| 14041 |
BIS, Southern Regional Laboratory (SRL)
| None
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
- |
25780 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 9.4 (Load In Other Direction From Bend) |
- |
|
|
|
| Cl 7.2 (Weight) |
- |
|
|
|
| Cl 5 (Deformations and Surface Characteristics) |
- |
|
|
|
| Cl 6.1 (Length, Width & Thickness) |
- |
|
|
|
| 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. 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 Note 2, Amendment 1 & 3 (Nb+V+B+Ti) |
- |
|
|
|
| Clause 4.2 Note 3, Amendment 1 & 3 (Cr+Cu+Ni+Mo+P) |
- |
|
|
|
| Clause 4.2, Amendment 3 Note 4 ("In order to ascertain whether sufficient quantities of nitrogen binding elements are present, following formula may be used, where all elements are in ppm.
(N−120)< (Al free/10)+((Ti+V)/7)+(Nb/14)") |
- |
|
|
|
| 4.2 (Boron (B)) |
- |
|
|
|
| 4.2 (Niobium (Nb)) |
- |
|
|
|
| 4.1 (Carbon %) |
- |
|
|
|
| 4.1 (Manganese %) |
- |
|
|
|
| 4.1 (Phosphorus %) |
- |
|
|
|
| 4.1 (Silicon %) |
- |
|
|
|
| 4.1 (Sulphur %) |
- |
|
|
|
| 4.1 ( Copper %) |
- |
|
|
|
| 4.1 ( Aluminium %) |
- |
|
|
|
| 4.1 ( Nitrogen%) |
- |
|
|
|
| 4.1 ( Nb) |
- |
|
|
|
| 4.1 (V) |
- |
|
|
|
| 4.1 ( Ti) |
- |
|
|
|
| 4.1 (Cr) |
- |
|
|
|
| 4.1 (Mo) |
- |
|
|
|
| 4.1 (Ni) |
- |
|
|
|
| 4.1 (CE) |
- |
|
|
|
| 4.1 (Sulphur and phosphorous) |
- |
|
|
|
|
- |
-
" 1 mtr x3pcS. Chemical facility is available.
Excluding EXCEPT Pullout TEST, Bend and Rebend, 0.2 percent proof stress/ yield stress, Total elongation at maximum force, bar size restricted upto 20 mm for TENSILE TEST |
| 14042 |
BIS, Southern Regional Laboratory (SRL)
| None
| IS 2347 (2017) |
Domestic pressure cooker - Specification (Sixth Revision) |
- |
14700 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 8.3 (Operating Test for Pressure Regulating Device) |
- |
|
|
|
| 8.4 (Test for Safety Pressure Relief Device) |
- |
|
|
|
| 8.5 (Bursting Pressure Test) |
- |
|
|
|
| 8.2 (Proof Pressure Test) |
- |
|
|
|
| 8.1 (Air Pressure Test) |
- |
|
|
|
| 4.1 (Capacity) |
- |
|
|
|
| 4.1 (Capacity ) |
- |
|
|
|
| 8.2 (Proof Pressure Test) |
- |
|
|
|
| 8.5 (Bursting Pressure Test) |
- |
|
|
|
| 8.1 (Air Pressure Test) |
- |
|
|
|
| 8.6.1 (Tests for Removal of Lid under Pressure For Outer Lid Cooker) |
- |
|
|
|
| 8.6.2 (Tests for Removal of Lid under Pressure For inner Lid Cooker) |
- |
|
|
|
| 7.1 (WORKMANSHIP AND FINISH) |
- |
|
|
|
| 7.2 (WORKMANSHIP AND FINISH) |
- |
|
|
|
| 7.3 (WORKMANSHIP AND FINISH) |
- |
|
|
|
| 6.4.1.1 (Handles and Knobs) |
- |
|
|
|
| 6.4.1 (Handles and Knobs) |
- |
|
|
|
| 6.1 (Pressure Regulating Device) |
- |
|
|
|
| 6.1.1 (Pressure Regulating Device) |
- |
|
|
|
| 6.1.2 (Pressure Regulating Device) |
- |
|
|
|
| 6.1.3 (Pressure Regulating Device) |
- |
|
|
|
| 6.1.4 (Pressure Regulating Device) |
- |
|
|
|
| 6.1.5 (Pressure Regulating Device) |
- |
|
|
|
| 6.2 (Safety Relief Device) |
- |
|
|
|
| 6.2.1 (Safety Relief Device) |
- |
|
|
|
| 6.2.2 (Safety Relief Device) |
- |
|
|
|
|
- |
-
" 1 No
Excluding Excl Temp. Responsive Pressure Relief Device, Chromium over nickel plating, External Coating, Internal Coating and Chemical tests |
| 14043 |
BIS, Eastern Regional Laboratory (ERL)
| None
| IS 2062 (2011) |
Hot rolled medium and high tensile structural steel - Specification (Seventh Revision) |
For all grades except for the tests mentioned in remarks |
3200 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 10.3 (UTM) |
- |
|
|
|
| Cl 11.3 (Press) |
- |
|
|
|
| Cl 12 (Sudden Load Applied) |
- |
|
|
|
| Cl 15 (Length, Width & Thickness) |
- |
|
|
|
| Cl 15 (Length, Width & Thickness) |
- |
|
|
|
| Cl 15 (Length, Width & Thickness) |
- |
|
|
|
| Clause - 5, 8.1 & 8.2 (E650, SILICON) |
- |
|
|
|
| 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 7 (Workmanship) |
- |
|
|
|
| Clause - 5, 8.1 & 8.2 (E650, ALUMINIUM) |
- |
|
|
|
| Clause 8, Table 1, Note 5 (Titanium) |
- |
|
|
|
| Clause - 5, 8.1 & 8.2 (E300, NITROGEN) |
- |
|
|
|
| 14.2 (Grain Size) |
- |
|
|
|
| 14.2 (Inclusion) |
- |
|
|
|
| Clause 11.3 (Bend Test) |
- |
|
|
|
|
- |
-
Mech - Facility not available for NDT tests ; for impact test prepared pieces to be sent; Prepared test piece to be sent for Y groove crackability test.
