Chin Strap, Cradle, Neck Protector & Visor) |
- |
4500 |
|
- |
| Cl 6(Workmanship & Finish) |
- |
1500 |
|
- |
| Cl 7(Mass) |
- |
500 |
|
- |
| Cl 9(Shock absorption test, Penitration resistance, Strength of Retention system, Electrical resistance, Water Absorption & Flammability resistance) |
- |
7200 |
|
- |
| Cl 3(Shell, Protective padding, Retention System & Neck protector) |
- |
2500 |
|
- |
| Cl 4.1(Size Of Helmet) |
- |
1000 |
|
- |
| Cl 5( Shell, Protective Padding, Brim, Head band, Chin Strap, Cradle, Neck Protector & Visor) |
- |
4500 |
|
- |
| Cl 6(Workmanship & Finish) |
- |
1500 |
|
- |
| Cl 7(Mass) |
- |
500 |
|
- |
| Cl 9(Shock absorption test, Penitration resistance, Strength of Retention system, Electrical resistance, Water Absorption & Flammability resistance) |
- |
7200 |
|
For BIS samples: 1.5 times of BIS testing charges (10% discount to BIS) |
|
10 Mar, 2027 |
- - |
| 37 |
IS 9562 (1980) |
Specification for non - Metal helmet for police force |
All Type |
16400 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 3(Shell, Protective padding & Retention System) |
- |
2500 |
|
- |
| Cl 4.1(Size Of Helmet) |
- |
1000 |
|
- |
| Cl 5( Shell, Protective Padding, Brim, Head band, Chin Strap, Cradle, Neck Protector & Visor) |
- |
4500 |
|
- |
| Cl 6(Workmanship & Finish) |
- |
700 |
|
- |
| Cl 7(Mass) |
- |
500 |
|
- |
| Cl 9(Shock absorption test, Penitration resistance, Strength of Retention system, Rigidity test, Water Absorption, Flammability resistance & Firing Test) |
- |
7200 |
|
- |
| Cl 3(Shell, Protective padding & Retention System) |
- |
2500 |
|
- |
| Cl 4.1(Size Of Helmet) |
- |
1000 |
|
- |
| Cl 5( Shell, Protective Padding, Brim, Head band, Chin Strap, Cradle, Neck Protector & Visor) |
- |
4500 |
|
- |
| Cl 6(Workmanship & Finish) |
- |
700 |
|
- |
| Cl 7(Mass) |
- |
500 |
|
- |
| Cl 9(Shock absorption test, Penitration resistance, Strength of Retention system, Rigidity test, Water Absorption, Flammability resistance & Firing Test) |
- |
7200 |
|
For BIS samples: 1.5 times of BIS testing charges (10% discount to BIS) |
|
10 Mar, 2027 |
- Cl 9 (Shock absorption test, Penetration resistance, Strength of Retention system, Rigidity test, Water Absorption, Flammability resistance & Firing Test) |
| 38 |
IS 9103 (1999) |
Specification for Concrete Admixtures - |
All Type |
30200 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 9, Table- 2(Dry material content ) |
- |
1000 |
|
- |
| Clause 9, Table- 2(Ash content) |
- |
750 |
|
- |
| Clause 9, Table- 2(Relative density) |
- |
750 |
|
- |
| Clause 9, Table- 2(Chloride ion content) |
- |
1200 |
|
- |
| Clause 9, Table- 2( pH) |
- |
500 |
|
- |
| Clause 9, Table- 2(Dry material content ) |
- |
1000 |
|
- |
| Clause 9, Table- 2(Ash content) |
- |
750 |
|
- |
| Clause 9, Table- 2(Relative density) |
- |
750 |
|
- |
| Clause 9, Table- 2(Chloride ion content) |
- |
1200 |
|
- |
| Clause 9, Table- 2( pH) |
- |
500 |
|
- |
| Cl 4, Table 1A(Slump) |
- |
2500 |
|
- |
| Cl 4, Table 1 B(Flow, Loss of workability on satnding, Minimum compressive strength ( 7 Days,28 Days, 6 Month and 1 Year)) |
- |
5500 |
|
- |
| Cl 4, Table 1A(Water Content, percent of control sample, Max) |
- |
2000 |
|
- |
| Cl 4, Table 1 B(Flow) |
- |
5500 |
|
- |
| Cl 4, Table 1A(Time of setting, allowable deviation from control sample hours) |
- |
3000 |
|
- |
| Cl 4, Table 1A(Compressive strength, percent of control sample, Min) |
- |
5500 |
|
- |
| Cl 4, Table 1A(Flexural strength, percent of control sample, Min) |
- |
4000 |
|
- |
| Cl 4, Table 1A(Length change, percent increase over control sample, Max) |
- |
4000 |
|
- |
| Cl 4, Table 1A(Bleeding, percent increase over control sample, Max) |
- |
4000 |
|
- |
| Cl 4, Table 1A(Loss of workability) |
- |
3500 |
|
- |
| Cl 4, Table 1A(Air content (%), Max, over control) |
- |
2500 |
|
- |
| Cl 4, Table 1 B(Loss of workability on standing) |
- |
3500 |
|
- |
| Cl 4, Table 1 B(Minimum compressive strength ( 7 Days,28 Days, 6 Month and 1 Year)) |
- |
5500 |
|
- |
| 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) |
- |
0 |
|
- |
| 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 |
|
- |
| Cl 9 Table 2(Dry material content ( a-For liquid admixture, b- For solid admixture), Ash content, Relative density, Chloride ion content, pH) |
- |
0 |
|
- |
|
10 Mar, 2027 |
- - |
| 39 |
IS 446 (2017) |
Rubber hoses, textile - Reinforced, for compressed air - Specification (Fifth Revision) |
All Type |
14800 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.3(Cut Lengths) |
- |
300 |
|
- |
| 5.2(Thickness of Cover) |
- |
300 |
|
- |
| 5.2(Thickness of Lining) |
- |
300 |
|
- |
| 5.1, Table-1(Internal Diameter) |
- |
300 |
|
- |
| 7.2, Table 3(Low temperature Flexibility) |
- |
2000 |
|
- |
| 7.2, Table 3(Flexibility at 23°C) |
- |
1500 |
|
- |
| 7.2, Table 3(Ozone Resistance) |
- |
2500 |
|
- |
| 7.2, Table 3(Adhesion between Components- Cover and Reinforcement) |
- |
1000 |
|
- |
| 7.2, Table 3(Adhesion between Components- Reinforcement layers) |
- |
1000 |
|
- |
| 7.2, Table 3(Adhesion between Components- Lining and Reinforcement) |
- |
1000 |
|
- |
| 7.2, Table 3(Minimum Bursting Pressure for type 3) |
- |
2000 |
|
- |
| 7.2, Table 3(Minimum Bursting Pressure for type 2) |
- |
2000 |
|
- |
| 7.2, Table 3(Minimum Bursting Pressure for type 1) |
- |
2000 |
|
- |
| 7.2, Table 3(Change in Diameeter at Maximum working Pressure) |
- |
2000 |
|
- |
| 7.2, Table 3(Change in Length at Maximum working Pressure) |
