| 11911 |
BIS, Guwahati Branch Laboratory (GBL)
| None
| IS 269 (2015) |
Ordinary portland cement - Specification (Sixth Revision) |
- |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7 Table-3 iii b (Setting Time Final) |
- |
|
|
|
| 7 Table-3 iii a (Setting Time Initial) |
- |
|
|
|
| 7 Table-3 ii b (Expansion after aeration) |
- |
|
|
|
| 7 Table-3 ii b (Expansion by Autoclave) |
- |
|
|
|
| 7 Table-3 ii a (Expansion after aeration) |
- |
|
|
|
| 7 Table-3 ii a (Expansion by Le Chatelier) |
- |
|
|
|
| 7 Table-3 i. (Fineness) |
- |
|
|
|
| 7 Table-3 iv a (Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
|
|
|
| 7 Table-3 iv b (Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
|
|
|
| 7 Table-3 iv c (Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
|
|
|
| 6 - Table - 1 i (Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 ii (Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 iii (Insoluble residue - Cl 4.10 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 iv (Magnesia - Cl 4.8 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 v (Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 vi (Loss on ignition - Cl 4.2 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 vii (Chloride content - Cl 4.13 of IS 4032:1985) |
- |
|
|
|
| 6.1 Table-2 vii (Chloride content) |
- |
|
|
|
| 6.1 Table-2 vi (Loss on ignition) |
- |
|
|
|
| 6.1 Table-2 v (Total Sulphur Content calculated as Sulphuric Anhydride) |
- |
|
|
|
| 6.1 Table-2 iv (Magnesia) |
- |
|
|
|
| 6.1 Table-2 iii. (Insoluble residue) |
- |
|
|
|
| 6.1 Table-2 ii. (Ratio of percentage of alumina to that of iron oxide) |
- |
|
|
|
| 6.1 Table-2 i. (Ratio of percentage of lime to percentage of silica, alumina and iron oxide) |
- |
|
|
|
| 6.1 Table-2 viii (Alkali content) |
- |
|
|
|
|
- |
-
- |
| 11912 |
BIS, Western Regional Laboratory (WRL)
| None
| IS 694 (2010) |
Polyvinyl chloride insulated unsheathed and sheathed cables/cords with rigid and flexible conductor for rated voltages up to and including 450/750 v (Fourth Revision) |
- |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| table 1 e) 3) (IR constant- Room temp ) |
- |
|
|
|
| table 1 e) 3) (IR constant- max. Temp) |
- |
|
|
|
| 10.2 (HV (room temperature)) |
- |
|
|
|
| 10.1 (HV (water immersion)) |
- |
|
|
|
| Table 1 iii) d) 9) (Cold impact for sheath) |
- |
|
|
|
| Table 1 iii) d) 8) (Cold bend for sheath) |
- |
|
|
|
| Table 1 iii) c) 9) (Cold impact for insulation) |
- |
|
|
|
| Table 1 iii) c) 8) (Cold bend for insulation) |
- |
|
|
|
| Table 1 iii) d) 7) (Thermal stability- Sheath ) |
- |
|
|
|
| Table 1 iii) c) 7) (Thermal stability- Insulation ) |
- |
|
|
|
| Table 1 iii) d) 6) (Hot deformation -Indentation depth - Sheath ) |
- |
|
|
|
| Table 1 iii) d) 5) (Heat shock-Sheath ) |
- |
|
|
|
| Table 1 iii) c) 5) (Heat shock-Insulation ) |
- |
|
|
|
| Table 1 iii) d) 4) (Shrinkage- Sheath ) |
- |
|
|
|
| Table 1 iii) c) 4) (Shrinkage-Insulation) |
- |
|
|
|
| Table 1 iii) d) 2) (Loss of mass- Sheath ) |
- |
|
|
|
| Table 1 iii) c) 2) (Loss of mass- Insulation ) |
- |
|
|
|
| Table 1 iii) d) 3) (Sheath- Elongation variation) |
- |
|
|
|
| Table 1 iii) d) 3) (Sheath- TS variation) |
- |
|
|
|
| Table 1 iii) d) 3) (Sheath- Elongation (After ageing)) |
- |
|
|
|
| Table 1 iii) d) 3) (Sheath- Tensile strength (After ageing)) |
- |
|
|
|
| Table 1 iii) d) 1) (Sheath- Elongation (Without ageing)) |
- |
|
|
|
| Table 1 iii) c) 3) (Elongation variation) |
- |
|
|
|
| Table 1 iii) c) 3) (TS variation) |
- |
|
|
|
| Table 1 iii) c) 3) (Elongation (After ageing)) |
- |
|
|
|
| Table 1 iii) c) 3) (Tensile strength (After ageing)) |
- |
|
|
|
| Table 1 iii) c) 1) (Elongation (Without ageing)) |
- |
|
|
|
| Table 1 iii) c) 1) (Tensile strength (Without ageing)) |
- |
|
|
|
| 4.2 (Conductor resistance test) |
- |
|
|
|
| 4.1 (Wrapping test (for Al)) |
- |
|
|
|
| 4.1 (Tensile test (for Al)- After Stranding) |
- |
|
|
|
| 4.1 (Tensile test (for Al)-Before Stranding) |
- |
|
|
|
| 4.1 (Annealing test (for copper)) |
- |
|
|
|
| (Cl.16.1)
(Cl.19.1) (Conductor- Diameter ) |
- |
|
|
|
| 10.9 (Additional ageing test (OU cables only) -HV test (at 60±3oC)) |
- |
|
|
|
| 11.2 (Legibility) |
- |
|
|
|
| 11.1 (Durability) |
- |
|
|
|
| 11 (Identification) |
- |
|
|
|
| 10.9 (Additional ageing test (OU cables only) -HV test (at 60±3oC)) |
- |
|
|
|
| 10.4 (Flammability test- Unaffected portion) |
- |
|
|
|
| 10.4 (Flammability test-Burning after flame removal) |
- |
|
|
|
| Table 1 iii) d) 4) (Cracks Observed) |
- |
|
|
|
| Table 1 iii) c) 4) (Cracks Observed) |
- |
|
|
|
| (Cl. 18.1.4)
(Cl. 19.1.5)
(Cl. 20.1.4)
(Cl. 22.1.4) (Colour of Sheath) |
- |
|
|
|
| 5.2 (Application ) |
- |
|
|
|
| 9.1 (Ovality) |
- |
|
|
|
| (Cl.6.1.3 of IS 8130:2013) (Flexible Conductors (Classes 5)) |
- |
|
|
|
| (Cl.6.1.3 of IS 8130:2013) ( Flexible Conductors (Classes 5)) |
- |
|
|
|
| (Cl.6.1.3 of IS 8130:2013) (Stranded circular non compacted conductors(Class-2)) |
- |
|
|
|
| (Cl.6.1.3 of IS 8130:2013) (Stranded compacted circular conductors and shaped conductors (Class 2)) |
- |
|
|
|
| (Cl.6.1.3 of IS 8130:2013) (Stranded circular non compacted conductors (Class-2)) |
- |
|
|
|
| (Cl.6.1.3 of IS 8130:2013) (Solid Conductor (Class 1)) |
- |
|
|
|
| (Cl.6.1 of IS 8130:2013) (Solid Conductor (Class 1)) |
- |
|
|
|
| (Cl.6.1 of IS 8130:2013) (Solid Conductor (Class 1)) |
- |
|
|
|
| (Cl.16.1)
(Cl.19.1) (Conductor) |
- |
|
|
|
| (Cl.16.1)
(Cl.19.1) (Conductor) |
- |
|
|
|
| (Cl.16.1)
(Cl.19.1) (Conductor) |
- |
|
|
|
| (Cl. 18.1.3)
(Cl. 19.1.4)
(Cl. 20.1.3)
(Cl. 21.1.3)
(Cl. 22.1.3) (Assembly of cores ) |
- |
|
|
|
| 12 (CONSTRUCTION Core Identification) |
- |
|
|
|
| 8.1 (Sheath Material ) |
- |
|
|
|
| 7 (Binder Tape) |
- |
|
|
|
| 6.1 (Filler) |
- |
|
|
|
| 6.2 (Filler) |
- |
|
|
|
| 5.1 (Insulation) |
- |
|
|
|
| 4.4 (Joints in Conductor) |
- |
|
|
|
| 4.4 (Joints in Conductor) |
- |
|
|
|
| 4.1 (Conductor - Material) |
- |
|
|
|
| 4.1 (Conductor - Material) |
- |
|
|
|
| 11 (Identification) |
- |
|
|
|
| 8.3 (Thickness of Sheath) |
- |
|
|
|
| 4.1 (Annealing test (for copper)) |
- |
|
|
|
| 9 (Overall dimensions) |
- |
|
|
|
| Table 1 iii) c) 6) (Hot deformation - Indentation depth- Insulation) |
- |
|
|
|
| Table 1 iii) d) 1) (Sheath -Tensile strength (Without ageing)) |
- |
|
|
|
| 8.3 (Minimum thickness of Sheath) |
- |
|
|
|
| 8.3 (Avarage thickness of Sheath) |
- |
|
|
|
| 5.3 (Minimum thickness of insulation) |
- |
|
|
|
| 5.3 (Avarage thickness of insulation) |
- |
|
|
|
| Table 1 iii) c) 1) (Elongation (Without ageing)) |
- |
|
|
|
|
- |
-
Test facility not available for Copper purity test and FR/FRLSH category cables |
| 11913 |
BIS, Southern Regional Laboratory (SRL)
| None
| IS 694 (2010) |
Polyvinyl chloride insulated unsheathed and sheathed cables/cords with rigid and flexible conductor for rated voltages up to and including 450/750 v (Fourth Revision) |
PVC Cables except FR & FRLSH Category |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 13 (Cable code) |
- |
|
|
|
| 11.2 (Legibility) |
- |
|
|
|
| 11.1 (Durability) |
- |
|
|
|
| 11 (Identification) |
- |
|
|
|
| 10.9 (Additional ageing test (OU cables only) -HV test (at 60±3oC)) |
- |
|
|
|
| 10.4 (Flammability test- Unaffected portion) |
- |
|
|
|
| 10.4 (Flammability test-Burning after flame removal) |
- |
|
|
|
| table 1 e) 3) (IR constant- max. Temp) |
- |
|
|
|
| table 1 e) 3) (IR constant- Room temp ) |
- |
|
|
|
| table 1 e) 3) (Volume Resistivity - Maximum temp) |
- |
|
|
|
| table 1 e) 3) (Volume Resistivity - Room temp ) |
- |
|
|
|
| 10.2 (HV (room temperature)) |
- |
|
|
|
| 10.1 (HV (water immersion)) |
- |
|
|
|
| 10.1 (HV (water immersion)) |
- |
|