Chem- Facility not available for Microalloys & Al. Type of Killed material, Carbon Equivalent & Nitrogen content to be indicated in case the same are to be tested. |
| 14044 |
BIS, Eastern Regional Laboratory (ERL)
| None
| IS 12818 (2010) |
Unplasticized polyvinyl chloride (Pvc - U) screen and casing pipes for bore/tubewells - Specification (Second Revision) |
All sizes/types |
Rs.6450.00 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B (Mean Outer Diameter of Pipe) |
- |
|
|
|
| 7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B (Outer Diameter at any point ) |
- |
|
|
|
| 7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B (Mean Outer Diameter over Connection) |
- |
|
|
|
| 7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B (Wall thickness) |
- |
|
|
|
| 7.2 and Table 5, 6 & 7
Fig 1B (Mean Outer Diameter of Pipe, Min) |
- |
|
|
|
| 7.2 and Table 5, 6 & 7
Fig 1B (Mean Outer Diameter of Pipe , Max) |
- |
|
|
|
| 7.1, 7.2 and Table 5, 6 & 7 Fig 1B (Outer Diameter at any point , Min) |
- |
|
|
|
| 7.1, 7.2 and Table 5, 6 & 7 Fig 1B (Outer Diameter at any point, Max) |
- |
|
|
|
| 7.1, 7.2 and Table 5, 6 & 7 Fig 1B (Mean outside dia over connection,mm (Take 4 reading and maximum valu reported)) |
- |
|
|
|
| 7.2 and Table 5, 6 & 7
Fig 1B (Wall thickness, Min) |
- |
|
|
|
| 7.2 and Table 5, 6 & 7
Fig 1B (Wall thickness, Max) |
- |
|
|
|
| 7.4 Table 8 & 9
Fig 1 (Effective length, l2) |
- |
|
|
|
| 7.4 Table 8 & 9
Fig 1 (Segmental length, l3) |
- |
|
|
|
| 8.1 to 8.3 and Table 11 &12
Fig 3A & 4A (THREADING OF SCREEN ANDCASING PIPES.