- |
2000 |
|
- |
| 7.2, Table 3(Proof Pressure at 23°C for type 3) |
- |
2000 |
|
- |
| 7.2, Table 3(Proof Pressure at 23°C for type 2) |
- |
2000 |
|
- |
| 7.2, Table 3(Proof Pressure at 23°C for type 1) |
- |
2000 |
|
- |
| 7.1, Table 2(Resistance to Liquid , Increase in Volume (Class C only)-Cover) |
- |
750 |
|
- |
| 7.1, Table 2(Resistance to Liquid , Increase in Volume (Class C only)-Lining) |
- |
750 |
|
- |
| 7.1, Table 2(Resistance to Liquid , Increase in Volume (Class B only)-Lining) |
- |
750 |
|
- |
| 7.1, Table 2(Accelerated Ageing for all types: Change in Elongation of Cover of its original value) |
- |
2000 |
|
- |
| 7.1, Table 2(Accelerated Ageing for all types: Change in Elongation of Lining of its original value) |
- |
2000 |
|
- |
| 7.1, Table 2(Accelerated Ageing for all types: Change in Tensile Strength of Cover of its original value) |
- |
2000 |
|
- |
| 7.1, Table 2(Accelerated Ageing for all types: Change in Tensile Strength of Lining of its original value) |
- |
2000 |
|
- |
| 7.1, Table 2(Elongation at Break of Cover of all types) |
- |
1000 |
|
- |
| 7.1, Table 2(Elongation at Break of Lining of all types) |
- |
1000 |
|
- |
| 7.1, Table 2(Tensile Strength of Cover) |
- |
1000 |
|
- |
| 7.1, Table 2(Tensile Strength of Lining) |
- |
1000 |
|
- |
| 6, Dimensions(Thickness of Cover of Type 3) |
- |
300 |
|
- |
| 6, Dimensions(Thickness of Cover of Type 2) |
- |
300 |
|
- |
| 6, Dimensions(Thickness of Cover of Type 1) |
- |
300 |
|
- |
| 6, Dimensions(Thickness of Lining of Type 3) |
- |
300 |
|
- |
| 6, Dimensions(Thickness of Lining of Type 2) |
- |
300 |
|
- |
| 6, Dimensions(Thickness of Lining of Type 1) |
- |
300 |
|
- |
| 6, Dimensions(Tolerance on Length) |
- |
300 |
|
- |
| 6, Dimensions(Concentricity) |
- |
300 |
|
- |
| 6, Dimensions(Internal Diameter) |
- |
300 |
|
- |
| 5(Material and Construction) |
- |
1000 |
|
- |
| Cl 4(Classification) |
- |
500 |
|
- |
|
10 Mar, 2027 |
- - |
| 40 |
IS 937 (1981) |
Specification for Washers For Water Fittings For Fire Fighting Purposes |
All Type |
9600 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 2.1(Hardness of Rubber before & after Ageing) |
- |
2000 |
|
- |
| 2.1(Elongation at Break before & after Ageing) |
- |
4500 |
|
- |
| 2.1() |
- |
4500 |
|
- |
| 2.1(Acid & Alkali Resistant Test) |
- |
2500 |
|
- |
| 4.1(Size & Dimension) |
- |
200 |
|
- |
| 5.1(Workmanship and Finish) |
- |
200 |
|
- |
| 6.1(Marking) |
- |
200 |
|
- |
| 2.2(Leather - IS 581) |
- |
0 |
|
- |
|
10 Mar, 2027 |
- - |
| 41 |
IS 291 (1989) |
Naval brass rods and sections for machining purposes - Specification (Third Revision) |
All Type |
6000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl. No.5(CONDITION) |
- |
200 |
|
- |
| Cl. No.6(FREEDOM FROM DEFECTS) |
- |
500 |
|
- |
| Cl. No.7.1(Sizes) |
- |
500 |
|
- |
| Cl. No.7.2(Tolerances) |
- |
200 |
|
- |
| Cl. No.8, Table no. 1(CHEMICAL COMPOSITION) |
- |
2400 |
|
- |
| Cl. No.9, Table no. 2(Tensile properties) |
- |
1500 |
|
- |
| Cl. No.10(MERCUROUS NITRATE TEST) |
- |
700 |
|
- |
| Cl. No.14(MARKING) |
- |
200 |
|
- |
|
10 Mar, 2027 |
- - |
| 42 |
IS 6527 (1995) |
Stainless steel wire rods - Specification (First Revision) |
All Type |
11000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 8(Heat Treatment) |
- |
1000 |
|
- |
| Cl 9(Tensile & Hardness) |
- |
3000 |
|
- |
| Cl 10(Diameter & Out Of Round) |
- |
300 |
|
- |
| 10 & 10.1, Dia over 20 mm (Out of round) |
- |
300 |
|
- |
| 10 & 10.1, Dia over 20 mm (Size, Tolerance) |
- |
300 |
|
- |
| 10 & 10.1, Dia over 16 mm upto 20 mm (Out of round) |
- |
300 |
|
- |
| 10 & 10.1, Dia over 16 mm upto 20 mm (Size, Tolerance) |
- |
300 |
|
- |
| 10 & 10.1, Dia over 9.5 mm upto 16 mm (Out of round) |
- |
300 |
|
- |
| 10 & 10.1, Dia over 9.5 mm upto 16 mm (Size, Tolerance) |
- |
300 |
|
- |
| 10 & 10.1, Dia- (5.5-9.5 mm)(Out of round) |
- |
300 |
|
- |
| 10 & 10.1, Dia- (5.5-9.5 mm)(Size, Tolerance) |
- |
300 |
|
- |
| Cl. 9.2 Table 4(Hardness) |
- |
1500 |
|
- |
| Cl. 9 .1 Table 3(Elongation) |
- |
1000 |
|
- |
| Cl. 9 .1 Table 3(0.2 % Proof Stress ) |
- |
1000 |
|
- |
| Cl. 6(Freedom from defects) |
- |
500 |
|
- |
| Cl. 10.1(Out of Round) |
- |
300 |
|
- |
| 7,
Table 1of IS:6527 (Designation X10Cr17Mn6Ni4)(Carbon) |
- |
300 |
|
- |
| 7,
Table 1of IS:6527 (Designation X10Cr17Mn6Ni4)(Silicon) |
- |
300 |
|
- |
| 7,
Table 1of IS:6527 (Designation X10Cr17Mn6Ni4)(Manganese) |
- |
300 |
|
- |
| 7,
Table 1of IS:6527 (Designation X10Cr17Mn6Ni4)(Nickel) |
- |
300 |
|
- |
| 7,
Table 1of IS:6527 (Designation X10Cr17Mn6Ni4)(Chromium) |
- |
300 |
|
- |
| 7,
Table 1of IS:6527 (Designation X10Cr17Mn6Ni4)(Sulphur) |
- |
300 |
|
- |
| 7,
Table 1of IS:6527 (Designation X10Cr17Mn6Ni4)(Phosphorous) |
- |
300 |
|
- |
| 7,
Table 1of IS:6527 (Designation X10Cr17Mn6Ni4)(Nitrogen) |
- |
300 |
|
- |
| 7,
Table 1of IS:6527 (Designation X10Cr17Mn6Ni4)(Copper) |
- |
300 |
|
- |
| 7,
Table 1of IS:6527 (Designation X10Cr17Mn6Ni4)(Molybdenum) |
- |
300 |
|
- |
| 7,
Table 1of IS:6527 (Designation X10Cr17Mn6Ni4)(Niobium) |
- |
300 |
|
- |
| 7,
Table 1of IS:6527 (Designation X10Cr17Mn6Ni4)(Titanium) |
- |
300 |
|
- |
| 13(Corrosion resistance-IS 10461,Part-1 & 2) |
- |
5000 |
|
- |
| 13(Corrosion Resistance - IS 10461) |
- |
5000 |
|
- |
| 15(Marking) |
- |
200 |
|
- |
|
10 Mar, 2027 |
- - |
| 43 |
IS 1659 (2004) |
Block boards - Specification (Fourth Revision) |
All Type |
7750 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 9.2.6(Spot test - Annexure L) |