|
|
| Table 1 iii) d) 9) (Cold impact for sheath) |
- |
|
|
|
| Table 1 iii) d) 8) (Cold bend for sheath) |
- |
|
|
|
| Table 1 iii) c) 9) (Cold impact for insulation) |
- |
|
|
|
| Table 1 iii) c) 8) (Cold bend for insulation) |
- |
|
|
|
| Table 1 (Category Code) |
- |
|
|
|
| Table 1 iii) d) 7) (Thermal stability- Sheath ) |
- |
|
|
|
| Table 1 iii) c) 7) (Thermal stability- Insulation ) |
- |
|
|
|
| Table 1 iii) d) 6) (Hot deformation -Indentation depth - Sheath ) |
- |
|
|
|
| Table 1 iii) c) 6) (Hot deformation - Indentation depth- Insulation) |
- |
|
|
|
| Table 1 iii) d) 5) (Heat shock-Sheath ) |
- |
|
|
|
| Table 1 iii) c) 5) (Heat shock-Insulation ) |
- |
|
|
|
| Table 1 iii) d) 4) (Cracks Observed) |
- |
|
|
|
| Table 1 iii) d) 4) (Shrinkage- Sheath ) |
- |
|
|
|
| Table 1 iii) c) 4) (Cracks Observed) |
- |
|
|
|
| Table 1 iii) c) 4) (Shrinkage-Insulation) |
- |
|
|
|
| Table 1 iii) d) 2) (Loss of mass- Sheath ) |
- |
|
|
|
| Table 1 iii) c) 2) (Loss of mass- Insulation ) |
- |
|
|
|
| Table 1 iii) d) 3) (Sheath- Elongation variation) |
- |
|
|
|
| Table 1 iii) d) 3) (Sheath- TS variation) |
- |
|
|
|
| Table 1 iii) d) 3) (Sheath- Elongation (After ageing)) |
- |
|
|
|
| Table 1 iii) d) 3) (Sheath- Tensile strength (After ageing)) |
- |
|
|
|
| Table 1 iii) d) 1) (Sheath- Elongation (Without ageing)) |
- |
|
|
|
| Table 1 iii) d) 1) (Sheath -Tensile strength (Without ageing)) |
- |
|
|
|
| Table 1 iii) c) 3) (Elongation variation) |
- |
|
|
|
| Table 1 iii) c) 3) (TS variation) |
- |
|
|
|
| Table 1 iii) c) 3) (Elongation (After ageing)) |
- |
|
|
|
| Table 1 iii) c) 3) (Tensile strength (After ageing)) |
- |
|
|
|
| Table 1 iii) c) 1) (Elongation (Without ageing)) |
- |
|
|
|
| Table 1 iii) c) 1) (Tensile strength (Without ageing)) |
- |
|
|
|
| (Cl. 18.1.4)
(Cl. 19.1.5)
(Cl. 20.1.4)
(Cl. 22.1.4) (Colour of Sheath) |
- |
|
|
|
| 8.3 (Thickness of Sheath) |
- |
|
|
|
| 5.2 (Application ) |
- |
|
|
|
| 5.3 (Thickness of Insulation) |
- |
|
|
|
| 9.1 (Ovality) |
- |
|
|
|
| 9 (Overall dimensions) |
- |
|
|
|
| 4.2 (Conductor resistance test) |
- |
|
|
|
| 4.1 (Wrapping test (for Al)) |
- |
|
|
|
| 4.1 (Tensile test (for Al)- After Stranding) |
- |
|
|
|
| 4.1 (Tensile test (for Al)-Before Stranding) |
- |
|
|
|
| 4.1 (Annealing test (for copper)) |
- |
|
|
|
| (Cl.16.1)
(Cl.19.1) (Conductor- Diameter ) |
- |
|
|
|
| (Cl.16.1)
(Cl.19.1) (Conductor) |
- |
|
|
|
| (Cl. 18.1.3)
(Cl. 19.1.4)
(Cl. 20.1.3)
(Cl. 21.1.3)
(Cl. 22.1.3) (Assembly of cores ) |
- |
|
|
|
| 8.1 (Sheath Material ) |
- |
|
|
|
| 7 (Binder Tape) |
- |
|
|
|
| 6.2 (Filler) |
- |
|
|
|
| 6.1 (Filler) |
- |
|
|
|
| 5.1 (Insulation) |
- |
|
|
|
| 4.4 (Joints in Conductor) |
- |
|
|
|
| 4.4 (Joints in Conductor) |
- |
|
|
|
| 4.1 (Conductor - Material) |
- |
|
|
|
| 4.1 (Conductor - Material) |
- |
|
|
|
|
- |
-
" 30 m
Excluding Except FR & FRLSH test, Cu Purity test |
| 11914 |
BIS, Guwahati Branch Laboratory (GBL)
| None
| IS 455 (2015) |
Portland slag cement - Specification |
- |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl. 7 Table-2 (Cl. 7 Table-2 iii b (Setting time Final)) |
- |
|
|
|
| Cl. 7 Table-2 (Cl. 7 Table-2 iii a (Setting time Initial)) |
- |
|
|
|
| Cl. 7 Table-2 (Cl. 7 Table-2 ii b (Soundness , Autoclave Expansion )) |
- |
|
|
|
| Cl. 7 Table-2 (Cl. 7 Table-2 ii b (Expansion after aeration )) |
- |
|
|
|
| Cl. 7 Table-2 (Cl. 7 Table-2 ii a (Soundness , Le Chatelier Expansion )) |
- |
|
|
|
| Cl. 7 Table-2 (Cl. 7 Table-2 ii a (Expansion after aeration )) |
- |
|
|
|
| Cl. 7 Table-2 (Cl. 7 Table-2 i (Fineness )) |
- |
|
|
|
| Cl. 7 Table-2 (Cl. 7 Table-2 iv a (Compressive Strength 72±1 hr IS)) |
- |
|
|
|
| Cl. 7 Table-2 (Cl. 7 Table-2 iv b (Compressive Strength 168±2 hr )) |
- |
|
|
|
| Cl. 7 Table-2 (Cl. 7 Table-2 iv c (Compressive Strength 672±4 hr) ) |
- |
|
|
|
| 6 - Table - 1 ii (Magnesia - Cl 6.8 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 iii (Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 6.11 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 iv (Sulphide sulphur (S) - Cl 6.12 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 v (Loss on ignition - Cl 6.2 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 i (Insoluble residue - Cl 6.9 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 vi (Chloride content - Cl 4.13 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 vii ( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985) |
- |
|
|
|
|
- |
-
Except Transverse Strength Test (Optional). |
| 11915 |
BIS, Western Regional Laboratory (WRL)
| None
| IS 1554 : Part 1 (1988) |
Specification for pvc insulated (Heavy Duty) electric cables: Part 1 for working voltages up to and including 1100 v (Third Revision) |
- |
- View breakup
Rs.16650/- for single core unarmoured cable, Rs.22500/- for two core, unarmoured cable, Rs.26700/- for two core armoured cable (Excluding addl. Type test for cables with improved fire performance.) For multi core cables, extra charges @ 35 % for each additional core shall be levied. Material testing charges as per relevant referred ISs Testing charges for Additional Type Tests for Improved Fire Performance Tests: Rs. 7100/- for category C1 Rs. 11700/- for category C2
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 9.2 (INSULATION : Thickness of Insulation) |
- |
|
|
|
| 12.3 (INNER SHEATH :Thickness of Inner Sheath) |
- |
|
|
|
| 13.3 (Armouring : Dimensions -Wire Diameter) |
- |
|
|
|
| 13.3 (Armouring : Dimensions -Formed wire ) |
- |
|
|
|
| 13.6 f) (ARMOURING: Mass of zinc coating ) |
- |
|
|
|
| 13.6 a) (ARMOURING: Tensile Strength) |
- |
|
|
|
| 13.6 c) (ARMOURING: Torsion Test (For round wire ) ) |
- |
|
|
|
| 13.6 d) (ARMOURING: Winding Test(For formed wire)) |
- |
|
|
|
| 13.6 f) (ARMOURING: Mass of zinc coating ) |
- |
|
|
|
| 13.6 g) (ARMOURING: Resistivity) |
- |
|
|
|
| 14.4.1 (Thickness of Outer Sheath : Unarmowed Cables) |
- |
|
|
|
| 15.1 a) 1) (Tests on conductor : Annealing test ( for copper )) |
- |
|
|
|
| 15.1 a) 4) (Tests on conductor : Conductor resistance test) |
- |
|
|
|
| 15.1 a) 4) (Resistance test - Neutral conductor ) |
- |
|
|
|
| 15.1 d)1) (Phyaical tests for insulation : Tensile Test) |
- |
|
|
|
| 15.1 d)1) (Phyaical tests for insulation : Elongation ) |
- |
|
|
|
| 15.1 d)2) (Phyaical tests for insulation - Ageing in air Oven : Tensile Variation ) |
- |
|
|
|
| 15.1 d)2) (Phyaical tests for insulation- Ageing in air oven : Elongation Variation ) |
- |
|
|
|
| 15.1 d)2) (Physical tests for outer sheath- Ageing in air oven : Tensile stregth ) |
- |
|
|
|
| 15.1 d)2) (Physical tests for outer sheath -Ageing in air oven : Elongation ) |
- |
|
|
|
| 15.1 d)2) (Physical tests for outer sheath- Ageing in air oven : Tensile stregth Variation ) |
- |
|
|
|
| 15.1 d)2) (Physical tests for outer sheath -Ageing in air oven : Elongation Variation ) |
- |
|
|
|
| 15.1 d)3) (Phyaical tests for insulation : Shrinkage ) |
- |
|
|
|
| 15.1 d)3) (Phyaical tests for Sheath : Shrinkage ) |
- |
|
|
|
| 15.1 d)4) (Hot deformation : Insulation ) |
- |
|
|
|
| 15.1 d)4) (Hot deformation : Sheath ) |
- |
|
|
|
| 15.1 d)5) ( Loss of mass in air oven- Insulation ) |
- |
|
|
|
| 15.1 d)5) ( Loss of mass in air oven- sheath ) |
- |
|
|
|
| 15.1 d)6) (Heat shock test- Insulation ) |
- |
|
|
|
| 15.1 d)6) (Heat shock test- sheath ) |
- |
|
|
|
| 15.1 d)7) (Thermal stability- insulation ) |
- |
|
|
|
| 15.1 d)7) (Thermal stability- Sheath ) |
- |
|
|
|
| 15.1.e (Insulation resistance Test- Insulation resistance constant At Room temperature) |
- |
|
|
|
| 15.1.e (Insulation resistance Test- Insulation resistance At Maximum rated temperature temperature) |
- |
|
|
|