IS 554.) |
- |
|
|
|
| 8.4 (Sealing rings - Hardness) |
- |
|
|
|
| 9.3 (Density
IS 12235 (Part 14)) |
- |
|
|
|
| 9.4 and Table 14 (Resistance to External Blows at 0 ?C
IS 12235 (Part 9)) |
- |
|
|
|
| 9.5 (Tensile Strength
IS 12235(Part 13)) |
- |
|
|
|
| 9.6 (Vicat Softening Temperature
IS 12235 (Part 2).) |
- |
|
|
|
| 9.1 ( Visual Appearance) |
- |
|
|
|
| 7.4 Table 8 & 9
Fig 1 (Segmental length, l3) |
- |
|
|
|
| Cl 9.7 (Effect on Water Lead (first extraction)) |
- |
|
|
|
| Cl 9.7 (Effect on Water Lead (third extraction)) |
- |
|
|
|
| Cl 9.7 (Effect on Water Dialkyl tin C4 and higher homologues(measuredas tin )(third extraction )) |
- |
|
|
|
| Cl 9.7 (Effect on Water Cadmium (mean of first extraction, second extraction and third extraction)) |
- |
|
|
|
| Cl 9.7 (Effect on Water Mercury (mean of first extraction, second extraction and third extraction)) |
- |
|
|
|
| 7.4 Table 8 & 9 Fig 1 (Segmental length for Spigot (average of 4.0)) |
- |
|
|
|
| 7.4 Table 8 & 9 Fig 1 (Segmental length,mm for socket (average of 4.0)) |
- |
|
|
|
| CL 7.1,7.2 (Mean out side Diameter (For less than or equal to 40 mm- Average of 8 , For higher diameters up to 110 mm average of 6)) |
- |
|
|
|
| 7.1, 7.2 and Table 5, 6 & 7 Fig 1B (Mean outside dia over connection,mm (Take 4 reading and maximum valu reported)) |
- |
|
|
|
|
- |
-
Chemical: All except Effect on Water which is for Pipes above 60 mm Nominal dia and except for the requirement of 'Other Toxic Substances such a di-n-octyl Tin -s-s bis iso-octyl mercapto acetate' and 'butyl stearate'; Mech- All except HST. |
| 14045 |
BIS, Eastern Regional Laboratory (ERL)
| None
| IS 4985 (2000) |
Unplasticized pvc pipes for potable water supplies - Specification (Third Revision) |
All sizes/varieties |
4550 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7.1.1.1 (DIMENSIONS-PIPE-Mean O.D. Variation) |
- |
|
|
|
| 7.1.1.2 (DIMENSIONS-PIPE-O.D. at any Point (Minimum)) |
- |
|
|
|
| 7.1.1.2 (DIMENSIONS-PIPE-O.D. at any Point (Maximum)) |
- |
|
|
|
| 7.1.2.1 (DIMENSIONS-PIPE-Thickness(Minimum)) |
- |
|
|
|
| 7.1.2.1 (DIMENSIONS-PIPE-Thickness(Maximum)) |
- |
|
|
|
| 7.1.2.1 (DIMENSIONS-PIPE-Average Thickness) |
- |
|
|
|
| 7.2.1 (DIMENSIONS-Socket) |
- |
|
|
|
| 10.2 (PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity) |
- |
|
|
|
| 10.4 (PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test) |
- |
|
|
|
| 10.5 (PHYSICAL AND CHEMICAL CHARACTERISTICS- Vicat Softening Temperature) |
- |
|
|
|
| 10.6 (PHYSICAL AND CHEMICAL CHARACTERISTICS- Density) |
- |
|
|
|
| 11.2 (Resistance to External Blows at 0°C) |
- |
|
|
|
| 10.1 (PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance) |
- |
|
|
|
| 10.1.1 (PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance) |
- |
|
|
|
| 7.2.1.1-Table 3 (DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Maximum)) |
- |
|
|
|
| Clause 10.7 (Sulphated Ash Content) |
- |
|
|
|
| 10.3 ("Effect on Water
a) Lead (first extraction) ") |
- |
|
|
|
| 10.3 (b) Lead (Third extraction)) |
- |
|
|
|
| 10.3 (c) Dialkyl Tin C4 & higher homologues measured as Tin (Third extraction)) |
- |
|
|
|
| 10.3 (d) Cadmium (All three extracts)) |
- |
|
|
|
| 10.3 (e) Mercury (All three extracts)) |
- |
|
|
|
|
- |
-
Chemical: All except Effect on Water which is for Pipes above 60 mm Nominal dia and except for the requirement of 'Other Toxic Substances such a di-n-octyl Tin -s-s bis iso-octyl mercapto acetate' and 'butyl stearate'; Mech- All except HST. |
| 14046 |
BIS, Western Regional Laboratory (WRL)
| None
| IS 398 : Part 2 (1996) |
Aluminium conductors for overhead transmission purposes - Specification: Part 2 aluminium conuuctors, galvanized steel - Reinforced (Third Revision) |
Up to 100 sq mm |
Please see remarks. View breakup