- |
1000 |
|
- |
| 9.2.5(Modulus of elasticity - MINIMUM INDIVIDUAL - Annexure K) |
- |
700 |
|
- |
| 9.2.5(Modulus of elasticity - AVERAGE - Annexure K) |
- |
700 |
|
- |
| 9.2.5(Modulus of rupture - MINIMUM INDIVIDUAL - Annexure K) |
- |
700 |
|
- |
| 9.2.5(Modulus of rupture - AVERAGE - Annexure K) |
- |
700 |
|
- |
| 9.2.4(Mycological Test [for MR grade only] - Annexure J) |
- |
1500 |
|
- |
| 9.2.3(Adhesion of Plies - Annexure H) |
- |
750 |
|
- |
| 9.2.2 (Resistance to water - Annexure G, Annexure H [For MR Grade]) |
- |
600 |
|
- |
| 9.2.2 (Resistance to water - Annexure G, Annexure H [For BWP grade]) |
- |
600 |
|
- |
| 9.2.1(Dimensional Changes caused by humidity Change in local planeness - Annexure F) |
- |
500 |
|
- |
| 9.2.1(Dimensional Changes caused by humidity - Delamination - Annexure F) |
- |
500 |
|
- |
| 9.2.1(Dimensional Changes caused by humidity - Change in thickness - at 40% RH - Annexure F) |
- |
500 |
|
- |
| 9.2.1(Dimensional Changes caused by humidity - Change in Thickness - at 90% RH - Annexure F) |
- |
500 |
|
- |
| 9.2.1(Dimensional Changes caused by humidity - Change in Length - at 40% RH - Annexure F) |
- |
500 |
|
- |
| 9.2.1(Dimensional Changes caused by humidity - Change in Length - at 90% RH - Annexure F) |
- |
500 |
|
- |
| 7.3(Dimensional Requirements - Variation in thickness - Annexure E) |
- |
200 |
|
- |
| 7.3(Dimensional Requirements - Squareness - Annexure D) |
- |
500 |
|
- |
| 7.3(Dimensional Requirements - Edge Straightness - Annexure D) |
- |
500 |
|
- |
| 7.3(Dimensional Requirements - Thickness - Annexure E) |
- |
200 |
|
- |
| 7.3(Dimensional Requirements - Width - 8.1.4) |
- |
200 |
|
- |
| 7.3(Dimensional Requirements - Length - 8.1.4) |
- |
200 |
|
- |
| 8.1.3, 6.3.3, IS 1328(Visual Inspection - Permissible Defects - IS 1328 [test method for DECORATIVE type]) |
- |
200 |
|
- |
| 8.1.3, 6.3.3, IS 303(Visual Inspection - Permissible Defects - IS 303 [test method for COMMERCIAL type]) |
- |
200 |
|
- |
| 9.2.6 (mechanical)(Spot test - Annexure L) |
- |
1000 |
|
- |
| cl. 11(marking) |
- |
200 |
|
- |
|
10 Mar, 2027 |
- - |
| 44 |
IS 1237 (2012) |
Cement Concrete Flooring Tiles - Specification |
All Type |
7200 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer) |
- |
1200 |
|
- |
| Cl 12.2(Concavity & Convexity ) |
- |
500 |
|
- |
| Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.) |
- |
500 |
|
- |
| Cl 12.4(Shall not exceed 1 percent of the length of the edge.) |
- |
500 |
|
- |
| Cl 12.5(Water absorption) |
- |
1000 |
|
- |
| Cl 12.6(Wet transverse strength ) |
- |
1500 |
|
- |
| Cl 12.7(Resistance to wear) |
- |
1500 |
|
- |
| Cl 11(Suface Finish) |
- |
500 |
|
- |
|
10 Mar, 2027 |
- - |
| 45 |
IS 277 (2018) |
Galvanized steel strips and sheets (Plain And Corrugated) - Specification (Seventh Revision) |
All Type |
4600 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 8.1(UTM) |
- |
1500 |
|
- |
| Cl 8.2(Press) |
- |
500 |
|
- |
| Cl 10(Galvanising Test) |
- |
500 |
|
- |
| Cl 12(Workmanship) |
- |
200 |
|
- |
| Cl 13(Weight) |
- |
300 |
|
- |
| Cl 14(Length, Width & Thickness) |
- |
600 |
|
- |
| 7.4(Mass of Coating: Single Spot Test) |
- |
1000 |
|
- |
| 7.4(Mass of Coating: Triple Spot Test) |
- |
1000 |
|
- |
| 7.1 & 10.2(Mass of Coating: Single Spot Test) |
- |
1000 |
|
- |
| 7.1 & 10.2(Mass of Coating: Triple Spot Test) |
- |
1000 |
|
- |
| 5.1(phosphorus) |
- |
300 |
|
- |
| 5.1(copper) |
- |
300 |
|
- |
| 5.1(nitrogen) |
- |
300 |
|
- |
| 5.1(micro alloy) |
- |
300 |
|
- |
| 5.1(aluminium) |
- |
300 |
|
- |
| 5.1(silicon ) |
- |
300 |
|
- |
| 5.1(manganese) |
- |
300 |
|
- |
| 5.1(sulphur) |
- |
300 |
|
- |
| 5.1(carbon) |
- |
300 |
|
- |
| Cl. 14 & Cl. 15(Pitch of corrugation (average of 4)) |
- |
200 |
|
- |
| Cl. 14 & Cl. 15(Depth of corrugation (average of 4)) |
- |
200 |
|
- |
| Cl. 14 & Cl. 15 (Cl. 14 & Cl 15 (Number of Corrugation)) |
- |
200 |
|
- |
| Cl. 14 & Cl. 15 (Cl. 14 & Cl 15 (Difference between Diagonal)) |
- |
200 |
|
- |
| Cl. 14 & Cl. 15 (Cl. 14 & Cl. 15 (Thickness)) |
- |
200 |
|
- |
| Cl. 14 (Cl. 14 & Cl 15 (Width)) |
- |
200 |
|
- |
| Cl. 14 (Cl. 14 & Cl 15 (Length)) |
- |
200 |
|
- |
| Cl.12(Freedom from defects) |
- |
200 |
|
- |
| Cl. 8.1 (Cl. 8.1 (Percentage Elongation )) |
- |
1000 |
|
- |
| Cl. 8.1 (Cl. 8.1 (Yield Stress)) |
- |
1000 |
|
- |
| Cl. 8.1 (Cl. 8.1 (Tensile Strength)) |
- |
1000 |
|
- |
| cl 5.1, T-1, Note-5, For Microalloying elements(Nb+V+Ti+B) |
- |
300 |
|
- |
| cl 5.1, T-1, Note-5, For Microalloying elements(B) |
- |
300 |
|
- |
| cl 5.1, T-1, Note-5, For Microalloying elements(Ti) |
- |
300 |
|
- |
| cl 5.1, T-1, Note-5, For Microalloying elements(V) |
- |
300 |
|
- |
| cl 5.1, T-1, Note-5, For Microalloying elements(Nb) |
- |
300 |
|
- |
| cl 5.1, T-1, Note-4, For Cu bearing quality(Cu) |
- |
300 |
|
- |
| cl 5.1, T-1, Note-2, When Al-Si killed(Si) |
- |
300 |
|
- |
| cl 5.1, T-1, Note-2, When Si killed(Si) |
- |
300 |
|
- |
| cl 5.1, T-1, Note-2, When Al killed(Al) |
- |
300 |
|
- |
| Cl. 9(Surface roughness) |
- |
200 |
|
- |
| 7.6(Coating finish type) |
- |
200 |
|
- |
| 8.3(Bend test miniral diameter) |
- |
500 |
|
- |
|
10 Mar, 2027 |
- - |
| 46 |
IS 12818 (2010) |
Unplasticized polyvinyl chloride (Pvc - U) screen and casing pipes for bore/tubewells - Specification (Second Revision) |
All Type |
17750 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 9.6(Vicat Softening Temperature
IS 12235 (Part 2).) |
- |
1500 |
|
- |
| 9.5(Tensile Strength
IS 12235(Part 13)) |