| 15.4 a) (Cold bend test- Insulation ( Optional test)) |
- |
|
|
|
| 15.4 a) (Cold bend test- Sheath ( Optional test)) |
- |
|
|
|
| 15.4 b) (Cold impact test- Insulation ( Optional test)) |
- |
|
|
|
| 15.4 b) (Cold impact test- Sheath ( Optional test)) |
- |
|
|
|
| 15.4 c) (Armour resistance test ( for other than mining cables ).- Optional test ) |
- |
|
|
|
| 16.2 (DETAILS OF TESTS : High Voltage Test at Room Temperature) |
- |
|
|
|
| 16.3.1 (High Voltage Test ( Water Immersion Test ) : a.c. Test) |
- |
|
|
|
| 16.3.2 (High Voltage Test ( Water Immersion Test ) : d.c. Test) |
- |
|
|
|
| 16.4 (Flammability Test) |
- |
|
|
|
| 3.1 (MATERIALS : CONDUCTOR) |
- |
|
|
|
| 4.1.1 (INSULATION : General Purjose Insulaiion) |
- |
|
|
|
| 4.1.2 (INSULATION : Heat Resisting Insulation) |
- |
|
|
|
| 5.1 (MATERIALS : FILLER AND INNER SHEATH) |
- |
|
|
|
| 5.2 (MATERIALS : FILLER AND INNER SHEATH) |
- |
|
|
|
| 6.1 (MATERIALS : ARMGURING) |
- |
|
|
|
| 7.1.1 (OUTER SHEATH : For Cables with General Purpose InsuIafion) |
- |
|
|
|
| 7.1.2 (OUTER SHEATH : For Cables with Heat Resisting InsuIalion) |
- |
|
|
|
| 8.1 (CONSTRUCTION : CONDUCTOR) |
- |
|
|
|
| 8.2 (CONSTRUCTION : CONDUCTOR) |
- |
|
|
|
| 9.1 (INSULATION ) |
- |
|
|
|
| 9.3 (INSULATION :Tolerance on Thickness of Insulation) |
- |
|
|
|
| 9.4 (INSULATION : Application of Insulation) |
- |
|
|
|
| 10.1 (CORE IDENTIFICATION) |
- |
|
|
|
| 10.2 (CORE IDENTIFICATION) |
- |
|
|
|
| 10.3 (CORE IDENTIFICATION) |
- |
|
|
|
| 10.3.1 (Arrangement of Marking) |
- |
|
|
|
| 11.1 (LAYING UP OF CORES) |
- |
|
|
|
| 11.2 (LAYING UP OF CORES) |
- |
|
|
|
| 12.1 (INNER SHEATH) |
- |
|
|
|
| 12.2 (INNER SHEATH) |
- |
|
|
|
| 13.1.1 (ARMOURING : Application) |
- |
|
|
|
| 13.1.2 (Armouring: Coverage ) |
- |
|
|
|
| 13.1.3 (ARMOURING : Direction of lay ) |
- |
|
|
|
| 13.1.4 (ARMOURING : Application) |
- |
|
|
|
| 13.2 (ARMOURING : Type of Armour) |
- |
|
|
|
| 13.2.1 (ARMOURING : Type of Armour) |
- |
|
|
|
| 13.4 (ARMOURING : Joints) |
- |
|
|
|
| 13.5.2 (ARMOURING : Resistance) |
- |
|
|
|
| 13.6 b) (ARMOURING: Elongation ) |
- |
|
|
|
| 13.6 e) (ARMOURING: Uniformity of zinc coating) |
- |
|
|
|
| 14.1 (OUTER SHEATH) |
- |
|
|
|
| 14.2 (OUTER SHEATH) |
- |
|
|
|
| 14.3 (OUTER SHEATH : Colour ) |
- |
|
|
|
| 14.4.2 (Thickness of Outer Sheath : Armoured Cables) |
- |
|
|
|
| 15.1 a) 2) (Tensile test (for aluminium) - Before stranding ) |
- |
|
|
|
| 15.1 a) 2) (Tensile test (for aluminium) - After stranding ) |
- |
|
|
|
| 15.1 a) 3) (Tests on conductor : Wrapping test ( for aluminium )) |
- |
|
|
|
| 17.1 (IDENTIFICATION : Manufacturer’s Identification) |
- |
|
|
|
| 17.2 (IDENTIFICATION : Cable Identification) |
- |
|
|
|
| 17.2.1 (IDENTIFICATION : Cable Identification) |
- |
|
|
|
| 17.3 (IDENTIFICATION : Cable Code) |
- |
|
|
|
| 9.3 (Minimum Thickness of Reduce core insulation) |
- |
|
|
|
| 9.2 (Thickness of Reduce core insulation) |
- |
|
|
|
| 15.1 d)2) (Phyaical tests for insulation- Ageing in air Oven : Tensile Test) |
- |
|
|
|
| 15.1 d)2) (Phyaical tests for insulation - Ageing in air oven : Elongation ) |
- |
|
|
|
| 15.1 d)1) (Physical tests for sheath : Tensile stregth ) |
- |
|
|
|
| 15.1 d)1) (Physical tests for sheath : Elongation ) |
- |
|
|
|
|
- |
-
Test facility not available for tests as per Cl. 15.1.1 of C1 and C2 category |
| 11916 |
BIS, Guwahati Branch Laboratory (GBL)
| None
| IS 1489 (Part 1) (2015) |
Portland pozzolana cement - Specification: Part 1 fly Ash Based |
- |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7 -Table 2-iii- b (Setting Time Final- 4031 Part 5) |
- |
|
|
|
| 7 -Table 2- iii- a (Setting Time Initial- 4031 Part 5) |
- |
|
|
|
| 7 -Table 2- ii- b (Expansion after aeration- 4031 Part 3) |
- |
|
|
|
| 7 -Table 2- ii- b (Expansion by Autoclave- 4031 Part 3) |
- |
|
|
|
| 7 -Table 2- ii- a (Expansion after aeration - 4031 Part 3) |
- |
|
|
|
| 7 -Table 2- ii- a (Expansion by Le Chatelier- 4031 Part 3) |
- |
|
|
|
| 7 -Table 2- i (Fineness 4031 Part 2) |
- |
|
|
|
| 7 -Table 2- vi (Drying Shrinkage- IS 4031 Part 10) |
- |
|
|
|
| 7 -Table 2- iv- a (Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
|
|
|
| 7 -Table 2- iv- b (Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
|
|
|
| 7 -Table 2- iv- c (Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
|
|
|
| 6 - Table - 1 v (Chloride content - Cl 4.13 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 iv (Loss on ignition - Cl 7.1 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 iii (Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 ii (Magnesia - Cl 7.2 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 i (Insoluble residue - Cl 7.4 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 vi ( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985) |
- |
|
|
|
|
- |
-
Transverse Strength Test (Optional) |
| 11917 |
BIS, Western Regional Laboratory (WRL)
| None
| IS 13334 : Part 1 (2014) |
Skimmed milk powder - Specification: Part 1 standard grade (Second Revision) |
- |
- View breakup
Rs.10430/-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.6 (Listeria monocytogenes) |
- |
|
|
|
| 5.6 (Spore count, Anaerobic (Sulfite reducing Clostridia)) |
- |
|
|
|
| 5.6 (Spore count, Aerobic (Bacillus cereus)) |
- |
|
|
|
| 5.6 (Salmonella) |
- |
|
|
|
| 5.6 (Coagulase positive Staphylococcus aureus) |
- |
|
|
|
| 5.6 (Escherichia coli) |
- |
|
|
|
| 5.6 (Coliform count ) |
- |
|
|
|
| 5.6 (Bacterial count) |
- |
|
|
|
| 5.6 (Scorched particles) |
- |
|
|
|
| 5.6 (Milk fat) |
- |
|
|
|
| 5.6 (Titratable acidity (lactic acid)) |
- |
|
|
|
| 5.6 (Total ash (on dry basis)) |
- |
|
|
|
| 5.6 (Milk protein in milk solids not fat) |
- |
|
|
|
| 5.6 (Moisture) |
- |
|
|
|
| 5.2 (Absence of extraneous matter, added colour and added flavour) |
- |
|
|
|
| 4 (Description) |
- |
|
|
|
| Cl 5.4 (The flavour of the product or of the reconstituted
milk shall be pleasant and clean (see IS 10030).) |
- |
|
|
|
| 5.6 (Insolubility index) |
- |
|
|
|
|
- |
-
(1) As per Cl. 5.7 The pesticide residues, heavy metals, toxins (aflatoxins and other naturally occurring toxins) and contaminants, if any, in the product shall not exceed the limits as prescribed in the Food Safety and Standards (Contaminants, Toxins and Residues) Regulations, 2011.’ |
| 11918 |
BIS, Guwahati Branch Laboratory (GBL)
| None
| IS 303 (1989) |
Plywood for General Purposes - |
BWR/MR |
Rs 4000/- /BWR Grade, Rs.4900/- for MR Grade View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 11.4, Table 4 (Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
|
|
|
| 11.4, Table 4 (Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
|
|
|
| 11.4, Table 4 (Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
|
|
|
| 11.4, Table 4 (Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
|
|
|
| 11.4, Table 4 (Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
|
|
|
| 11.4, Table 4 (Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
|
|
|
| 11.4, Table 4 (Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
|
|
|
| 11.4, Table 4 (Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
|
|
|
| 11.2.2 (Glue Adhesion - Mycological test - 11.2.2, Part 7 of IS 1734 [for MR Garde only]) |
- |
|
|
|
| 11.2.1 (Glue Adhesion - Water resistance test - 11.2.1.1 [for MR Grade]) |
- |
|
|
|
| 11.2.1 (Glue Adhesion - Water resistance test - 11.2.1.1 [for BWR Grade]) |
- |
|
|
|
| 11.3 (Moisture Content - Part 1 of IS 1734) |
- |
|
|
|
| 8 (Dimensions & Tolerances - Edge Straightness - Annexure C) |
- |
|
|
|
| 8 (Dimensions & Tolerances - Squareness - Annexure C) |
- |
|
|
|
| 8 (Dimensions & Tolerances - Thickness - Cl. 8) |
- |
|
|
|
| 8 (Dimensions & Tolerances - Width - Cl. 8) |