(I) For galvanized steel core only (consisting of 7 steel strands)- Rs.2850.00, (II) For galvanized steel reinforced stranded conductors with nominal aluminium area upto and including 100mm2-(a) For single steel wire core (1 steel + 6 Aluminium)- Rs. 1950.00 (b) For 7 wire core (7 steel + 6 Aluminium) - Rs. 4000.00, (III) For galvanized steel reinforced stranded conductors with nominal aluminium area more than 100mm2 (excluding special tests as per Cl. 13.9, 13.10 & 13.11)-(a) For stranded conductors with 37 strands-Rs.7900/-, (b) For stranded conductors with 49 strands-Rs.10000/-, (c) For stranded conductors with 61 strands-Rs.11100/-,
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 10 (elec) (Stranding) |
- |
|
|
|
| 10 (elec) (Stranding) |
- |
|
|
|
| 10 (elec) (Stranding) |
- |
|
|
|
| 13.4.2 (elec) (Ductility by Elongation Test before stranding) |
- |
|
|
|
| 13.4.2 (elec) (Ductility by Elongation Test after stranding) |
- |
|
|
|
| 13.6 (elec) (Resistance test-Aluminium wire before Stranding) |
- |
|
|
|
| 13.6 (elec) (Resistance test-Aluminium wire after stranding) |
- |
|
|
|
| 13.9 (elec) (Surface condition test) |
- |
|
|
|
| 13.10 (elec) (Ultimate breaking load) |
- |
|
|
|
| 13.11 (elec) (Stress-strain test) |
- |
|
|
|
| 13.8 Table-4 (elec) (Lay Ratio- Steel Core (6 Wire Layer)) |
- |
|
|
|
| 13.8 Table-4 (elec) (Lay Ratio- Steel Core (6 Wire Layer)) |
- |
|
|
|
| 13.8 Table-4 (elec) (Lay Ratio- Aluminium Wire Innermost Layer of Conductors with 3 Aluminium Wire Layers) |
- |
|
|
|
| 13.8 Table-4 (elec) (Lay Ratio- Aluminium Wire Layer Immediately Beneath Outermost Layer) |
- |
|
|
|
| 13.8 Table-4 (elec) (Lay Ratio- Aluminium Wire Outermost Layer) |
- |
|
|
|
| 13.7.2 (elec) (Uniformity of Zinc coating) |
- |
|
|
|
| 13.7.2 (elec) (Mass of Zinc coating) |
- |
|
|
|
| 13.5.2 (elec) (Wrapping Test Galvanized Steel Wires After Stranding) |
- |
|
|
|
| 13.5.2 (elec) (Wrapping Test Galvanized Steel Wires Before Stranding) |
- |
|
|
|
| 13.5.1 (elec) (Wrapping Test Aluminium Wires After Stranding) |
- |
|
|
|
| 13.5.1 (elec) (Wrapping Test Aluminium Wires Before Stranding) |
- |
|
|
|
| 13.4.1 (elec) (Ductility by Torsion Test after stranding) |
- |
|
|
|
| 13.4.1 (elec) (Ductility by Torsion Test before stranding) |
- |
|
|
|
| 13.3 Table 2 (elec) (Breaking Load of Steel Wires After Stranding) |
- |
|
|
|
| 13.3 Table 2 (elec) (Breaking Load of Steel Wires Before Stranding) |
- |
|
|
|
| 13.3 Table 1 (elec) (Breaking Load of Aluminium Wires After Stranding) |
- |
|
|
|
| 13.3 Table 1 (elec) (Breaking Load of Aluminium Wires Before Stranding) |
- |
|
|
|
| 8.1.1 & 13.2 Table 2 (elec) (Diameter of Steel Wires After Stranding) |
- |
|
|
|
| 8.1.1 & 13.2 Table-1 (elec) (Diameter of Aluminium Wires After Stranding) |
- |
|
|
|
| 8.1.1 & 13.2 Table 2 (elec) (Diameter of Steel Wires Before Stranding) |
- |
|
|
|
| 8.1.1 & 13.2 Table-1 (elec) (Diameter of Aluminium Wires Before Stranding) |
- |
|
|
|
|
- |
-
Test facility not available for Cl. 13.9, 13.10 and 13.11 for size 100 sq.mm and above. |
| 14047 |
BIS, Western Regional Laboratory (WRL)
| None
| IS 3854 (1997) |
Switches for domestic and similar purposes - Specification (Second Revision) |
- |
Please see remarks. View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 10 (Protection against Electric Shock) |
- |
|
|
|
| 11.1 (Provision for earthing) |
- |
|
|
|
| 12.2.3 (Mechanical strength of terminals) |
- |
|
|
|
| 12.2.4 (Resistance to corrosion) |
- |
|
|
|
| 12.2.5 (Undue damage to conductor) |
- |
|
|
|
| 12.2.7 (Insertion of conductor) |
- |
|
|
|
| 12.2.11 (Distance between screw and conductor) |
- |
|
|
|
| 12.3.2 (Screwless terminals) |
- |
|
|
|
| 12.3.4 (Material of terminals) |
- |
|
|
|
| 12.3.11 (vi) Electrical & Thermal Stresses [Cl 12.3.11]) |
- |
|
|
|
| 12.3.12 (vii) Deflection Stresses [Cl. 12.3.12]) |
- |
|
|
|