- |
1500 |
|
- |
| 9.4 and Table 14(Resistance to External Blows at 0 ?C
IS 12235 (Part 9)) |
- |
1500 |
|
- |
| 9.3(Density
IS 12235 (Part 14)) |
- |
750 |
|
- |
| 9.1( Visual Appearance) |
- |
500 |
|
- |
| 9.2(Internal Diameter) |
- |
300 |
|
- |
| 8.4.1 and Table 13
Fig 3B & 4B(Dimensions of sealing elements) |
- |
300 |
|
- |
| 8.4.1 and Table 13
Fig 3B & 4B(Dimensions of sealing elements) |
- |
300 |
|
- |
| 8.4.1 and Table 13
Fig 3B & 4B(Dimensions of sealing elements) |
- |
300 |
|
- |
| 8.4.1 and Table 13
Fig 3B & 4B(Dimensions of sealing elements) |
- |
300 |
|
- |
| 8.4.1 and Table 13
Fig 3B & 4B(Dimensions of sealing elements) |
- |
300 |
|
- |
| 8.4.1 and Table 13
Fig 3B & 4B(Dimensions of sealing elements) |
- |
300 |
|
- |
| 8.4.1 and Table 13
Fig 3B & 4B(Dimensions of sealing elements) |
- |
300 |
|
- |
| 8.4(Sealing rings - Hardness) |
- |
1000 |
|
- |
| 8.1 to 8.3 and Table 11 &12
Fig 3A & 4A(THREADING OF SCREEN ANDCASING PIPES.
IS 554.) |
- |
300 |
|
- |
| 8.1 to 8.3 and Table 11 &12
Fig 3A & 4A(THREADING OF SCREEN ANDCASING PIPES.
IS 554.) |
- |
300 |
|
- |
| 7.5 and Table 10
Fig 2A & 2B(Approximate Free Passage Area, in Percent (Mean Value) for Width of Slot (w)) |
- |
300 |
|
- |
| 7.5 and Table 10
Fig 2A & 2B(Minimum number of slots on the circumference of the cross-section.) |
- |
300 |
|
- |
| 7.5 and Table 10
Fig 2A & 2B(Summation of slot lengths over internal circumference of the cross- section.) |
- |
300 |
|
- |
| 7.4 Table 8 & 9 Fig 1(Segmental length for Spigot (average of 4.0)) |
- |
300 |
|
- |
| 7.4 Table 8 & 9 Fig 1(Segmental length,mm for socket (average of 4.0)) |
- |
300 |
|
- |
| 7.4 Table 8 & 9
Fig 1(Segmental length, l3) |
- |
300 |
|
- |
| 7.4 Table 8 & 9
Fig 1(Effective length, l2) |
- |
300 |
|
- |
| 7.3.2(Rib height) |
- |
300 |
|
- |
| 7.3.1(No.of Ribs) |
- |
300 |
|
- |
| 7.2 and Table 5, 6 & 7
Fig 1B(Wall thickness, Max) |
- |
300 |
|
- |
| 7.2 and Table 5, 6 & 7
Fig 1B(Wall thickness, Min) |
- |
300 |
|
- |
| 7.1, 7.2 and Table 5, 6 & 7 Fig 1B(Mean outside dia over connection,mm (Take 4 reading and maximum valu reported)) |
- |
300 |
|
- |
| 7.1, 7.2 and Table 5, 6 & 7 Fig 1B(Outer Diameter at any point, Max) |
- |
300 |
|
- |
| 7.1, 7.2 and Table 5, 6 & 7 Fig 1B(Outer Diameter at any point , Min) |
- |
300 |
|
- |
| 7.2 and Table 5, 6 & 7
Fig 1B(Mean Outer Diameter of Pipe , Max) |
- |
300 |
|
- |
| 7.2 and Table 5, 6 & 7
Fig 1B(Mean Outer Diameter of Pipe, Min) |
- |
300 |
|
- |
| 7.2 and Table 5, 6 & 7
Fig 1B(Nominal Diameter) |
- |
300 |
|
- |
| 7.2 and Table 5, 6 & 7
Fig 1B(DIMENSIONS - Casing Pipes) |
- |
300 |
|
- |
| 7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Wall thickness) |
- |
300 |
|
- |
| 7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Mean Outer Diameter over Connection) |
- |
300 |
|
- |
| 7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Outer Diameter at any point ) |
- |
300 |
|
- |
| 7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Mean Outer Diameter of Pipe) |
- |
300 |
|
- |
| 7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Nominal Diameter) |
- |
300 |
|
- |
| 4.1.2 (Ref. Cl 11 of IS 4669)(Composition -Sulphated ash content ) |
- |
1200 |
|
- |
| 4.1.2 (Ref. Cl 5.1. of IS 4669)(Composition - Loss on heating ) |
- |
500 |
|
- |
| 4.1.1 (Ref. 3.4.1. of IS 10151)(Composition - The monomer content (VCM content) in the
resin - Annex A ofIS 10151) |
- |
1500 |
|
- |
| 5(COLOUR) |
- |
200 |
|
- |
| 8.4(Sealing elements
a. Elastomeric material
b. Shore A hardness of sealing Elements
) |
- |
2000 |
|
- |
| 8.4(Width b) |
- |
300 |
|
- |
| 8.3.1
&
8.3.2
(Threading of casing pipe (from 100 to 200 DN Table – 11 & Fig. 3A) & (from 250 to 400 DN Table – 12 & Fig. 4A)
Outside diameter
d1(+0, -0.3)
d2
d3
D1 (+0.3, -0)
D2
D4
D5 (+0.3, -0)
Z
h3 (+0, -0.1)
H4 (+0, -0.1)
) |
- |
300 |
|
- |
| 8.2(Threading of casing pipe As per IS 554 (from 40 to 80mm DN)
Number of threads in 25.4mm
Pitch (P)
Height of thread (h)
Major (Gauge Diameter) d
Pitch(d2)
Minor (d1)
External Thread gauge length
Nominal
No. of turns of thread
max
min
) |
- |
300 |
|
- |
| 7.5.1
7.5.2
(Slot Dimension (Table 10) Fig 2A & 2B
a. Minimum number of slot on the circumference
b. Σa±5%
c. Mean value of approximate free passage area (%) for width of slot (w)
d. Tolerance on width of slot (w)
e. Width of material between slot (b)) |
- |
300 |
|
- |
| 5.0(Colour of Pipes) |
- |
200 |
|
- |
| 9.7(Effect on Water
a) Lead (first extraction)
b) Lead (Third extraction)
c) Dialkyl Tin C4 & higher homologues measured as Tin (Third extraction)
d) Cadmium (All three extracts)
e) Mercury (All three extracts)
f) Other Toxic Substances
) |
- |
7500 |
|
- |
| 4.1.2(K-Value as per IS-4669) |
- |
5000 |
|
- |
| 4.1.1
(VCM Content as per IS 10151 (Annex A)) |
- |
2000 |
|
- |
| 7.1(Screen Pipes) |
- |
300 |
|
- |
| 11(Marking) |
- |
200 |
|
- |
| 5.1(Materials) |
- |
10000 |
|
- |
|
10 Mar, 2027 |
- - |
| 47 |
IS 14887 (2014) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packaging of 50 kg food grains – Specification (first revision) |
All Type |
15700 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.2(Tapes – Width and Thickness
( IS 6192/IS 11197)) |
- |
100 |
|
- |
| 3.2(Tapes – Linear Density
(IS 6192/IS 11197)) |
- |
100 |
|
- |
| 3.2(Tapes – Tenacity (IS 6192/IS 11197)) |
- |
100 |
|
- |
| 3.2(Tapes – Elongation at point of rupture
(IS 6192/IS 11197)) |
- |
1000 |
|
- |
| 3.2(Tapes – Heat Shrinkage (HDPE) (Cl. 3.2 and IS 6192)) |
- |
800 |
|