- |
|
|
|
| 8 (Dimensions & Tolerances - Length - Cl. 8) |
- |
|
|
|
| 5.2, Table 1, Table 2 (Quality Requirements - Cl. 5.2) |
- |
|
|
|
| 5.1 (Type - For BB Type) |
- |
|
|
|
| 5.1 (Type - For AB Type) |
- |
|
|
|
| 5.1 (Type - For AA Type) |
- |
|
|
|
| 4 (Grade - For MR grade) |
- |
|
|
|
| 4 (Grade - For BWR grade) |
- |
|
|
|
| 9 (Workmanship and Finish - Cl.9, 8.3, Annexure C) |
- |
|
|
|
| 9 (Workmanship and Finish - Cl.9, 8.3, Annexure C) |
- |
|
|
|
| cl. 13.1 (marking) |
- |
|
|
|
| cl. 13.2 (marking) |
- |
|
|
|
|
- |
-
- |
| 11919 |
BIS, Bengaluru Branch Laboratory (BNBL)
| None
| IS 455 (2015) |
Portland slag cement - Specification |
- |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6 - Table - 1 i (Insoluble residue - Cl 6.9 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 ii (Magnesia - Cl 6.8 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 iii (Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 6.11 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 iv (Sulphide sulphur (S) - Cl 6.12 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 v (Loss on ignition - Cl 6.2 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 vi (Chloride content - Cl 4.13 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 vii ( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985) |
- |
|
|
|
| 7 Table 1 iv c (Compretsive Strenqth 672 ± 4 hr
IS 4031(Part 6)) |
- |
|
|
|
| 7 Table 1 iv b (Compretsive Strenqth 168 ± 2 hr
IS 4031(Part 6)) |
- |
|
|
|
| 7 Table 1 iv a (Compretsive Strenqth .72 ± 1 hr
IS 4031(Part 6)) |
- |
|
|
|
| 7 Table 1 iii b (Setting Time ( by Vicat Apparatus ), Final
IS 4031(Part 5)) |
- |
|
|
|
| 7 Table 1 iii a (Setting Time ( by Vicat Apparatus ),Initial
IS 4031(Part 5)) |
- |
|
|
|
| 7 Table 1 ii b (Soundness, Autoclave expansion
IS 4031(Part 3) ) |
- |
|
|
|
| 7 Table 1 ii a (Soundness, Le-Chate1ier expansion
IS 4031(Part 3) ) |
- |
|
|
|
| 7 Table 1 i (Fineness
IS 4031(Part 2)) |
- |
|
|
|
|
- |
-
Expect Transverse Strength |
| 11920 |
BIS, Western Regional Laboratory (WRL)
| None
| IS 2124 (2000) |
Sodium bicarbonate - Specification (Second Revision) |
- |
Rs 4660/- for Pure Grade View breakup
Rs 8210/- for Analytical Reagent Grade Rs 4360/- for Refined Grade
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1 (Grade) |
- |
|
|
|
| 4.1 (Description) |
- |
|
|
|
| 4.2 (Table 1 S.no.(i)) (Total Alkalinity (as NaHCO3)) |
- |
|
|
|
| 4.2 (Table 1 S.no.(i)) (pH ) |
- |
|
|
|
| 4.2 (Table 1 S.no.(ii)) (Chlorides (as Cl)) |
- |
|
|
|
| 4.2 (Table 1 S.no.(iii)) (Insoluble matter) |
- |
|
|
|
| 4.2 (Table 1 S.no.(iv)) (Sulphates (as SO4)) |
- |
|
|
|
| 4.2 (Table 1 S.no.(v)) (Iron (as Fe)) |
- |
|
|
|
| 4.2 (Table 1 S.no.(vii)) (Arsenic (as As)) |
- |
|
|
|
| 4.2 (Table 1 S.no.(viii)) (Ammonium compounds (as NH4)) |
- |
|
|
|
| 4.2 (Table 1 S.no.(ix)) (Phosphates (as PO4)) |
- |
|
|
|
| 4.2 (Table 1 S.no.(x)) (Calcium and magnesium (as Ca)) |
- |
|
|
|
| 4.2 (Table 1 S.no.(xi)) (Copper (as Cu)) |
- |
|
|
|
| 4.2 (Table 1 S.no.(xii)) (Nitrates (as NO3)) |
- |
|
|
|
| 4.2 (Table 1 S.no.(xiii)) (Silicates (as SiOz)) |
- |
|
|
|
| 4.2 (Table 1 S.no.(xiv)) (Potassium (as K)) |
- |
|
|
|
| 4.2 (Table 1 S.no.(xv)) (Substances reducing iodine) |
- |
|
|
|
|
- |
-
- |
| 11921 |
BIS, Western Regional Laboratory (WRL)
| None
| IS 4984 (2016) |
Polyethylene pipes for water supply - Specification (Fifth Revision) |
- |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.2.1 (6.1.1 Identification Stripes) |
- |
|
|
|
| 7.4 table -3 & 4 (6.1 Dimensions) |
- |
|
|
|
| 8.2 (Longitudinal Reversion Test) |
- |
|
|
|
| 8.4 ( Melt Flow Rate) |
- |
|
|
|
| 8.3 (Carbon black) |
- |
|
|
|
| 6.2 (Colour) |
- |
|
|
|
| 6, 6.1 (PIPE DESCRIPTION) |
- |
|
|
|
| 7 () |
- |
|
|
|
| Clause 8.3 (Carbon Black Dispersion) |
- |
|
|
|
| 8.5 (Oxidation Induction Time) |
- |
|
|
|
| 8.7 (Density) |
- |
|
|
|
| 8.9 table-6 (Elongation at Break) |
- |
|
|
|
|
- |
-
The following test facilities are not available:
(1)Internal Pressure creep rupture test
(2)Tensile Strength for Butt-fusion (Clause 8.8)
(3) Slow Crack Growth rate test (Clause 8.10)
(4) Depth of strip (Clause 6.2.1)
(5) Overall Migration (Clause 8.6)
(6) Carbon Black content ( Clause 8.3)
(7) For Size above 250 mm |
| 11922 |
BIS, Guwahati Branch Laboratory (GBL)
| None
| IS 2062 (2011) |
Hot rolled medium and high tensile structural steel - Specification (Seventh Revision) |
- |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 11.3 (Press) |
- |
|
|
|
| Cl 7 (Workmanship) |
- |
|
|
|
| Cl 18 (Weight) |
- |
|
|
|
| Cl. 10.3 (Cl. 10.3 (Elongation %)) |
- |
|
|
|
| Cl. 10.3 (Cl. 10.3 (Yield Stress)) |
- |
|
|
|
| Cl 15 (Length, Width & Thickness) |
- |
|
|
|
| Cl. 10.3 (Cl. 10.3 (Tensile Strength)) |
- |
|
|
|
| Cl. 15, 16 (Leg Length A (Angle)) |
- |
|
|
|
| Cl. 15, 16 (Leg Length B (Angle)) |
- |
|
|
|
| Cl. 15, 16 (Thickness ) |
- |
|
|
|
| Cl. 15, 16 (Toe Radius R2) |
- |
|
|
|
| Cl. 15, 16 (Out of Square (Angle)) |
- |
|
|
|
| Cl. 15, 16 (Leg Length Difference (Angle)) |
- |
|
|
|
| Cl. 15 (Cl. 15 Channel Section: Sweep) |
- |
|
|
|
| Cl. 15 (Cl. 15 Channel Section: Camber) |
- |
|
|
|
| Cl. 15 (Cl. 15 Channel Section: Flatness of Web (Concavity)) |
- |
|
|
|
| Cl. 15 (Cl. 15 Channel Section: Flatness of Web (Convexity)) |
- |
|
|
|
| Cl. 15 (Cl. 15 Round Bar: Out of Shape) |
- |
|
|
|
| Cl. 15 (Cl. 15 Channel Section: Width of Flange) |
- |
|
|
|
| Cl. 15 (Cl. 15 Channel Section: Depth) |
- |
|
|
|
| Cl. 15 (Cl. 15 Square Bar: Out of Square) |
- |
|
|
|
| Cl. 15 (Cl. 15 Square Bar: Side Width: Minimum) |
- |
|
|
|
| Cl. 15 (Cl. 15 Square Bar: Side Width: Maximum) |
- |
|
|
|
| Cl. 15 (Cl. 15 Round Bar: Out of Shape) |
- |
|
|
|
| Cl. 15 (Cl. 15 Round Bar: Diameter Minimum) |
- |
|
|
|
| Cl. 15 (Cl. 15 Round Bar: Diameter Maximum) |
- |
|
|
|
| Cl. 15, 16 (Off Centre of Web) |
- |
|
|
|
| Cl. 15, 16 (Width of flange (I Beam)) |
- |
|
|
|
| Cl. 15, 16 (Depth (I Beam)) |
- |
|
|
|
| Cl. 15, 16 (Flange Slope) |
- |
|
|
|
| Cl. 15, 16 (Out of Square (Flat)) |
- |
|
|
|
| Cl. 15, 16 (Web Thickness) |
- |
|
|
|
| Cl. 15, 16 (Flange Thickness) |
- |
|
|
|
| Cl. 15, 16 (Flange out of square (I beam)) |
- |
|
|
|
| Clause 15, Table 4 (IS 2062) |
- |
|
|
|
| 16 (Tolerance) |
- |
|
|
|
| Clause 15, Table 4 (IS 2062) |
- |
|
|
|
| Cl. 15, 16 (Root Radius R1) |
- |
|
|
|
| 15 (Radius R1) |
- |
|
|
|
| Cl. 15, 16 (Root Radius R1) |
- |
|
|
|
| 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.) |
- |
|
|
|
| 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.) |
- |
|
|
|
| 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.) |
- |
|
|
|
| Clause - 5, 8.1 & 8.2 (E650, CARBON +EQUIVELENT ) |
- |
|
|
|
|
- |
-
Except Impact Test, Y-Groove crackability tests (for Gr 250C), NDT & Grain Size analysis (As agreed) |
| 11923 |
BIS, Guwahati Branch Laboratory (GBL)
| None
| IS 1659 (2004) |
Block boards - Specification (Fourth Revision) |
MR/BWP |
- View breakup
Rs 5900/- for BWR Grade, Rs.6800/- for MR grade
| 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) |
- |
|
|
|
| 9.2.3 (Adhesion of Plies - Annexure H) |
- |
|
|
|
| 9.2.2 (Resistance to water - Annexure G, Annexure H [For MR Grade]) |
- |
|
|
|
| 9.2.2 (Resistance to water - Annexure G, Annexure H [For BWP grade]) |
- |
|
|
|
| 9.2.1 (Dimensional Changes caused by humidity Change in local planeness - Annexure F) |
- |
|
|
|
| 9.2.1 (Dimensional Changes caused by humidity - Delamination - Annexure F) |
- |
|
|
|
| 9.2.1 (Dimensional Changes caused by humidity - Change in thickness - at 40% RH - Annexure F) |
- |
|
|
|
| 9.2.1 (Dimensional Changes caused by humidity - Change in Thickness - at 90% RH - Annexure F) |
- |
|
|
|