| 13.15 (q) Requirements for membrane in inlet opening [ Cl. 13.15]) |
- |
|
|
|
| 15.1 (Resistance to Ageing, to Harmful Ingress of water and to Humidity [Cl. 15]: Resistance to Ageing, [Cl. 15.1]) |
- |
|
|
|
| 15.2 (b)Resistance to Harmful ingress of water [Cl. 15.2]) |
- |
|
|
|
| 15.3 (c) Resistance to Humidity [Cl. 15.3]) |
- |
|
|
|
| 16.1 (Insulation resistance [Cl. 16.1]) |
- |
|
|
|
| 16.2 ( Electric Strength [Cl. 16.2]) |
- |
|
|
|
| 17 (Temperature- rise [Cl. 17]) |
- |
|
|
|
| 19 (Normal Operation [Cl. 19] a) General & Operation) |
- |
|
|
|
| 19 (b) Electric Strength) |
- |
|
|
|
| 19 (c)Temperature-rise ) |
- |
|
|
|
| 19.2 (Normal Operation (For AX type Switches) [Cl. 19.2]) |
- |
|
|
|
| 20 (Mechanical Strength Test [Cl. 20]) |
- |
|
|
|
| 21 (Resistance to Heat [Cl.21]) |
- |
|
|
|
| 22 (Screw, Current Carrying Part And Connection [Cl.22]) |
- |
|
|
|
| 23.2 (Creepage distances, clearances and distance through sealing compound [Cl.23]) |
- |
|
|
|
| 24.1.1 (Resistance to Abnormal Heat & Fire [Cl.24.1] [Glow Wire Test] [Cl.24.1.1]) |
- |
|
|
|
| 8 (Marking) |
- |
|
|
|
| 8 (Marking) |
- |
|
|
|
| 8 (Marking) |
- |
|
|
|
| 8 (Marking) |
- |
|
|
|
| 8 (Marking) |
- |
|
|
|
| 8 (Marking) |
- |
|
|
|
| 8 (Marking) |
- |
|
|
|
| 8.9 (Marking) |
- |
|
|
|
| 8 (Marking) |
- |
|
|
|
| 7 (Classification) |
- |
|
|
|
| 7 (Classification) |
- |
|
|
|
| 7 (Classification) |
- |
|
|
|
| 7 (Classification) |
- |
|
|
|
| 7 (Classification) |
- |
|
|
|
| 7 (Classification) |
- |
|
|
|
| 7 (Classification) |
- |
|
|
|
| 12 (Terminals) |
- |
|
|
|
| 12.2.1 (Terminals) |
- |
|
|
|
| 12 (Terminals) |
- |
|
|
|
| 12.2.2 (Connection of conductor) |
- |
|
|
|
| 12.2.7 (Insertion of conductor) |
- |
|
|
|
| 12.2.9 (Locking against accidental loosening) |
- |
|
|
|
| 12.3.2 (Screwless terminals) |
- |
|
|
|
| 12.3.3 (Connectin of conductor) |
- |
|
|
|
| 12.3.4 (Material of terminals) |
- |
|
|
|
| 12.3.5 (Clamping) |
- |
|
|
|
| 12.3.7 (v) Interconnection of conductors [Cl. 12.3.7]) |
- |
|
|
|
| 13.1 (a) Insulating lining, barriers and the like [Cl 13.1]) |
- |
|
|
|
| 13.2 (b) Construction of switch [Cl 13.2]) |
- |
|
|
|
| 13.2 (i) Installation Test) |
- |
|
|
|
| 13.3 (c) Covers,cover plates and actuating members [Cl 13.3]) |
- |
|
|
|
| 13.4 (d) Ordinary switches [Cl 13.4]) |
- |
|
|
|
| 13.5 (e) Rotary switches [Cl 13.5]) |
- |
|
|
|
| 13.6 (f) Screws and other means [Cl 13.6]) |
- |
|
|
|
| 12.3.7 (v) Interconnection of conductors [Cl. 12.3.7]) |
- |
|
|
|
| 13.8 (h) Assessories combined with switches [Cl. 13.8]) |
- |
|
|
|
| 13.9 (j) Switches other than ordinary switches [Cl. 13.9]) |
- |
|
|
|
| 13.9 (j) Switches other than ordinary switches [Cl. 13.9]) |
- |
|
|
|
| 13.1 (k) Switches to be installed in a box [Cl. 13.10]) |
- |
|
|
|
| 13.12, 13.13, 13.14 (m) Inlet opening [Cl. 13.12.13.13 & 13.14]) |
- |
|
|
|
| 13.15 (q) Requirements for membrane in inlet opening [ Cl. 13.15]) |
- |
|
|
|
| 13.15 (q) Requirements for membrane in inlet opening [ Cl. 13.15]) |
- |
|
|
|
| 14 (Mechanism [Cl. 14]) |
- |
|
|
|
| 14.4 (Mechanism) |
- |
|
|
|
| 8 (Marking) |
- |
|
|
|
| 8 (Marking) |
- |
|
|
|
| 14.4 (Mechanism) |
- |
|
|
|
| 14.3 (d)Test for arcing and sparking [Cl 14.3]) |
- |
|
|
|
| 21 (Resistance to Heat [Cl.21]) |
- |
|
|
|
| 21 (Resistance to Heat [Cl.21]) |
- |
|
|
|
| 23 (Creepage distances, clearances and distance through sealing compound [Cl.23]) |
- |
|
|
|
| 24.2 (Resistance to tracking [For Switch other than ordinary] [Cl.24.2]) |
- |
|
|
|
| 19.2 (Normal Operation (For AX type Switches) [Cl. 19.2]) |
- |
|
|
|
| 22.1 (i) Screw & Nuts [Cl.22.1]) |
- |
|
|
|
| 22.3 (iii) Electrical Connections [Cl.22.3]) |
- |
|
|
|
| 22.4 (ii) Screw & rivets [Cl . 22.4]) |
- |
|
|
|
| 22.5 (iv) Current carrying part [Cl.22.5]) |
- |
|
|
|
| 18 (Marking and breaking Capacity[Cl. 18]) |
- |
|
|
|