- |
| 3.2(Tapes – Colour Fastness for pigmented tapes (IS 6192/IS 11197)) |
- |
500 |
|
- |
| 3.2(Tapes – Dimensional stability (PP)
(IS 11197)) |
- |
500 |
|
- |
| 3.3.1(Bottom seam (IS 10789)) |
- |
200 |
|
- |
| 4.1 and 3.4(Mass of bale (Cl. 4.1), Capacity (Cl 3.4)) |
- |
200 |
|
- |
| 4.2 and Table 1 ii(Dimensions ) |
- |
200 |
|
- |
| 5.2 and Table 1 iii(Ends per dm ) |
- |
100 |
|
- |
| 5.2 and Table 1 iv(Picks per dm ) |
- |
100 |
|
- |
| 4.2 and Table 1 v(Mass of sack ) |
- |
500 |
|
- |
| 4.2 and Table 1 vi(Average breaking strength of fabric ) |
- |
1000 |
|
- |
| 4.2 and Table 1 vi(Breaking strength of bottom seam ) |
- |
1000 |
|
- |
| 4.2 and Table 1 viii(Elongation at break of fabric ) |
- |
1000 |
|
- |
| 4.2 and Table 1 ix(Average breaking strength and elongation at break of UV stabilized HDPE/PP fabric after been exposed to UV radiation and weathering ) |
- |
8500 |
|
- |
| 4.2 and Table 1 x(Ash content ) |
- |
800 |
|
- |
| 3.1(Material Identification) |
- |
3500 |
|
- |
| 3.1(Overall Migration) |
- |
2500 |
|
- |
| 3.2(Density) |
- |
750 |
|
- |
| 3.2(MFI) |
- |
1200 |
|
- |
|
10 Mar, 2027 |
- - |
| 48 |
IS 14252 (2015) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sack for filling sand – Specification (second revision) |
All Type |
15400 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(Raw Material) |
- |
2500 |
|
- |
| 3.2(Tapes – Width
) |
- |
100 |
|
- |
| 3.2(Tapes – Linear Density
) |
- |
750 |
|
- |
| 3.3(Tying Cord) |
- |
250 |
|
- |
| 3.4(Sack) |
- |
400 |
|
- |
| 3.4.1(Seam) |
- |
250 |
|
- |
| 4.1 and Table 1 i a(Dimensions Outside Length) |
- |
200 |
|
- |
| 4.1 and Table 1 i b(Dimensions Outside Width) |
- |
200 |
|
- |
| 4.1 and Table 1 ii(Ends per dm ) |
- |
200 |
|
- |
| 4.1 and Table 1 iii(Picks per dm ) |
- |
200 |
|
- |
| 4.2 and Table 1 iv(Mass of sack
) |
- |
500 |
|
- |
| 4.1 and Table 1 v a(Average breaking strength of fabric Warpway
) |
- |
1000 |
|
- |
| 4.1 and Table 1 v b(Average breaking strength of fabric Weftway
) |
- |
1000 |
|
- |
| 4.1 and Table 1 vi(Average Breaking strength of bottom seam ) |
- |
1000 |
|
- |
| 4.1 and Table 1 vii a(Elongation at break of fabric Lengthwise) |
- |
1000 |
|
- |
| 4.1 and Table 1 vii b(Elongation at break of fabric Widthwise ) |
- |
1000 |
|
- |
| 4.1 and Table 1 viii(Average breaking strength and elongation at break of UV stabilized HDPE/PP fabric after been exposed to UV radiation and weathering ) |
- |
8500 |
|
- |
| 4.1 and Table 1 ix(Ash content ) |
- |
800 |
|
- |
|
10 Mar, 2027 |
- - |
| 49 |
IS 16208 (2015) |
Textiles - High density polyethylene (HDPE)/polypropylene (PP) woven sacks for packaging 10 kg, 15 kg, 20 kg, 25 kg and 30 kg foodgrains - Specification |
All TYpe |
14800 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3(TYPES) |
- |
200 |
|
- |
| 4.1(Raw Material) |
- |
2500 |
|
- |
| 4.2(Tapes – Width
IS 6192 and IS 11197) |
- |
200 |
|
- |
| 4.2(Tapes – Linear Density
) |
- |
700 |
|
- |
| 4.2(Construction) |
- |
200 |
|
- |
| 4.3(Sacks) |
- |
200 |
|
- |
| 4.3.1(Bottom Seam) |
- |
500 |
|
- |
| 4.3.1( The two rows of stitches shall be separated from each other) |
- |
200 |
|
- |
| 4.3.1( The outer stitch) |
- |
200 |
|
- |
| 4.3.1( The stitching shall be done with double fold over seam to a depth ) |
- |
500 |
|
- |
| 4.3.1(Stitches pass through a minimum of six layers of the fabric. ) |
- |
500 |
|
- |
| 4.3.1(The number of stitches/dm) |
- |
200 |
|
- |
| 4.3.2(Mouth) |
- |
0 |
|
- |
| 4.4 and Table 1 i(Capacity) |
- |
200 |
|
- |
| 5.2 and Table 1 ii a(Dimensions Inside Length) |
- |
200 |
|
- |
| 5.2 and Table 1 ii b(Dimensions Inside Width) |
- |
200 |
|
- |
| 5.2 and Table 1 iii(Ends per dm ) |
- |
200 |
|
- |
| 5.2 and Table 1 iv(Picks per dm ) |
- |
200 |
|
- |
| 5.1 and Table 1 v(Mass of sack ) |
- |
500 |
|
- |
| 5.2 and Table 1 vi a(Average breaking strength of fabric Lengthwise ) |
- |
1000 |
|
- |
| 5.2 and Table 1 vi b(Average breaking strength of fabric Widthwise ) |
- |
1000 |
|
- |
| 5.2 and Table 1 vi(Breaking strength of bottom seam ) |
- |
1000 |
|
- |
| 5.2 and Table 1 viii a(Elongation at break of fabric Lengthwise) |
- |
1000 |
|
- |
| 5.2 and Table 1 viii b(Elongation at break of fabric Widthwise ) |
- |
1000 |
|
- |
| 5.2 and Table 1 ix(Average breaking strength and elongation at break of UV stabilized HDPE/PP fabric after been exposed to UV radiation and weathering ) |
- |
8500 |
|
- |
| 5.2 and Table 1 x(Ash content ) |
- |
800 |
|
- |
|
10 Mar, 2027 |
- - |
| 50 |
IS 2508 (2016) |
Polyethylene films and sheets - Specification (Third Revision) |
All Type |
15650 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.1.1(Appearance) |
- |
200 |
|
- |
| 5.1.2(Film Form) |
- |
200 |
|
- |
| 5.1.3(Odour) |
- |
500 |
|
- |
| 5.1.4(Density, Cl.5 of IS 13360(Part-3/Section-1)) |
- |
750 |
|
- |
| 5.1.5(Melt Flow Index. Cl 6, 7 of IS 13360(Part-4/Section-1)) |
- |
1500 |
|
- |
| 5.1.6a(Carbon Black Content, Annex-A) |
- |
1000 |
|
- |
| 5.1.6b(Ash Content, Annex-A) |
- |
750 |
|
- |
| 5.1.6c(Carbon Black Dispersion, Cl.16 of IS 2530) |
- |
1000 |
|
- |
| 5.2.2(Tolerance on Thickness, Annex-A) |
- |
250 |
|
- |
| 6.1, Table 1(Tensile strength at break. A) Machine Direction. IS 13360 (Part 5/Sec 1)) |
- |
1000 |
|
- |
| 6.1, Table 1(Tensile strength at break. B) Transverse Direction. IS 13360 (Part 5/Sec 3)) |
- |
1000 |
|
- |
| 6.1, Table 1(Ageing test at (70-1)c for 7 days , cl 4 IS 7016 ) |
- |
2500 |
|
- |
| 6.1, Table 1(Elongation at break ,A) Machine direction .IS 13360(Part-5/sec-1) ) |