| 9.2.1 (Dimensional Changes caused by humidity - Change in Length - at 40% RH - Annexure F) |
- |
|
|
|
| 9.2.1 (Dimensional Changes caused by humidity - Change in Length - at 90% RH - Annexure F) |
- |
|
|
|
| 7.3 (Dimensional Requirements - Variation in thickness - Annexure E) |
- |
|
|
|
| 7.3 (Dimensional Requirements - Squareness - Annexure D) |
- |
|
|
|
| 7.3 (Dimensional Requirements - Edge Straightness - Annexure D) |
- |
|
|
|
| 7.3 (Dimensional Requirements - Thickness - Annexure E) |
- |
|
|
|
| 7.3 (Dimensional Requirements - Width - 8.1.4) |
- |
|
|
|
| 7.3 (Dimensional Requirements - Length - 8.1.4) |
- |
|
|
|
| 9.2.5 (Modulus of elasticity - AVERAGE - Annexure K) |
- |
|
|
|
| 9.2.5 (Modulus of rupture - MINIMUM INDIVIDUAL - Annexure K) |
- |
|
|
|
| 9.2.5 (Modulus of rupture - AVERAGE - Annexure K) |
- |
|
|
|
| 9.2.6 (Spot test - Annexure L) |
- |
|
|
|
| 8.1.3, 6.3.3, IS 1328 (Visual Inspection - Permissible Defects - IS 1328 [test method for DECORATIVE type]) |
- |
|
|
|
| 8.1.3, 6.3.3, IS 303 (Visual Inspection - Permissible Defects - IS 303 [test method for COMMERCIAL type]) |
- |
|
|
|
| cl. 11 (marking) |
- |
|
|
|
| cl. 11.1 (marking - BIS certification marking) |
- |
|
|
|
| 9.2.6 (mechanical) (Spot test - Annexure L) |
- |
|
|
|
|
- |
-
- |
| 11924 |
BIS, Patna Branch Laboratory (PBL)
| None
| IS 2062 (2011) |
Hot rolled medium and high tensile structural steel - Specification (Seventh Revision) |
- |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 7 (Workmanship) |
- |
|
|
|
| Clause - 5, 8.1 & 8.2 (E250, CARBON) |
- |
|
|
|
| Clause - 5, 8.1 & 8.2 (E250, SULPHUR) |
- |
|
|
|
| Clause - 5, 8.1 & 8.2 (E250, PHOSPHURS) |
- |
|
|
|
| Clause - 5, 8.1 & 8.2 (E250 ,MANGANESE) |
- |
|
|
|
| Clause - 5, 8.1 & 8.2 (E250, NITROGEN) |
- |
|
|
|
| Clause - 5, 8.1 & 8.2 (E250, SILICON) |
- |
|
|
|
| Clause - 5, 8.1 & 8.2 (E250, CARBON +EQUIVELENT ) |
- |
|
|
|
| Cl. 10.3 (Cl. 10.3 (Tensile Strength)) |
- |
|
|
|
| Cl. 10.3 (Cl. 10.3 (Yield Stress)) |
- |
|
|
|
| Cl. 10.3 (Cl. 10.3 (Elongation %)) |
- |
|
|
|
| Cl 18 (Weight) |
- |
|
|
|
| Cl 15 (Length, Width & Thickness) |
- |
|
|
|
| Cl 11.3 (Press) |
- |
|
|
|
| Cl 12 (Sudden Load Applied) |
- |
|
|
|
|
- |
-
All test facilities are available as per the IS except-
i. Y-Groove Test (Clause 13)
ii. Bend Test for thickness above 25 mm (Clause 11)
iii. Tests for microalloying elements and Cr, Mo, Ni, Cu Al and B (Clause 8.2)
Note: Prepared test piece of size 55 mm x10 mm x10 mm is required for Impact Test (Clause 12)
*- The exact sample type, size and quantity may be ascertained from the latest product manual issued by BIS. |
| 11925 |
BIS, Patna Branch Laboratory (PBL)
| None
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
- |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 5 (Deformations and Surface Characteristics) |
- |
|
|
|
| Clause - 4.2 & 4.2.1 (Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON +EQUIVELENT ) |
- |
|
|
|
| Cl.9.4 & Cl. 9.4.1 (Rebend test) |
- |
|
|
|
| Cl. 9.3, Table 4 (Bend Test ) |
- |
|
|
|
| Cl. 8.1 Table 3 (Elongation, percentage) |
- |
|
|
|
| Cl. 8.1 Table 3 (TS/YS ratio) |
- |
|
|
|
| Cl. 8.1 Table 3 (Tensile Strength (TS)) |
- |
|
|
|
| Cl. 8.1 Table 3 (Yield Stress (YS)) |
- |
|
|
|
| Cl. 7.2 Table -2 (Nominal Mass) |
- |
|
|
|
| Cl. 6.1 (Nominal Size) |
- |
|
|
|
| Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar)) |
- |
|
|
|
| Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), ) |
- |
|
|
|
| Clause - 4.2 & 4.2.1 (Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR+PHOSPHUR) |
- |
|
|
|
| Clause - 4.2 & 4.2.1 (Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 MANGANESE) |
- |
|
|
|
| Clause - 4.2 & 4.2.1 (Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 NITROGEN) |
- |
|
|
|
| Clause - 4.2 & 4.2.1 (Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 PHOSPHURS) |
- |
|
|
|
| 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 CARBON ) |
- |
|
|
|
| Cl. 5.3 (a) (The ribs contributing the projected area - Longitudinal Ribs) |
- |
|
|
|
| Cl. 5.3 (b) (The ribs contributing the projected area - Transverse Ribs) |
- |
|
|
|
|
- |
-
All test facilities are available as per the IS except-
i. Bond/Pull Out Test (Clause 5.7)
ii. Total Elongation at Maximum Force (Clause 8.1 and Table 3)
iii. Tensile Test of Sizes > 16mm (Clause 8.1 and Table 3)
iv. Tests for microalloying elements (Ti, Nb, B, V), Cr, Mo, Cu, Ni and Al (Clause 4.2) |
| 11926 |
BIS, Patna Branch Laboratory (PBL)
| None
| IS 1489 (Part 1) (2015) |
Portland pozzolana cement - Specification: Part 1 fly Ash Based |
- |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7 -Table 2- vi (Drying Shrinkage- IS 4031 Part 10) |
- |
|
|
|
| 7 -Table 2- iv- c (Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
|
|
|
| 7 -Table 2- iv- b (Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
|
|
|
| 7 -Table 2- iv- a (Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
|
|
|
| 7 -Table 2-iii- b (Setting Time Final- 4031 Part 5) |
- |
|
|
|
| 7 -Table 2- iii- a (Setting Time Initial- 4031 Part 5) |
- |
|
|
|
| 7 -Table 2- ii- b (Expansion by Autoclave- 4031 Part 3) |
- |
|
|
|
| 7 -Table 2- ii- a (Expansion by Le Chatelier- 4031 Part 3) |
- |
|
|
|
| 7 -Table 2- i (Fineness 4031 Part 2) |
- |
|
|
|
| 6 - Table - 1 vi ( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 v (Chloride content - Cl 4.13 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 iv (Loss on ignition - Cl 7.1 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 iii (Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 ii (Magnesia - Cl 7.2 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 i (Insoluble residue - Cl 7.4 of IS 4032:1985) |
- |
|
|
|
| 7 -Table 2- ii- a (Expansion after aeration - 4031 Part 3) |
- |
|
|
|
| 7 -Table 2- ii- b (Expansion after aeration- 4031 Part 3) |
- |
|
|
|
| 7 -Table 2- ii- a (Expansion after aeration - 4031 Part 3) |
- |
|
|
|
|
- |
-
All test facilities are available as per the IS except Transverse Strength Test (Clause 7 and Table-2) which is an optional test |
| 11927 |
BIS, Patna Branch Laboratory (PBL)
| None
| IS 1659 (2004) |
Block boards - Specification (Fourth Revision) |
- |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7.3 (Dimensional Requirements - Variation in thickness - Annexure E) |
- |
|
|
|
| 7.3 (Dimensional Requirements - Squareness - Annexure D) |
- |
|
|
|
| 7.3 (Dimensional Requirements - Edge Straightness - Annexure D) |
- |
|
|
|
| 7.3 (Dimensional Requirements - Thickness - Annexure E) |
- |
|
|
|
| 7.3 (Dimensional Requirements - Width - 8.1.4) |
- |
|
|
|
| 7.3 (Dimensional Requirements - Length - 8.1.4) |
- |
|
|
|
| 9.2.5 (Modulus of elasticity - MINIMUM INDIVIDUAL - Annexure K) |
- |
|
|
|
| 9.2.5 (Modulus of elasticity - AVERAGE - Annexure K) |
- |
|
|
|
| 9.2.5 (Modulus of rupture - MINIMUM INDIVIDUAL - Annexure K) |
- |
|
|
|
| 9.2.5 (Modulus of rupture - AVERAGE - Annexure K) |
- |
|
|
|
| 9.2.4 (Mycological Test [for MR grade only] - Annexure J) |
- |
|
|
|
| 9.2.3 (Adhesion of Plies - Annexure H) |
- |
|
|
|
| 9.2.2 (Resistance to water - Annexure G, Annexure H [For MR Grade]) |
- |
|
|
|
| 9.2.2 (Resistance to water - Annexure G, Annexure H [For BWP grade]) |
- |
|
|
|
| 9.2.1 (Dimensional Changes caused by humidity Change in local planeness - Annexure F) |
- |
|
|
|
| 9.2.1 (Dimensional Changes caused by humidity - Delamination - Annexure F) |
- |
|
|
|
| 9.2.1 (Dimensional Changes caused by humidity - Change in thickness - at 40% RH - Annexure F) |
- |
|
|
|
| 9.2.1 (Dimensional Changes caused by humidity - Change in Thickness - at 90% RH - Annexure F) |
- |
|
|
|