| 7 (Classification) |
- |
|
|
|
| 7 (Classification) |
- |
|
|
|
| 6.1 (Ratings) |
- |
|
|
|
| 6.2 (Ratings) |
- |
|
|
|
| 25 (Resistance to Rusting) |
- |
|
|
|
|
- |
-
Complete TF is available for varieties upto and including 32 A. |
| 14048 |
BIS, Eastern Regional Laboratory (ERL)
| None
| IS 398 : Part 2 (1996) |
Aluminium conductors for overhead transmission purposes - Specification: Part 2 aluminium conuuctors, galvanized steel - Reinforced (Third Revision) |
Complete up to 100 sqmm |
Please see remarks. View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 8.1.1 & 13.2 Table 2 (elec) (Diameter of Steel Wires After Stranding) |
- |
|
|
|
| 10 (elec) (Stranding) |
- |
|
|
|
| 13.3 Table 2 (elec) (Breaking Load of Steel Wires Before Stranding) |
- |
|
|
|
| 13.3 Table 2 (elec) (Breaking Load of Steel Wires After Stranding) |
- |
|
|
|
| 13.3 Table 1 (elec) (Breaking Load of Aluminium Wires After Stranding) |
- |
|
|
|
| 13.4.1 (elec) (Ductility by Torsion Test before stranding) |
- |
|
|
|
| 13.4.1 (elec) (Ductility by Torsion Test after stranding) |
- |
|
|
|
| 13.8 Table-4 (elec) (Lay Ratio- Steel Core (6 Wire Layer)) |
- |
|
|
|
| 13.8 Table-4 (elec) (Lay Ratio- Aluminium Wire Innermost Layer of Conductors with 3 Aluminium Wire Layers) |
- |
|
|
|
| 13.8 Table-4 (elec) (Lay Ratio- Aluminium Wire Layer Immediately Beneath Outermost Layer) |
- |
|
|
|
| 13.8 Table-4 (elec) (Lay Ratio- Aluminium Wire Outermost Layer) |
- |
|
|
|
| 13.5.2 (elec) (Wrapping Test Galvanized Steel Wires After Stranding) |
- |
|
|
|
| 13.5.1 (elec) (Wrapping Test Aluminium Wires After Stranding) |
- |
|
|
|
| 13.4.2 (elec) (Ductility by Elongation Test after stranding) |
- |
|
|
|
| 13.7.2 (elec) (Uniformity of Zinc coating) |
- |
|
|
|
| 13.7.2 (elec) (Mass of Zinc coating) |
- |
|
|
|
| 13.9 (elec) (Surface condition test) |
- |
|
|
|
| 13.10 (elec) (Ultimate breaking load) |
- |
|
|
|
| 13.6 (elec) (Resistance test-Aluminium wire after stranding) |
- |
|
|
|
| 10 (elec) (Stranding) |
- |
|
|
|
| 10 (elec) (Stranding) |
- |
|
|
|
| 13.6 (elec) (Resistance test-Aluminium wire before Stranding) |
- |
|
|
|
| 8.1.1 & 13.2 Table-1 (elec) (Diameter of Aluminium Wires After Stranding) |
- |
|
|
|
| 8.1.1 & 13.2 Table 2 (elec) (Diameter of Steel Wires After Stranding) |
- |
|
|
|
| 8.1.1 & 13.2 Table-1 (mech) (Diameter of Aluminium Wires Before Stranding) |
- |
|
|
|
| 10 (elec) (Stranding) |
- |
|
|
|
| 13.3 Table 1 (mech) (Breaking Load of Aluminium Wires After Stranding) |
- |
|
|
|
| 13.6 (elec) (Resistance test-Aluminium wire after stranding) |
- |
|
|
|
| 8.2.2 (Calculated resistance) |
- |
|
|
|
| 13.7.2 (elec) (Mass of Zinc coating) |
- |
|
|
|
|
- |
-
All tests are available up to and including 100 sq.mm. For Above 100 sq.mm. facility not available for Stress-Strain Test, Surface Condition, Ultimate B/L on stranded conductor. |
| 14049 |
BIS, Eastern Regional Laboratory (ERL)
| None
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
For all grades except for the tests mentioned in remarks |
25780 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 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 7.2 (Weight) |
- |
|
|
|
| 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) |
- |
|
|
|
| 4.1 (Sulphur and phosphorous) |
- |
|
|
|
| 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) |
- |
|
|
|
| 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 MANGANESE) |
- |
|
|
|
| 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 CARBON +EQUIVELENT ) |
- |
|
|
|
| Cl. 8.1 Table 3 (Elongation, percentage) |
- |
|
|
|
| Cl. 9.3, Table 4 (Bend Test ) |
- |
|
|
|
| Cl.9.4 & Cl. 9.4.1 (Rebend test) |
- |
|
|
|
| 8.18.1 Table 3 (Total elongation at maximum force) |
- |
|
|
|
|
- |
-
Mech - Facility not available for pull out test, total elongation at maximum force.