- |
1000 |
|
- |
| 6.1, Table 1(Elongation at break ,B) Cross-machine direction..IS 13360(Part-5/sec-3) ) |
- |
1000 |
|
- |
| 6.1, Table 1(Dartimpact strength Method B of IS 13360 (Part-5/sec-6) ) |
- |
800 |
|
- |
| 6.1, Table 1(Tear resistence. A) Machine direction Annex B) |
- |
2000 |
|
- |
| 6.1, Table 1(Tear resistence. B) Transverse direction ) |
- |
2000 |
|
- |
| 7.1. Table 2(Tensile strength at break A) Machine direction IS 13360 (Part-5/sec-1) ) |
- |
1000 |
|
- |
| 7.1. Table 2(Tensile strength at break,B) Crosse machine direction IS 13360 (Part-5/sec-3) ) |
- |
1000 |
|
- |
| 7.1. Table 2(Ageing test at (70-1)c for 7 days , cl 4 IS 7016 ) |
- |
2500 |
|
- |
| 7.1. Table 2(Elongation at break , A) Machine direction IS 13360 (Part-5/sec-3) IS 13360 (Part-5/sec-1) ) |
- |
1000 |
|
- |
| 7.1. Table 2(Elongation at break , A) Transverse direction IS 13360 (Part-5/sec-3) ) |
- |
1000 |
|
- |
| 7.1. Table 2(Dart impact strenght , Method A of IS 3360 (Part-5/sec-6) ) |
- |
800 |
|
- |
| 8.1, Table 3(Tensile properties ,A) Yield strenght . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do) |
- |
1000 |
|
- |
| 8.1, Table 3(Tensile properties , B) Break strenght . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do) |
- |
1000 |
|
- |
| 8.1, Table 3(Tensile properties ,C) Yield elongation . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do) |
- |
1000 |
|
- |
| 8.1, Table 3(Tensile properties ,D) Break elongation . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do) |
- |
1000 |
|
- |
| 8.1, Table 3(Tear resistance , Annex B) |
- |
2000 |
|
- |
| 8.1, Table 3(Puncture resistance , Annex C) |
- |
1500 |
|
- |
| 9.1, Table 4(Tensile properties ,A) Yield strenght . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do) |
- |
1000 |
|
- |
| 9.1, Table 4(Tensile properties , B) Break strenght . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do) |
- |
1000 |
|
- |
| 9.1, Table 4(Tensile properties ,C) Yield elongation . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do) |
- |
1000 |
|
- |
| 9.1, Table 4(Tensile properties ,D) Break elongation . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do) |
- |
1000 |
|
- |
| 9.1, Table 4(Tear resistance , Annex B) |
- |
2000 |
|
- |
| 9.1, Table 4(Puncture resistance , Annex C) |
- |
1500 |
|
- |
| Clause 7.1(Table 2)(Decrease in Tensile Strength after Ageing(Transverse Direction)) |
- |
2500 |
|
- |
| Clause 7.1(Table 2)(Decrease in Tensile Strength after Ageing(Machine Direction)) |
- |
2500 |
|
- |
| Clause 6.1(Table 1)(Decrease in Tensile Strength after Ageing(Transverse Direction)) |
- |
2500 |
|
- |
| Clause 6.1(Table 1)(Decrease in Tensile Strength after Ageing(Machine Direction)) |
- |
2500 |
|
- |
| Clause 5.2.3(Tolerance on Width) |
- |
250 |
|
- |
| Cl.5.1.6(a)(Carbon Black Content) |
- |
1000 |
|
- |
| Cl.5.1.6(b)(Ash content) |
- |
750 |
|
- |
| Cl.5.1.6(c)(Dispersion of Carbon Black) |
- |
1000 |
|
- |
| 5.2.1.1(Nominal Thickness) |
- |
250 |
|
- |
| 5.2.1.2(Nominal width) |
- |
250 |
|
- |
|
10 Mar, 2027 |
- - |
| 51 |
IS 12701 (1996) |
Rotational moulded polyethylene water storage tanks - specification (First Revision) |
All Type |
18500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.2.3(Carbon Black Content ) |
- |
1000 |
|
- |
| 4.2.3(Carbon Dispersion Test) |
- |
1000 |
|
- |
| 5(Types and Features ) |
- |
500 |
|
- |
| 5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
700 |
|
- |
| 5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
700 |
|
- |
| 5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
700 |
|
- |
| 5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
700 |
|
- |
| 5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
700 |
|
- |
| 5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
700 |
|
- |
| 5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
700 |
|
- |
| 5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
700 |
|
- |
| 5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
700 |
|
- |
| 5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
700 |
|
- |
| 5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
700 |
|
- |
| 5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
700 |
|
- |
| 5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
700 |
|
- |
| 5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
700 |
|
- |
| 5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
700 |
|
- |
| 5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
700 |
|
- |
| 5.3(Types and Features ) |
- |
500 |
|
- |
| 5.6(Types and Features ) |
- |
500 |
|
- |
| 6.1(Finish) |
- |
300 |
|
- |
| 7.1.1(Resistance to Deformation) |
- |
2000 |
|
- |
| 7.1.2(Resistance to Deformation) |
- |
2000 |
|
- |
| 7.2(Resistance to Impact) |
- |
2000 |
|
- |
| 7.3(Test for Top Load Resistance) |
- |
2000 |
|
- |
| 7.4(Tensile Strength) |
- |
1500 |
|
- |
| 7.5(Flexural Modulus) |
- |
1500 |
|
- |
| 7.6(overall Migration) |
- |
2500 |
|
- |
| 9.2(Man-Hole and Hand-Hole Lids) |
- |
700 |
|
- |
| 9.1(Man-Hole and Hand-Hole Lids) |
- |
700 |
|
- |
| 9.1(Lid Thickness) |
- |
700 |
|
- |
| 7.3(Test for Top Load Resistance) |
- |
2000 |
|
- |
| 5.4(Wall Thickness above effective height) |
- |
700 |
|
- |
| 5.2 Table 2 (7)(Minimum Wall Thickness) |
- |
700 |
|
- |
| 5.1 Table 1 (7)(Minimum Weight of Tank (Without Lid)) |
- |
700 |
|
- |
| 4.2.1(Density) |
- |
1000 |
|
- |
| 4.2.2(MFI) |
- |
1500 |
|
- |
| 7.6(overall Migration) |
- |
2500 |
|
- |