| 9.2.1 (Dimensional Changes caused by humidity - Change in Length - at 40% RH - Annexure F) |
- |
|
|
|
| 9.2.1 (Dimensional Changes caused by humidity - Change in Length - at 90% RH - Annexure F) |
- |
|
|
|
| 8.1.3, 6.3.3, IS 1328 (Visual Inspection - Permissible Defects - IS 1328 [test method for DECORATIVE type]) |
- |
|
|
|
| 8.1.3, 6.3.3, IS 303 (Visual Inspection - Permissible Defects - IS 303 [test method for COMMERCIAL type]) |
- |
|
|
|
| 9.2.6 (mechanical) (Spot test - Annexure L) |
- |
|
|
|
|
- |
-
All test facilities are available as per the IS |
| 11928 |
BIS, Patna Branch Laboratory (PBL)
| None
| IS 303 (1989) |
Plywood for General Purposes - |
- |
Rs 4000/- /BWR Grade, Rs.4900/- for MR Grade View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 11.4, Table 4 (Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
|
|
|
| 11.4, Table 4 (Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
|
|
|
| 11.4, Table 4 (Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
|
|
|
| 11.4, Table 4 (Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
|
|
|
| 11.4, Table 4 (Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
|
|
|
| 11.4, Table 4 (Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
|
|
|
| 11.4, Table 4 (Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
|
|
|
| 11.4, Table 4 (Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
|
|
|
| 11.2.2 (Glue Adhesion - Mycological test - 11.2.2, Part 7 of IS 1734 [for MR Garde only]) |
- |
|
|
|
| 11.2.1 (Glue Adhesion - Water resistance test - 11.2.1.1 [for MR Grade]) |
- |
|
|
|
| 11.2.1 (Glue Adhesion - Water resistance test - 11.2.1.1 [for BWR Grade]) |
- |
|
|
|
| 11.3 (Moisture Content - Part 1 of IS 1734) |
- |
|
|
|
| 8 (Dimensions & Tolerances - Edge Straightness - Annexure C) |
- |
|
|
|
| 8 (Dimensions & Tolerances - Squareness - Annexure C) |
- |
|
|
|
| 8 (Dimensions & Tolerances - Thickness - Cl. 8) |
- |
|
|
|
| 8 (Dimensions & Tolerances - Width - Cl. 8) |
- |
|
|
|
| 8 (Dimensions & Tolerances - Length - Cl. 8) |
- |
|
|
|
| 9 (Workmanship and Finish - Cl.9, 8.3, Annexure C) |
- |
|
|
|
| 9 (Workmanship and Finish - Cl.9, 8.3, Annexure C) |
- |
|
|
|
| 5.2, Table 1, Table 2 (Quality Requirements - Cl. 5.2) |
- |
|
|
|
| 5.1 (Type - For BB Type) |
- |
|
|
|
| 5.1 (Type - For AB Type) |
- |
|
|
|
| 5.1 (Type - For AA Type) |
- |
|
|
|
| 4 (Grade - For MR grade) |
- |
|
|
|
| 4 (Grade - For BWR grade) |
- |
|
|
|
| cl. 13.1 (marking) |
- |
|
|
|
| 11.4, Table 4 (Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
|
|
|
| 11.4, Table 4 (Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
|
|
|
| 11.4, Table 4 (Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
|
|
|
| 11.4, Table 4 (Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
|
|
|
| 11.4, Table 4 (Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
|
|
|
| 11.4, Table 4 (Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
|
|
|
| 11.4, Table 4 (Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
|
|
|
| 11.4, Table 4 (Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
|
|
|
| 11.4, Table 4 (Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
|
|
|
|
- |
-
All test facilities are available as per the IS |
| 11929 |
BIS, Patna Branch Laboratory (PBL)
| None
| IS 269 (2015) |
Ordinary portland cement - Specification (Sixth Revision) |
- |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7 Table-3 iv c (Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
|
|
|
| 7 Table-3 iv b (Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
|
|
|
| 7 Table-3 iv a (Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
|
|
|
| 7 Table-3 iii b (Setting Time Final) |
- |
|
|
|
| 7 Table-3 iii a (Setting Time Initial) |
- |
|
|
|
| 7 Table-3 ii b (Expansion by Autoclave) |
- |
|
|
|
| 7 Table-3 ii a (Expansion by Le Chatelier) |
- |
|
|
|
| 7 Table-3 i. (Fineness) |
- |
|
|
|
| 6.1 Table-2 viii (Alkali content) |
- |
|
|
|
| 6.1 Table-2 vii (Chloride content) |
- |
|
|
|
| 6.1 Table-2 vi (Loss on ignition) |
- |
|
|
|
| 6.1 Table-2 v (Total Sulphur Content calculated as Sulphuric Anhydride) |
- |
|
|
|
| 6.1 Table-2 iv (Magnesia) |
- |
|
|
|
| 6.1 Table-2 iii. (Insoluble residue) |
- |
|
|
|
| 7 Table-3 ii b (Expansion after aeration) |
- |
|
|
|
| 7 Table-3 ii a (Expansion after aeration) |
- |
|
|
|
| 6.1 Table-2 ii. (Ratio of percentage of alumina to that of iron oxide) |
- |
|
|
|
| 6 - Table - 1 i (Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985) |
- |
|
|
|
|
- |
-
All test facilities are available as per the IS except Transverse Strength Test (Clause 7 and Table-3) which is an optional test |
| 11930 |
BIS, Patna Branch Laboratory (PBL)
| None
| IS 455 (2015) |
Portland slag cement - Specification |
- |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7 Table 1 iv c (Compretsive Strenqth 672 ± 4 hr
IS 4031(Part 6)) |
- |
|
|
|
| 7 Table 1 iv b (Compretsive Strenqth 168 ± 2 hr
IS 4031(Part 6)) |
- |
|
|
|
| 7 Table 1 iv a (Compretsive Strenqth .72 ± 1 hr
IS 4031(Part 6)) |
- |
|
|
|
| 7 Table 1 iii b (Setting Time ( by Vicat Apparatus ), Final
IS 4031(Part 5)) |
- |
|
|
|
| 7 Table 1 iii a (Setting Time ( by Vicat Apparatus ),Initial
IS 4031(Part 5)) |
- |
|
|
|
| 7 Table 1 ii b (Soundness, Autoclave expansion
IS 4031(Part 3) ) |
- |
|
|
|
| 7 Table 1 ii a (Soundness, Le-Chate1ier expansion
IS 4031(Part 3) ) |
- |
|
|
|
| 7 Table 1 i (Fineness
IS 4031(Part 2)) |
- |
|
|
|
| 6 - Table - 1 vii ( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 vi (Chloride content - Cl 4.13 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 v (Loss on ignition - Cl 6.2 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 iv (Sulphide sulphur (S) - Cl 6.12 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 iii (Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 6.11 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 ii (Magnesia - Cl 6.8 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 i (Insoluble residue - Cl 6.9 of IS 4032:1985) |
- |
|
|
|
| Cl. 7 Table-2 (Cl. 7 Table-2 ii a (Expansion after aeration )) |
- |
|
|
|
| Cl. 7 Table-2 (Cl. 7 Table-2 ii b (Expansion after aeration )) |
- |
|
|
|
|
- |
-
All test facilities are available as per the IS except Transverse Strength Test (Clause 7 and Table 2) which is an optional test |
| 11931 |
BIS, Patna Branch Laboratory (PBL)
| None
| IS 12818 (2010) |
Unplasticized polyvinyl chloride (Pvc - U) screen and casing pipes for bore/tubewells - Specification (Second Revision) |
- |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 9.5 (Tensile Strength
IS 12235(Part 13)) |
- |
|
|
|
| 9.2 (Internal Diameter) |
- |
|
|
|
| 9.3 (Density
IS 12235 (Part 14)) |
- |
|
|
|
| 9.1 ( Visual Appearance) |
- |
|
|
|
| 5 (COLOUR) |
- |
|
|
|
| 7.2 and Table 5, 6 & 7
Fig 1B (Wall thickness, Max) |
- |
|
|
|
| 7.2 and Table 5, 6 & 7
Fig 1B (Wall thickness, Min) |
- |
|
|
|
| 7.2 and Table 5, 6 & 7
Fig 1B (Mean Outer Diameter over Connection) |
- |
|
|
|
| 7.2 and Table 5, 6 & 7
Fig 1B (Outer Diameter at any point, Max) |
- |
|
|
|
| 7.2 and Table 5, 6 & 7
Fig 1B (Outer Diameter at any point , Min) |
- |
|
|
|
| 7.2 and Table 5, 6 & 7
Fig 1B (Mean Outer Diameter of Pipe , Max) |
- |
|
|
|
| 7.2 and Table 5, 6 & 7
Fig 1B (Mean Outer Diameter of Pipe, Min) |
- |
|
|
|
| 7.2 and Table 5, 6 & 7
Fig 1B (Nominal Diameter) |
- |
|
|
|
| 7.2 and Table 5, 6 & 7
Fig 1B (DIMENSIONS - Casing Pipes) |
- |
|
|
|
| 8.4 (Sealing rings - Hardness) |
- |
|
|
|
| 9.6 (Vicat Softening Temperature
IS 12235 (Part 2).) |
- |
|
|
|
| 9.4 and Table 14 (Resistance to External Blows at 0 ?C
IS 12235 (Part 9)) |
- |
|
|
|
| 8.1 to 8.3 and Table 11 &12
Fig 3A & 4A (THREADING OF SCREEN ANDCASING PIPES.
