| 31 |
IS 455 (2015) |
Portland slag cement - Specification |
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- View breakup
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| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl. 7 Table-2 (Cl. 7 Table-2 iii b (Setting time Final)) |
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|
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|
| Cl. 7 Table-2 (Cl. 7 Table-2 iii a (Setting time Initial)) |
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| Cl. 7 Table-2 (Cl. 7 Table-2 ii b (Soundness , Autoclave Expansion )) |
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| Cl. 7 Table-2 (Cl. 7 Table-2 ii b (Expansion after aeration )) |
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|
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| Cl. 7 Table-2 (Cl. 7 Table-2 ii a (Soundness , Le Chatelier Expansion )) |
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|
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| Cl. 7 Table-2 (Cl. 7 Table-2 ii a (Expansion after aeration )) |
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| Cl. 7 Table-2 (Cl. 7 Table-2 i (Fineness )) |
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| Cl. 7 Table-2 (Cl. 7 Table-2 iv a (Compressive Strength 72±1 hr IS)) |
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| Cl. 7 Table-2 (Cl. 7 Table-2 iv b (Compressive Strength 168±2 hr )) |
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| Cl. 7 Table-2 (Cl. 7 Table-2 iv c (Compressive Strength 672±4 hr) ) |
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| 6 - Table - 1 ii (Magnesia - Cl 6.8 of IS 4032:1985) |
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| 6 - Table - 1 iii (Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 6.11 of IS 4032:1985) |
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| 6 - Table - 1 iv (Sulphide sulphur (S) - Cl 6.12 of IS 4032:1985) |
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| 6 - Table - 1 v (Loss on ignition - Cl 6.2 of IS 4032:1985) |
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| 6 - Table - 1 i (Insoluble residue - Cl 6.9 of IS 4032:1985) |
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| 6 - Table - 1 vi (Chloride content - Cl 4.13 of IS 4032:1985) |
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| 6 - Table - 1 vii ( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985) |
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|
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- Except Transverse Strength Test (Optional). |
| 32 |
IS 1489 (Part 1) (2015) |
Portland pozzolana cement - Specification: Part 1 fly Ash Based |
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- View breakup
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| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7 -Table 2-iii- b (Setting Time Final- 4031 Part 5) |
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|
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|
| 7 -Table 2- iii- a (Setting Time Initial- 4031 Part 5) |
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| 7 -Table 2- ii- b (Expansion after aeration- 4031 Part 3) |
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| 7 -Table 2- ii- b (Expansion by Autoclave- 4031 Part 3) |
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| 7 -Table 2- ii- a (Expansion after aeration - 4031 Part 3) |
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| 7 -Table 2- ii- a (Expansion by Le Chatelier- 4031 Part 3) |
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| 7 -Table 2- i (Fineness 4031 Part 2) |
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| 7 -Table 2- vi (Drying Shrinkage- IS 4031 Part 10) |
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| 7 -Table 2- iv- a (Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
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| 7 -Table 2- iv- b (Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
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| 7 -Table 2- iv- c (Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
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|
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| 6 - Table - 1 v (Chloride content - Cl 4.13 of IS 4032:1985) |
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| 6 - Table - 1 iv (Loss on ignition - Cl 7.1 of IS 4032:1985) |
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| 6 - Table - 1 iii (Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985) |
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| 6 - Table - 1 ii (Magnesia - Cl 7.2 of IS 4032:1985) |
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| 6 - Table - 1 i (Insoluble residue - Cl 7.4 of IS 4032:1985) |
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| 6 - Table - 1 vi ( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985) |
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|
|
|
|
- |
- Except Transverse Strength Test (Optional) |
| 33 |
IS 2062 (2011) |
Hot rolled medium and high tensile structural steel - Specification (Seventh Revision) |
- |
3200 View breakup