| 4.1(MATERIALS) |
- |
10000 |
|
- |
| 10(MARKING) |
- |
200 |
|
- |
|
10 Mar, 2027 |
- - |
| 52 |
IS 6240 (2008) |
Hot rolled steel plate (Up To 6 Mm) sheet and strip for the manufacture of low pressure liquefiable gas cylinders (Fourth Revision) |
All Type |
14200 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 7(UTM) |
- |
1500 |
|
- |
| Cl 8(Press) |
- |
1000 |
|
- |
| Cl 9(Strainage Embrittlement) |
- |
3500 |
|
- |
| Cl 10(Erichsen Cupping) |
- |
1500 |
|
- |
| Cl 13(Length, Width & Thickness) |
- |
600 |
|
- |
| 6.1(Carbon %) |
- |
300 |
|
- |
| 6.1(Manganese %) |
- |
300 |
|
- |
| 6.1(Phosphorus %) |
- |
300 |
|
- |
| 6.1(Sulphur %) |
- |
300 |
|
- |
| 6.1(Silicon %) |
- |
300 |
|
- |
| 6.1(Nitrogen%) |
- |
300 |
|
- |
| 6.1( Aluminium %) |
- |
300 |
|
- |
| Cl. 13(Out of square) |
- |
200 |
|
- |
| Cl. 13(Flatness) |
- |
500 |
|
- |
| Cl. 13(Camber) |
- |
500 |
|
- |
| Cl. 13(Width) |
- |
200 |
|
- |
| Cl. 13(Thickness) |
- |
200 |
|
- |
| Cl. 12(Freedom from defects) |
- |
200 |
|
- |
| Cl. 7.2 Table 3(Elongation) |
- |
1000 |
|
- |
| Cl. 7.2 Table 3(Yield Stress) |
- |
1000 |
|
- |
| 13(Length - SOP MT-23) |
- |
200 |
|
- |
| 13(Mass) |
- |
500 |
|
- |
| 15(Marking) |
- |
200 |
|
- |
|
10 Mar, 2027 |
- - |
| 53 |
IS 15647 (2006) |
Hot rolled steel narrow width strip for welded tubes and pipes |
All Type |
10600 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 8(UTM) |
- |
1500 |
|
- |
| Cl 9(Press) |
- |
1000 |
|
- |
| Cl 11(Workmanship) |
- |
500 |
|
- |
| Cl 12(Length, Width & Thickness) |
- |
600 |
|
- |
| Cl 13(Workmanship) |
- |
500 |
|
- |
| Cl. 12(Weight) |
- |
500 |
|
- |
| Cl. 12(Edge Camber) |
- |
750 |
|
- |
| Cl. 12(Thickness) |
- |
200 |
|
- |
| Cl. 8.2 Table 3(Elongation) |
- |
1000 |
|
- |
| Cl. 8.2 Table 3(Yield Stress) |
- |
1000 |
|
- |
| 8(Tensile Strength-IS:1608(P1)) |
- |
1500 |
|
- |
| 8(Yield Strength-IS:1608(P1)) |
- |
1000 |
|
- |
| 8(Elongation -IS:1608(P1)) |
- |
1000 |
|
- |
| 8.0(Bend test IS 1599:1985) |
- |
1000 |
|
- |
| 9.0(Bend Test IS 1599:1985) |
- |
1000 |
|
- |
| 7(Carbon as C - IS:228) |
- |
300 |
|
- |
| 7(Manganese as Mn-IS:228) |
- |
300 |
|
- |
| 7(Sulphur as S- IS:228) |
- |
300 |
|
- |
| 7(Phosphorus as P-IS:228) |
- |
300 |
|
- |
| 7(Aluminium -IS:228) |
- |
300 |
|
- |
| 7(Silicon as S-IS:228) |
- |
300 |
|
- |
| 7(Nitrogen content -IS:228) |
- |
300 |
|
- |
| 7(Chromium IS 8811: 1998) |
- |
300 |
|
- |
| 7(Nickel IS 8811: 1998) |
- |
300 |
|
- |
| 7(Boron IS 8811: 1998) |
- |
300 |
|
- |
| 7(Titanium IS 8811: 1998) |
- |
300 |
|
- |
| 7(Niobium IS 8811: 1998) |
- |
300 |
|
- |
| 7(Vanadium IS 8811: 1998) |
- |
300 |
|
- |
| 7(Copper IS 8811: 1998) |
- |
300 |
|
- |
| 5.2(Molybednum Astime 1086: 2014) |
- |
300 |
|
- |
| 12.0(Dimention IS 1730:1989) |
- |
600 |
|
- |
|
10 Mar, 2027 |
- - |
| 54 |
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 |
|
- |
|
10 Mar, 2027 |
- - |
| 55 |
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 |
|
- |
|
10 Mar, 2027 |
- - |
| 56 |
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 |
|
- |
|
10 Mar, 2027 |
- - |
| 57 |
IS 12894 (2002) |
Pulverized fuel ash - Lime bricks - Specification |
All Type |
7800 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(General Requirements) |
- |
200 |
|
- |
| 3.2(General Requirements) |
- |
200 |
|
- |
| 3.3(General Requirements) |
- |
200 |
|
- |
| 3.4(General Requirements) |
- |
200 |
|
- |
| 3.5(General Requirements) |
- |
200 |
|
- |
| 5.1(Dimensions) |
- |
600 |
|
- |
| 7.1, Table -1(Average Wet Compressive Strength) |
- |
1500 |
|
- |
| 7.2(Drying Shrinkage) |
- |
3500 |
|
- |
| 7.3(Efflorescence Test) |
- |
1000 |
|
- |
| 7.4(Water Absorption) |
- |
1000 |
|
- |
| 5.2(Tolerance) |
- |
200 |
|
- |
| 9(Marking) |
- |
200 |
|
- |
|
10 Mar, 2027 |
- - |
| 58 |
IS 12592 (2002) |
Precast concrete manhole cover and frame - Specification (First Revision) |
All Type |
13500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3(Grade) |
- |
500 |
|
- |
| 3(Type/Shape of Cover) |
- |
200 |
|
- |
| 4.4(Reinforcement) |
- |
200 |
|
- |
| 4.4(Reinforcement) |
- |
200 |
|
- |
| 4.5(Steel Fibres - Diameter / equivalent diameterofsteel tibres) |
- |
200 |
|
- |
| 4.5(Steel Fibres - The aspect ratio of the tibres) |
- |
1500 |
|
- |
| 5.2 and Table 1(Dimensions of Frame - A) |
- |
500 |
|
- |
| 5.2 and Table 1(Dimensions of Frame - B) |
- |
500 |
|
- |
| 5.2 and Table 1(Dimensions of Frame - C) |
- |
500 |
|
- |
| 5.2 and Table 1(Dimensions of Frame - D) |
- |
500 |
|
- |
| 5.2 and Table 1(Dimensions of Frame - E) |
- |
500 |
|
- |
| 5.2 and Table 1(Dimensions of Frame - F) |
- |
500 |
|
- |
| 5.2(Dimensions of cover- Diameter) |
- |
500 |
|
- |
| 5.2(Clearance at top between the frame and the cover all round the periphery) |
- |
500 |
|
- |
| 5.2(Top surface ofthe frame and cover is in level) |
- |
500 |
|
- |
| 5.2(Suitable taper matching with taper given for the frame shall be provided to the periphery of the cover) |
- |
500 |
|
- |
| 5.2 and Fig 1(Clear cover to reinforcement) |
- |
500 |
|
- |
| 5.2 and Fig 1(Distance of housing from the edge) |
- |
500 |
|
- |
| 7.4.1(Edge Protection and Finishing - Frame) |
- |
500 |
|
- |
| 7.4.2(Edge Protection and Finishing - Cover) |
- |
500 |
|
- |
| 8(LIFTING HOOKS) |
- |
500 |
|
- |
| 9.1(General) |
- |
500 |
|
- |
| 9.3 and Table and
Annex C(Load Test) |
- |
8000 |
|
- |
| Clause No. 5.2, Figure 1(Typical Illustration of circular precast concrete manhole cover) |
- |
500 |
|
- |