IS 554.) |
- |
|
|
|
|
- |
-
All test facilities available except Effect on Water (Clause 9.7) |
| 11932 |
BIS, Eastern Regional Laboratory (ERL)
| None
| IS 455 (2015) |
Portland slag cement - Specification |
- |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6 - Table - 1 iii (Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 6.11 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 vii ( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 vi (Chloride content - Cl 4.13 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 v (Loss on ignition - Cl 6.2 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 iv (Sulphide sulphur (S) - Cl 6.12 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 ii (Magnesia - Cl 6.8 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 i (Insoluble residue - Cl 6.9 of IS 4032:1985) |
- |
|
|
|
| 7 Table 1 i (Fineness
IS 4031(Part 2)) |
- |
|
|
|
| 7 Table 1 ii a (Soundness, Le-Chate1ier expansion
IS 4031(Part 3) ) |
- |
|
|
|
| 7 Table 1 ii b (Soundness, Autoclave expansion
IS 4031(Part 3) ) |
- |
|
|
|
| 7 Table 1 iii a (Setting Time ( by Vicat Apparatus ),Initial
IS 4031(Part 5)) |
- |
|
|
|
| 7 Table 1 iii b (Setting Time ( by Vicat Apparatus ), Final
IS 4031(Part 5)) |
- |
|
|
|
| 7 Table 1 iv a (Compretsive Strenqth .72 ± 1 hr
IS 4031(Part 6)) |
- |
|
|
|
| 7 Table 1 iv b (Compretsive Strenqth 168 ± 2 hr
IS 4031(Part 6)) |
- |
|
|
|
| 7 Table 1 iv c (Compretsive Strenqth 672 ± 4 hr
IS 4031(Part 6)) |
- |
|
|
|
| Cl. 7 Table-2 (Cl. 7 Table-2 v (Transverse Strength (Optional) ) |
- |
|
|
|
| Cl. 7 Table-2 (Cl. 7 Table-2 ii a (Expansion after aeration )) |
- |
|
|
|
|
- |
-
Mech-Facility not available for transverse strength test( optional);
Chem-Declaration for chloride regarding end use of cement required as per Table 1, Confirmation for testing Alkali Content required. |
| 11933 |
BIS, Eastern Regional Laboratory (ERL)
| None
| IS 4984 (2016) |
Polyethylene pipes for water supply - Specification (Fifth Revision) |
All varieties |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 8.6 (Overall migration) |
- |
|
|
|
| 7.4 table -3 & 4 (6.1 Dimensions) |
- |
|
|
|
| 8.2 (Longitudinal Reversion Test) |
- |
|
|
|
| 8.4 ( Melt Flow Rate) |
- |
|
|
|
| 8.8 (Tensile Strength for Butt-fusion) |
- |
|
|
|
| 8.9 table-6 (Elongation at Break) |
- |
|
|
|
| 7.4 table -3 & 4 (6.1 Dimensions) |
- |
|
|
|
| 8.8 (Tensile Strength for Butt-fusion) |
- |
|
|
|
| 8.9 table-6 (Elongation at Break) |
- |
|
|
|
| 8.3 (Carbon black) |
- |
|
|
|
| 6.2.1 (6.1.1 Identification Stripes) |
- |
|
|
|
| 6.1.4 (PIPE DESCRIPTION) |
- |
|
|
|
| Clause 7.1 (Visual Apperance) |
- |
|
|
|
| 6.2 (Colour) |
- |
|
|
|
| Cl. 8.3 (Carbon Black Dispersion) |
- |
|
|
|
| 8.7 (Density) |
- |
|
|
|
| 8.5 (Oxidation Induction Time) |
- |
|
|
|
|
- |
-
Mech- Facility not available for- Hydraulic test, Slow Crack Growth Rate and Internal Pressure Creep Rupture test. Fused pipes required to be provided for T/S of butt fusion joints. Chem- Facility available |
| 11934 |
BIS, Eastern Regional Laboratory (ERL)
| None
| IS 1489 (Part 1) (2015) |
Portland pozzolana cement - Specification: Part 1 fly Ash Based |
- |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6 - Table - 1 v (Chloride content - Cl 4.13 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 iv (Loss on ignition - Cl 7.1 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 iii (Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 ii (Magnesia - Cl 7.2 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 i (Insoluble residue - Cl 7.4 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 vi ( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985) |
- |
|
|
|
| 7 -Table 2- i (Fineness 4031 Part 2) |
- |
|
|
|
| 7 -Table 2- ii- a (Expansion by Le Chatelier- 4031 Part 3) |
- |
|
|
|
| 7 -Table 2- ii- a (Expansion after aeration - 4031 Part 3) |
- |
|
|
|
| 7 -Table 2- ii- b (Expansion by Autoclave- 4031 Part 3) |
- |
|
|
|
| 7 -Table 2- ii- b (Expansion after aeration- 4031 Part 3) |
- |
|
|
|
| 7 -Table 2- iii- a (Setting Time Initial- 4031 Part 5) |
- |
|
|
|
| 7 -Table 2-iii- b (Setting Time Final- 4031 Part 5) |
- |
|
|
|
| 7 -Table 2- iv- a (Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
|
|
|
| 7 -Table 2- iv- b (Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
|
|
|
| 7 -Table 2- iv- c (Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
|
|
|
| 7 -Table 2- vi (Drying Shrinkage- IS 4031 Part 10) |
- |
|
|
|
| 7 -Table 2- ii- b (Expansion after aeration- 4031 Part 3) |
- |
|
|
|
| 7 -Table 2- ii- a (Expansion after aeration - 4031 Part 3) |
- |
|
|
|
| 7 -Table 2- v (Transverse Strength - IS 4031 Part 8 (Optional)) |
- |
|
|
|
|
- |
-
Mech- Facility not available for transverse strength test( optional); Chem-Declaration for chloride regarding end use of cement (as per Table 1) and declaration of fly ash content & Confirmation for testing Alkali Content required. |
| 11935 |
BIS, Eastern Regional Laboratory (ERL)
| None
| IS 694 (2010) |
Polyvinyl chloride insulated unsheathed and sheathed cables/cords with rigid and flexible conductor for rated voltages up to and including 450/750 v (Fourth Revision) |
Complete for Category 01- up to & including 400 sq mm |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1 (Conductor - Material) |
- |
|
|
|
| 4.2 (Conductor resistance test) |
- |
|
|
|
| 5.1 (Insulation) |
- |
|
|
|
| 6.1 (Filler) |
- |
|
|
|
| 4.1 (Annealing test (for copper)) |
- |
|
|
|
| 4.1 (Tensile test (for Al)-Before Stranding) |
- |
|
|
|
| 4.1 (Tensile test (for Al)- After Stranding) |
- |
|
|
|
| 4.1 (Wrapping test (for Al)) |
- |
|
|
|
| 10.11 (Per sulphate test (for tinned Cu cable only)) |
- |
|
|
|
| (Cl.16.1)
(Cl.19.1) (Conductor- Diameter ) |
- |
|
|
|
| 5.2 (Application ) |
- |
|
|
|
| 6.2 (Filler) |
- |
|
|
|
| 7 (Binder Tape) |
- |
|
|
|
| 8.1 (Sheath Material ) |
- |
|
|
|
| (Cl. 18.1.4)
(Cl. 19.1.5)
(Cl. 20.1.4)
(Cl. 22.1.4) (Colour of Sheath) |
- |
|
|
|
| 9 (Overall dimensions) |
- |
|
|
|
| 9.1 (Ovality) |
- |
|
|
|
| Table 1 iii) c) 1) (Tensile strength (Without ageing)) |
- |
|
|
|
| Table 1 iii) c) 1) (Elongation (Without ageing)) |
- |
|
|
|
| Table 1 iii) c) 3) (Tensile strength (After ageing)) |
- |
|
|
|
| Table 1 iii) c) 3) (Elongation (After ageing)) |
- |
|
|
|
| Table 1 iii) c) 3) (TS variation) |
- |
|
|
|
| Table 1 iii) c) 3) (Elongation variation) |
- |
|
|
|
| Table 1 iii) d) 1) (Sheath -Tensile strength (Without ageing)) |
- |
|
|
|
| Table 1 iii) d) 1) (Sheath- Elongation (Without ageing)) |
- |
|
|
|
| Table 1 iii) d) 3) (Sheath- Tensile strength (After ageing)) |
- |
|
|
|
| Table 1 iii) d) 3) (Sheath- Elongation (After ageing)) |
- |
|
|
|
| Table 1 iii) d) 3) (Sheath- TS variation) |
- |
|
|
|
| Table 1 iii) d) 3) (Sheath- Elongation variation) |
- |
|
|
|
| Table 1 iii) c) 2) (Loss of mass- Insulation ) |
- |
|
|
|
| Table 1 iii) d) 2) (Loss of mass- Sheath ) |
- |
|
|
|
| Table 1 iii) c) 4) (Shrinkage-Insulation) |
- |
|
|
|
| Table 1 iii) d) 4) (Shrinkage- Sheath ) |
- |
|
|
|
| Table 1 iii) c) 5) (Heat shock-Insulation ) |
- |
|
|
|
| Table 1 iii) d) 5) (Heat shock-Sheath ) |
- |
|
|
|
| Table 1 iii) c) 6) (Hot deformation - Indentation depth- Insulation) |
- |
|
|
|
| Table 1 iii) d) 6) (Hot deformation -Indentation depth - Sheath ) |
- |
|
|
|
| 10.4 (Flammability test-Burning after flame removal) |
- |
|
|
|
| 10.4 (Flammability test- Unaffected portion) |
- |
|
|
|
| Table 1 iii) c) 8) (Cold bend for insulation) |
- |
|
|
|
| Table 1 iii) d) 8) (Cold bend for sheath) |
- |
|
|
|
| Table 1 iii) c) 9) (Cold impact for insulation) |
- |
|
|
|
| Table 1 iii) d) 9) (Cold impact for sheath) |
- |
|
|
|
| Table 1 iii) c) 7) (Thermal stability- Insulation ) |
- |
|
|
|
| Table 1 iii) d) 7) (Thermal stability- Sheath ) |
- |
|
|
|
| table 1 e) 3) (Volume Resistivity - Room temp ) |
- |
|
|
|
| table 1 e) 3) (Volume Resistivity - Maximum temp) |
- |
|
|
|
| table 1 e) 3) (IR constant- Room temp ) |
- |
|
|
|
| table 1 e) 3) (IR constant- max. Temp) |
- |
|
|
|
| 10.1 (HV (water immersion)) |
- |
|
|
|
| 10.1 (HV (water immersion)) |
- |
|
|
|
| 10.2 (HV (room temperature)) |
- |
|
|
|
| 11 (Identification) |
- |
|
|
|
| 11.1 (Durability) |
- |
|
|
|
| 11.2 (Legibility) |
- |
|
|
|
| 4.1 (Conductor - Material) |
- |
|
|
|
| 4.1 (Conductor - Material) |
- |
|
|
|
| 4.1 (Conductor - Material) |
- |
|
|
|
| 8.3 (Avarage thickness of Sheath) |
- |
|
|
|
| 5.3 (Minimum thickness of insulation) |
- |
|
|
|
| 5.3 (Avarage thickness of insulation) |
- |
|
|
|
| Table 2, IS 8130 (No fo wire in a conductor) |
- |
|
|
|
| 4, IS 8130 (Construction of conductor) |
- |
|
|
|
| 8.1 (Sheath Material ) |
- |
|
|
|
| 12.0 (Core identification) |
- |
|
|
|
| Table 1 (Category Code) |
- |
|
|
|
| Table 4 (Copper purity test) |
- |
|
|
|
| 8.3 (Minimum thickness of Sheath) |
- |
|
|
|
| 4.4 (Joints in Conductor) |
- |
|
|
|
| 4.4 (Joints in Conductor) |
- |
|
|
|
| 10.11 (Persulphate Test ) |
- |
|
|
|
| 10.9 (Additional ageing test (OU cables only) -HV test (at 60±3oC)) |
- |
|
|
|
|
- |
-
Chem- Facility available for Cu purity only,Gr to be declared. Elect- Cat -01, 02 (Facility not available for- Loss of mass above 1.2 mm, Tensile & Elongation above 2.0 mm thickness.) Cat- FR, FR-LSH-( Facility not available for- oxygen index, temp. index test, Smoke Density Tests). Chem- Facility available for Cu purity only,Grade/class to be declared |