Chem- Facility not available for Micro-alloying elements. Declarations regarding type of 'Killed' material, Micro-alloys/low-alloys, Nitrogen content or any other parameter as per Note under clause 4.2 to be provided. |
| 14050 |
BIS, Eastern Regional Laboratory (ERL)
| 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) |
Complete for Cat 01(up to 400sq.mm)Except optional test |
Rs 26700 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1 (MATERIALS : CONDUCTOR) |
- |
|
|
|
| 5.2 (MATERIALS : FILLER AND INNER SHEATH) |
- |
|
|
|
| 5.1 (MATERIALS : FILLER AND INNER SHEATH) |
- |
|
|
|
| 6.1 (MATERIALS : ARMGURING) |
- |
|
|
|
| 8.1 (CONSTRUCTION : CONDUCTOR) |
- |
|
|
|
| 8.2 (CONSTRUCTION : CONDUCTOR) |
- |
|
|
|
| 9.2 (INSULATION : Thickness of Insulation) |
- |
|
|
|
| 9.3 (INSULATION :Tolerance on Thickness of Insulation) |
- |
|
|
|
| 9.4 (INSULATION : Application of Insulation) |
- |
|
|
|
| 10.1 (CORE IDENTIFICATION) |
- |
|
|
|
| 10.3 (CORE IDENTIFICATION) |
- |
|
|
|
| 10.2 (CORE IDENTIFICATION) |
- |
|
|
|
| 11.1 (LAYING UP OF CORES) |
- |
|
|
|
| 12.1 (INNER SHEATH) |
- |
|
|
|
| 12.2 (INNER SHEATH) |
- |
|
|
|
| 12.3 (INNER SHEATH :Thickness of Inner Sheath) |
- |
|
|
|
| 12.3.1 (INNER SHEATH :Thickness of 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) |
- |
|
|
|
| 13.3 (Armouring : Dimensions -Wire Diameter) |
- |
|
|
|
| 13.3 (Armouring : Dimensions -Formed wire ) |
- |
|
|
|
| 13.4 (ARMOURING : Joints) |
- |
|
|
|
| 13.5.1 (ARMOURING : Resistance) |
- |
|
|
|
| 13.5.2 (ARMOURING : Resistance) |
- |
|
|
|
| 13.6 a) (ARMOURING: Tensile Strength) |
- |
|
|
|
| 13.6 b) (ARMOURING: Elongation ) |
- |
|
|
|
| 13.6 c) (ARMOURING: Torsion Test (For round wire ) ) |
- |
|
|
|
| 13.6 d) (ARMOURING: Winding Test(For formed wire)) |
- |
|
|
|
| 13.6 e) (ARMOURING: Uniformity of zinc coating) |
- |
|
|
|
| 13.6 f) (ARMOURING: Mass of zinc coating ) |
- |
|
|
|
| 13.6 g) (ARMOURING: Resistivity) |
- |
|
|
|
| 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) 1) (Tests on conductor : Annealing test ( for copper )) |
- |
|
|
|
| 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 )) |
- |
|
|
|
| 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)1) (Physical tests for sheath : Elongation ) |
- |
|
|
|
| 15.1 d)1) (Physical tests for sheath : Tensile stregth ) |
- |
|
|
|
| 15.1 d)1) (Physical tests for sheath : Elongation ) |
- |
|
|
|
| 15.1 d)1) (Physical tests for sheath : Tensile stregth ) |
- |
|
|
|
| 15.1 d)1) (Physical tests for sheath : Elongation ) |
- |
|
|
|
| 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)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 insulation : Shrinkage - Crack observed ) |
- |
|
|
|
| 15.1 d)3) (Phyaical tests for Sheath : Shrinkage ) |
- |
|
|
|
| 15.1 d)3) (Phyaical tests for Sheath : Shrinkage - Crack observed ) |
- |
|
|
|
| 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- Volume Resistivity At Room temperature) |
- |
|
|
|
| 15.1.e (Insulation resistance Test- Volume Resistivity At Maximum rated temperature temperature) |
- |
|
|
|
| 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) |
- |
|
|
|
| 16.2 (DETAILS OF TESTS : High Voltage Test at Room Temperature) |
- |
|
|
|