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| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 11.3 (Press) |
- |
|
|
|
| Cl 7 (Workmanship) |
- |
|
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| Cl 18 (Weight) |
- |
|
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| Cl. 10.3 (Cl. 10.3 (Elongation %)) |
- |
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| Cl. 10.3 (Cl. 10.3 (Yield Stress)) |
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| Cl 15 (Length, Width & Thickness) |
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| Cl. 10.3 (Cl. 10.3 (Tensile Strength)) |
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| Cl. 15, 16 (Leg Length A (Angle)) |
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| Cl. 15, 16 (Leg Length B (Angle)) |
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| Cl. 15, 16 (Thickness ) |
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| Cl. 15, 16 (Toe Radius R2) |
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| Cl. 15, 16 (Out of Square (Angle)) |
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| Cl. 15, 16 (Leg Length Difference (Angle)) |
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| Cl. 15 (Cl. 15 Channel Section: Sweep) |
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| Cl. 15 (Cl. 15 Channel Section: Camber) |
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| Cl. 15 (Cl. 15 Channel Section: Flatness of Web (Concavity)) |
- |
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| Cl. 15 (Cl. 15 Channel Section: Flatness of Web (Convexity)) |
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| Cl. 15 (Cl. 15 Round Bar: Out of Shape) |
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| Cl. 15 (Cl. 15 Channel Section: Width of Flange) |
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| Cl. 15 (Cl. 15 Channel Section: Depth) |
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| Cl. 15 (Cl. 15 Square Bar: Out of Square) |
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| Cl. 15 (Cl. 15 Square Bar: Side Width: Minimum) |
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| Cl. 15 (Cl. 15 Square Bar: Side Width: Maximum) |
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| Cl. 15 (Cl. 15 Round Bar: Out of Shape) |
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| Cl. 15 (Cl. 15 Round Bar: Diameter Minimum) |
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| Cl. 15 (Cl. 15 Round Bar: Diameter Maximum) |
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| Cl. 15, 16 (Off Centre of Web) |
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| Cl. 15, 16 (Width of flange (I Beam)) |
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| Cl. 15, 16 (Depth (I Beam)) |
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| Cl. 15, 16 (Flange Slope) |
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| Cl. 15, 16 (Out of Square (Flat)) |
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| Cl. 15, 16 (Web Thickness) |
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|
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| Cl. 15, 16 (Flange Thickness) |
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| Cl. 15, 16 (Flange out of square (I beam)) |
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|
| Clause 15, Table 4 (IS 2062) |
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| 16 (Tolerance) |
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|
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| Clause 15, Table 4 (IS 2062) |
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|
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| Cl. 15, 16 (Root Radius R1) |
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|
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|
| 15 (Radius R1) |
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|
| Cl. 15, 16 (Root Radius R1) |
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|
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|
| Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650) (Carbon- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
|
|
|
| Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650) (Silicon- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
|
|
|
| Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650) (Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
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|
|
|
| Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650) (Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
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|
|
|
| Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650) (Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
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| Clause - 5, 8.1 & 8.2 (E650, CARBON +EQUIVELENT ) |
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|
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| 14.2 (Grain Size) |
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|
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| 14.2 (Inclusion) |
- |
|
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|
- |
- i) Except Impact Test, Y-Groove crackability tests (for Gr 250C).