| 11936 |
BIS, Central Laboratory (CL)
| None
| IS 13334 : Part 1 (2014) |
Skimmed milk powder - Specification: Part 1 standard grade (Second Revision) |
- |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.6 (Bacterial count) |
- |
|
|
|
| 5.6 (Coliform count ) |
- |
|
|
|
| 5.6 (Escherichia coli) |
- |
|
|
|
| 5.6 (Coagulase positive Staphylococcus aureus) |
- |
|
|
|
| 5.6 (Salmonella) |
- |
|
|
|
| 5.6 (Spore count, Aerobic (Bacillus cereus)) |
- |
|
|
|
| 5.6 (Spore count, Anaerobic (Sulfite reducing Clostridia)) |
- |
|
|
|
| 5.6 (Listeria monocytogenes) |
- |
|
|
|
| 4 (Description) |
- |
|
|
|
| Cl 5.1 (Milk intended (IS 1479 - Part 1)) |
- |
|
|
|
| 5.2 (Absence of extraneous matter, added colour and added flavour) |
- |
|
|
|
| Cl 5.3 (Calcium chloride,
citric acid and sodium citrate, sodium salts of
orthophosphoric acid and polyphosphoric acid (as
linear phosphate), ) |
- |
|
|
|
| Cl 5.4 (The flavour of the product or of the reconstituted
milk shall be pleasant and clean (see IS 10030).) |
- |
|
|
|
| 5.6 (Moisture) |
- |
|
|
|
| 5.6 (Milk protein in milk solids not fat) |
- |
|
|
|
| 5.6 (Milk fat) |
- |
|
|
|
| 5.6 (Insolubility index) |
- |
|
|
|
| 5.6 (Milk fat) |
- |
|
|
|
| 5.6 (Titratable acidity (lactic acid)) |
- |
|
|
|
| 5.6 (Scorched particles) |
- |
|
|
|
| 5.6 (Total ash (on dry basis)) |
- |
|
|
|
| 5.6 (Coliform count ) |
- |
|
|
|
| 5.6 (Salmonella) |
- |
|
|
|
| 5.6 (Bacterial count) |
- |
|
|
|
|
- |
-
500 gm x 3 |
| 11937 |
BIS, Western Regional Laboratory (WRL)
| None
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
- |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl. 6.1 (Nominal Size) |
- |
|
|
|
| Cl 7.2 (Weight) |
- |
|
|
|
| Cl. 8.1 Table 3 (Elongation, percentage) |
- |
|
|
|
| Cl. 8.1 Table 3 (TS/YS ratio) |
- |
|
|
|
| Cl. 8.1 Table 3 (Tensile Strength (TS)) |
- |
|
|
|
| Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), ) |
- |
|
|
|
| Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar)) |
- |
|
|
|
| Cl. 9.3, Table 4 (Bend Test ) |
- |
|
|
|
| Cl.9.4 & Cl. 9.4.1 (Rebend test) |
- |
|
|
|
| 4.1 (Silicon %) |
- |
|
|
|
| 4.1 (Sulphur %) |
- |
|
|
|
| 4.1 (Phosphorus %) |
- |
|
|
|
| 4.1 (Manganese %) |
- |
|
|
|
| 4.1 (Carbon %) |
- |
|
|
|
| Cl. 8.1 Table 3 (Yield Stress (YS)) |
- |
|
|
|
| 4.1 (Sulphur and phosphorous) |
- |
|
|
|
|
- |
-
Test facilities are not available for the following:
(1) Total elongation at maximum force,
(2) Pull out test (Type test)
(3) Sizes above 25 mm,
(4) Micro-alloy/low alloys, Nb, V, B and Ti, Cr, Cu, Ni, Mo, Nirogen and nitrogen binding elements, like Nb, V, Ti, Al |
| 11938 |
BIS, Bengaluru Branch Laboratory (BNBL)
| None
| IS 2347 (2017) |
Domestic pressure cooker - Specification (Sixth Revision) |
- |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 8.1 (testing of handles of the cooker) |
- |
|
|
|
| 8.9 (Test for Spring Loaded Mechanism) |
- |
|
|
|
| 8.8 (Test for Spring Loaded Mechanism) |
- |
|
|
|
| 8.6.2 (Tests for Removal of Lid under Pressure For inner Lid Cooker) |
- |
|
|
|
| 8.6.1 (Tests for Removal of Lid under Pressure For Outer Lid Cooker) |
- |
|
|
|
| 8.5 (Bursting Pressure Test) |
- |
|
|
|
| 8.6.2 (Tests for Removal of Lid under Pressure For inner Lid Cooker) |
- |
|
|
|
| 8.6.1 (Tests for Removal of Lid under Pressure For Outer Lid Cooker) |
- |
|
|
|
| 8.5 (Bursting Pressure Test) |
- |
|
|
|
| 8.4 (Test for Safety Pressure Relief Device) |
- |
|
|
|
| 8.3 (Operating Test for Pressure Regulating Device) |
- |
|
|
|
| 8.2 (Proof Pressure Test) |
- |
|
|
|
| 8.1 (Air Pressure Test) |
- |
|
|
|
| 7.4 (WORKMANSHIP AND FINISH) |
- |
|
|
|
| 7.3 (WORKMANSHIP AND FINISH) |
- |
|
|
|
| 7.2 (WORKMANSHIP AND FINISH) |
- |
|
|
|
| 7.1 (WORKMANSHIP AND FINISH) |
- |
|
|
|
| 6.4.1.1 (Handles and Knobs) |
- |
|
|
|
| 6.2.2 (Safety Relief Device) |
- |
|
|
|
| 6.2.1 (Safety Relief Device) |
- |
|
|
|
| 6.2 (Safety Relief Device) |
- |
|
|
|
| 6.1.5 (Pressure Regulating Device) |
- |
|
|
|
| 6.1.4 (Pressure Regulating Device) |
- |
|
|
|
| 6.1.3 (Pressure Regulating Device) |
- |
|
|
|
| 6.1.2 (Pressure Regulating Device) |
- |
|
|
|
| 6.1.1 (Pressure Regulating Device) |
- |
|
|
|
| 6.1 (Pressure Regulating Device) |
- |
|
|
|
| 6 (CONSTRUCTION) |
- |
|
|
|
| 4.1 (Capacity) |
- |
|
|
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| 6.4.1 (Handles and Knobs) |
- |
|
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| 6.1.1 (Construction - Pressure Regulating Device) |
- |
|
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| 6.2 NOTE (Construction-Safety Relief Device) |
- |
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| 6.3 (Construction-Temperature Responsive Pressure Relief Device) |
- |
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| 6.3.1 (Temperature Responsive Pressure Relief Device) |
- |
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|
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| 6.3.1 (Temperature Responsive Pressure Relief Device) |
- |
|
|
|
| 6.4.1 (Construction - Handles and Knobs) |
- |
|
|
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| 8.4 Annex H-1.1 (Test for SPRD - For Destructible Devices ) |
- |
|
|
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| 8.4 Annex H-1.2 (Test for SPRD - For Resettable Devices ) |
- |
|
|
|
| 8.4 (Test for SPRD) |
- |
|
|
|
| 8.10 (a) (Handles of the cooker- Resistance to Burning) |
- |
|
|
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| 8.10 (b) (Handles of the cooker- Heat Resistance) |
- |
|
|
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| 8.10 (c) (Handles of the cooker- Torque Strength) |
- |
|
|
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| 8.10 (d) (Handles of the cooker- Bending Strength) |
- |
|
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| 8.10 (e) (Handles of the cooker- Fatigue Resistance) |
- |
|
|
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| 8.10 (f) (Handles of the cooker- Thermal Insualtion Test) |
- |
|
|
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| 8.10 NOTES (3) (Handles of the cooker - Proof Pressure) |
- |
|
|
|
| 8.10 NOTES (4) (Handles of the cooker) |
- |
|
|
|
| 8.10 NOTES (5) (Handles of the cooker) |
- |
|
|
|
| 8.10 NOTES (6) (Handles of the cooker) |
- |
|
|
|
| 8.11 (External Coating ) |
- |
|
|
|
| 8.12 (Internal Coating) |
- |
|
|
|
| 8.14 (3 Ply Construction Cooker Body) |
- |
|
|
|
|
- |
-
Except Material Testing |
| 11939 |
BIS, Bengaluru Branch Laboratory (BNBL)
| None
| IS 1489 (Part 1) (2015) |
Portland pozzolana cement - Specification: Part 1 fly Ash Based |
- |
- 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) |
- |
|
|
|
| 6 - Table - 1 ii (Magnesia - Cl 7.2 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 iii (Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 iv (Loss on ignition - Cl 7.1 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 v (Chloride content - Cl 4.13 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 vi ( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985) |
- |
|
|
|
| 7 -Table 2- vi (Drying Shrinkage- IS 4031 Part 10) |
- |
|
|
|
| 7 -Table 2- iv- c (Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
|
|
|
| 7 -Table 2- iv- b (Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
|
|
|
| 7 -Table 2- iv- a (Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
|
|
|
| 7 -Table 2- iv- b (Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
|
|
|
| 7 -Table 2- iv- a (Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
|
|
|
| 7 -Table 2-iii- b (Setting Time Final- 4031 Part 5) |
- |
|
|
|
| 7 -Table 2- iii- a (Setting Time Initial- 4031 Part 5) |
- |
|
|
|
| 7 -Table 2- ii- b (Expansion by Autoclave- 4031 Part 3) |
- |
|
|
|
| 7 -Table 2- i (Fineness 4031 Part 2) |
- |
|
|
|
| 7 -Table 2- ii- a (Expansion after aeration - 4031 Part 3) |
- |
|
|
|
| 7 -Table 2- ii- b (Expansion after aeration- 4031 Part 3) |
- |
|
|
|
| 7 -Table 2- ii- a (Expansion by Le Chatelier- 4031 Part 3) |
- |
|
|
|
|
- |
-
Expect Transverse Strength |
| 11940 |
BIS, Bengaluru Branch Laboratory (BNBL)
| None
| IS 269 (2015) |
Ordinary portland cement - Specification (Sixth Revision) |
33 GR 43GR 53 GR |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.1 Table-2 i. (Ratio of percentage of lime to percentage of silica, alumina and iron oxide) |
- |
|
|
|
| 6 - Table - 1 ii (Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985) |
- |
|
|
|
| 6.1 Table-2 iii. (Insoluble residue) |
- |
|
|
|
| 6.1 Table-2 iv (Magnesia) |
- |
|
|
|
| 6 - Table - 1 v (Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985) |
- |
|
|
|
| 6.1 Table-2 vi (Loss on ignition) |
- |
|
|
|
| 6 - Table - 1 vii (Chloride content - Cl 4.13 of IS 4032:1985) |
- |
|
|
|
| 6.1 Table-2 viii (Alkali content) |
- |
|
|
|
| 7 Table-3 iv c (Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
|
|
|
| 7 Table-3 iv b (Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
|
|
|
| 7 Table-3 iv a (Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
|
|
|
| 7 Table-3 iii b (Setting Time Final) |
- |
|
|
|
| 7 Table-3 iii a (Setting Time Initial) |
- |
|
|
|
| 7 Table-3 ii b (Expansion by Autoclave) |
- |
|
|
|
| 7 Table-3 i. (Fineness) |
- |
|
|
|
| 7 Table-3 ii a (Expansion by Le Chatelier) |
- |
|
|
|
| 7 Table-3 ii a (Expansion after aeration) |
- |
|
|
|
| 7 Table-3 ii b (Expansion after aeration) |
- |
|
|
|
|
- |
-
Expect Transverse Strength |