| Clause No. 9.3 Annex C(Adhesion between concrete and reinforcing steel) |
- |
500 |
|
- |
| Clause No. 9.3 Annex C(Cracks at bottom side of the cover ) |
- |
500 |
|
- |
| Clause No. 9.3 Annex C(Permanent set of cover) |
- |
500 |
|
- |
| Clause No. 9.3, 12.3 & C-1.1, Table No. 2(2/3rd of Test Load) |
- |
8000 |
|
- |
| Clause No. 9.3, 12.3 & C-1.1, Table No. 2(Test Load) |
- |
8000 |
|
- |
| Clause No. 8(Lifting Device) |
- |
500 |
|
- |
| Clause No. 8(Lifting Hooks (Diameter of MS rod)) |
- |
500 |
|
- |
| Clause No. 7.4.4(Compatitbilty of Seating of cover and frame) |
- |
500 |
|
- |
| Clause No. 7.4.2(Edge protection and finishing of cover (Thikness of MS sheet)) |
- |
500 |
|
- |
| Clause No. 7.4.2(Edge protection and finishing of cover (Cover finish of top surface)) |
- |
500 |
|
- |
| Clause No. 7.4.1(Edge protection and finishing of frame (Steel connectors)) |
- |
500 |
|
- |
| Clause No. 7.4.1(Edge protection and finishing of frame (Size of mild steel flat)) |
- |
500 |
|
- |
| Clause No. 6(Design) |
- |
0 |
|
- |
|
10 Mar, 2027 |
- - |
| 59 |
IS 6603 (2001) |
Stainless steel bars and flats - Specification (First Revision) |
All type |
16300 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Carbon -Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.) |
- |
300 |
|
- |
| Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Silicon- Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.) |
- |
300 |
|
- |
| Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Manganese- Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.) |
- |
300 |
|
- |
| Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Nickel -Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.) |
- |
300 |
|
- |
| Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Chromium- Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.) |
- |
300 |
|
- |
| Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Molybdenum- Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.) |
- |
300 |
|
- |
| Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Titanium- Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.) |
- |
300 |
|
- |
| Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Niobium- Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.) |
- |
300 |
|
- |
| Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Sulphur- Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.) |
- |
300 |
|
- |
| Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Phosphorus- Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.) |
- |
300 |
|
- |
| Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Others (Nitrogen)- Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.) |
- |
300 |
|
- |
| Cl.14.1(Corrosion Resistance- IS 10461(Part1)) |
- |
2500 |
|
- |
| Cl.14.1(Corrosion Resistance- IS 10461(Part2)) |
- |
2500 |
|
- |
| 6(Freedom from defects:) |
- |
300 |
|
- |
| 9.1, Table 3(0.2 Percent Proof Stress, MPa) |
- |
1000 |
|
- |
| 9.2, Table 3(Tensile Strength, MPa) |
- |
1500 |
|
- |
| 9.3, Table 3(Elongation ,Percent) |
- |
1000 |
|
- |
| 9.4, Table 3(Annealed Hardness, HB-IS 1500: Pt 1) |
- |
1800 |
|
- |
| 9.5, Table 3(Charpy Impact Test, J-IS 1499) |
- |
1500 |
|
- |
| 12(Dimensions & Tolerances, mm-IS 6603) |
- |
200 |
|
- |
| 12(Diameter, mm) |
- |
200 |
|
- |
| 12(Out of Round , mm) |
- |
200 |
|
- |
| 12(Length , mm) |
- |
200 |
|
- |
| 12(Variation in Straightness) |
- |
300 |
|
- |
| Cl. 12
Table 9, 11 & 13 (Square Size) |
- |
300 |
|
- |
| Cl. 12
Table 11,13 & 14(Thickness of Flat) |
- |
200 |
|
- |
| Cl. 12
Table 11,13 & 14(Width of Flat) |
- |
200 |
|
- |
| Cl. 12
Table 10 & 13(Hexagonal Size) |
- |
200 |
|
- |
| Cl. 12
Table 9(Out of Square) |
- |
200 |
|
- |
| Cl. 12
Table 10(Maximum Differences in Three Measurements for Hexagons) |
- |
500 |
|
- |
| Cl. 9.3 Table 3(Bend Test) |
- |
700 |
|
- |
| 9.4(Annealed Hardness) |
- |
1500 |
|
- |
| Cl 9.1/Table-3(0.2% proof stress/Yield stress) |
- |
1000 |
|
- |
| Cl 9.1/Table-3(Tensile strength) |
- |
1500 |
|
- |
| Cl 9.1/Table-3(Elongation) |
- |
1000 |
|
- |
| 15(Marking) |
- |
200 |
|
- |
|
10 Mar, 2027 |
- - |
| 60 |
IS 1489 : Part 2 (2015) |
Portland - Pozzolana cement - Specification: Part 2 calcined clay based |
All type |
10500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985) |
- |
600 |
|
- |
| 6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985) |
- |
600 |
|
- |
| 6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985) |
- |
600 |
|
- |
| 6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985) |
- |
600 |
|
- |
| 6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985) |
- |
600 |
|
- |
| 6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985) |
- |
600 |
|
- |
| 7 -Table 2- i(Fineness 4031 Part 2) |
- |
500 |
|
- |
| 7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3) |
- |
500 |
|
- |
| 7 -Table 2- ii- a(Expansion after aeration - 4031 Part 3) |
- |
500 |
|
- |
| 7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3) |
- |
500 |
|
- |
| 7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5) |
- |
500 |
|
- |
| 7 -Table 2-iii- b(Setting Time Final- 4031 Part 5) |
- |
500 |
|
- |
| 7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
400 |
|
- |
| 7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
600 |
|
- |
| 7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
800 |
|
- |
| 7 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional)) |
- |
1200 |
|
- |
| 7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10) |
- |
1500 |
|
- |
|
10 Mar, 2027 |
- - |