ii) Test Facility for all grades mentioned IS 2062: 2011 having quality A, all grades having other quality partial test is available bar upto diameter 20 mm |
| 34 |
IS 1659 (2004) |
Block boards - Specification (Fourth Revision) |
MR/BWP |
Please check remarks View breakup
BWR Grade- Rs. 5900 MR Grade- Rs. 6800 Spot test- Rs. 2650
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 9.2.5 (Modulus of elasticity - MINIMUM INDIVIDUAL - Annexure K) |
- |
|
|
|
| 9.2.4 (Mycological Test [for MR grade only] - Annexure J) |
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|
|
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| 9.2.3 (Adhesion of Plies - Annexure H) |
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|
|
|
| 9.2.2 (Resistance to water - Annexure G, Annexure H [For MR Grade]) |
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|
|
|
| 9.2.2 (Resistance to water - Annexure G, Annexure H [For BWP grade]) |
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|
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|
| 9.2.1 (Dimensional Changes caused by humidity Change in local planeness - Annexure F) |
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|
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| 9.2.1 (Dimensional Changes caused by humidity - Delamination - Annexure F) |
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| 9.2.1 (Dimensional Changes caused by humidity - Change in thickness - at 40% RH - Annexure F) |
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| 9.2.1 (Dimensional Changes caused by humidity - Change in Thickness - at 90% RH - Annexure F) |
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| 9.2.1 (Dimensional Changes caused by humidity - Change in Length - at 40% RH - Annexure F) |
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|
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| 9.2.1 (Dimensional Changes caused by humidity - Change in Length - at 90% RH - Annexure F) |
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| 7.3 (Dimensional Requirements - Variation in thickness - Annexure E) |
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| 7.3 (Dimensional Requirements - Squareness - Annexure D) |
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| 7.3 (Dimensional Requirements - Edge Straightness - Annexure D) |
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| 7.3 (Dimensional Requirements - Thickness - Annexure E) |
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| 7.3 (Dimensional Requirements - Width - 8.1.4) |
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| 7.3 (Dimensional Requirements - Length - 8.1.4) |
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|
| 9.2.5 (Modulus of elasticity - AVERAGE - Annexure K) |
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|
|
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| 9.2.5 (Modulus of rupture - MINIMUM INDIVIDUAL - Annexure K) |
- |
|
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| 9.2.5 (Modulus of rupture - AVERAGE - Annexure K) |
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|
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| 9.2.6 (Spot test - Annexure L) |
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|
| 8.1.3, 6.3.3, IS 1328 (Visual Inspection - Permissible Defects - IS 1328 [test method for DECORATIVE type]) |
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|
|
|
| 8.1.3, 6.3.3, IS 303 (Visual Inspection - Permissible Defects - IS 303 [test method for COMMERCIAL type]) |
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|
|
|
| cl. 11 (marking) |
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|
|
|
| cl. 11.1 (marking - BIS certification marking) |
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|
|
|
| 9.2.6 (mechanical) (Spot test - Annexure L) |
- |
|
|
|
|
- |
- Test facility available for thickness upto 30 mm |
| 35 |
IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
Up to nominal dia of 25 mm |
25780 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl. 8.1 Table 3 (Yield Stress (YS)) |
- |
|
|
|
| Cl. 8.1 Table 3 (Tensile Strength (TS)) |
- |
|
|
|
| Cl. 8.1 Table 3 (TS/YS ratio) |
- |
|
|
|
| Cl. 8.1 Table 3 (Elongation, percentage) |
- |
|
|
|
| Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar)) |
- |
|
|
|
| Cl.9.4 & Cl. 9.4.1 (Rebend test) |
- |
|
|
|
| Cl. 7.2 Table -2 (Nominal Mass) |
- |
|
|
|
| Cl. 6.1 (Nominal Size) |
- |
|
|
|
| Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), ) |
- |
|
|
|
| Cl. 9.3, Table 4 (Bend Test ) |
- |
|
|
|
| Cl. 8.1 Table 3 (Total Elongation at Maximum Force) |
- |
|
|
|
| Clause - 4.2 & 4.2.1 (Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON ) |
- |
|
|
|
| Clause - 4.2 & 4.2.1 (Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR) |
- |
|
|
|
| Clause - 4.2 & 4.2.1 (Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 PHOSPHURS) |
- |
|
|
|
| Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700) (Sulphur & Phosphorous) |
- |
|
|
|
| Cl.4.2 of IS 1786 (Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
|
|
|
| Cl.4.2 of IS 1786 (Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
|
|
|
| Cl.4.2 of IS 1786 (Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
|
|
|
| Cl.4.2 of IS 1786 (Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
|
|
|
| Cl.4.2 of IS 1786 (Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
|
|
|
| Cl.4.2 of IS 1786 (Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
|
|
|
| Cl.4.2 of IS 1786 (Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
|
|
|
| Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D) (Carbon Equivalent) |
- |
|
|
|
| 4.1 (Carbon %) |
- |
|
|
|
| 4.1 (Sulphur %) |
- |
|
|
|
| 4.1 (Phosphorus %) |
- |
|
|
|
| 4.1 (Sulphur and phosphorous) |
- |
|
|
|
|
- |
- i) Tensile Strength, Yield Stress, Elongation percentage Test facility available up to diameter 20 mm.
ii) Except Pull-out test." |