| 16.3.2 (High Voltage Test ( Water Immersion Test ) : d.c. Test) |
- |
|
|
|
| 16.3.1 (High Voltage Test ( Water Immersion Test ) : a.c. Test) |
- |
|
|
|
| 17.1 (IDENTIFICATION : Manufacturer’s Identification) |
- |
|
|
|
| 17.2 (IDENTIFICATION : Cable Identification) |
- |
|
|
|
| 17.2.1 (IDENTIFICATION : Cable Identification) |
- |
|
|
|
| 17.3 (IDENTIFICATION : Cable Code) |
- |
|
|
|
| 15.1 e) (Insulation resistance test : Volume Resistivity ) |
- |
|
|
|
| 15.1 e) (Insulation resistance test : IR Constant ) |
- |
|
|
|
| 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 ) |
- |
|
|
|
| 13.3 (Armouring : Dimensions -Formed wire ) |
- |
|
|
|
| 14.4.1 (Thickness of Outer Sheath : Unarmowed Cables) |
- |
|
|
|
| 16.4 (Flammability Test) |
- |
|
|
|
| 8.1 (CONSTRUCTION : CONDUCTOR) |
- |
|
|
|
| 3.1 (MATERIALS : CONDUCTOR) |
- |
|
|
|
| 8.2 (CONSTRUCTION : CONDUCTOR) |
- |
|
|
|
| 9.3 (Minimum Thickness of Reduce core insulation) |
- |
|
|
|
| 9.2 (Thickness of Reduce core insulation) |
- |
|
|
|
| 3.1 Table 2
IS 8130 (Number of wires in the conductor) |
- |
|
|
|
|
- |
-
For Category-01 and upto 400 sq mm: all tests are available except additional tests. For cat. C1 and C2 : Except oxygen Index,Temperature index, Flame Retardance, Smoke Density, |
| 14051 |
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 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) |
- |
|
|
|
|
- |
-
Except Transverse strength test (optional). |
| 14052 |
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) |
- |
Please see remarks View breakup
Category: 01
Unsheathed cable:
a) Single Core, Plain Copper Conductor Rs.10500
b) Single Core, Tinned Copper Conductor Rs.10800
c) Single Core, Solid Aluminium Conductor Rs.10200
d) Single Core, Stranded Aluminium Conductor Rs.10200
Sheathed Cable:
a) Single Core, Plain Copper Conductor Rs.17550
b) Single Core, Tinned Copper Conductor Rs.17850
c) Single Core, Solid Aluminium Conductor Rs.17250
d) Single Core, Stranded Aluminium Conductor Rs.17250
Category: 02
Unsheathed cable:
a) Single Core, Plain Copper Conductor Rs.12150
b) Single Core, Tinned Copper Conductor Rs.12450
c) Single Core, Solid Aluminium Conductor Rs.11850
d) Single Core, Stranded Aluminium Conductor Rs.11850
Sheathed Cable:
a) Single Core, Plain Copper Conductor Rs.18900
b) Single Core, Tinned Copper Conductor Rs.19200
c) Single Core, Solid Aluminium Conductor Rs.18600
d) Single Core, Stranded Aluminium Conductor Rs.18600
Category: FR
Unsheathed cable:
a) Single Core, Plain Copper Conductor Rs.12600
b) Single Core, Tinned Copper Conductor Rs.12900
c) Single Core, Solid Aluminium Conductor Rs.12300
d) Single Core, Stranded Aluminium Conductor Rs.12300
Sheathed Cable:
a) Single Core, Plain Copper Conductor Rs.19650
b) Single Core, Tinned Copper Conductor Rs.19950
c) Single Core, Solid Aluminium Conductor Rs.19350
d) Single Core, Stranded Aluminium Conductor Rs.19350
Category: FR-LSH
Unsheathed cable:
a) Single Core, Plain Copper Conductor Rs.13950
b) Single Core, Tinned Copper Conductor Rs.14250
c) Single Core, Solid Aluminium Conductor Rs.13650
d) Single Core, Stranded Aluminium Conductor Rs.13650
Sheathed Cable:
a) Single Core, Plain Copper Conductor Rs.20820
b) Single Core, Tinned Copper Conductor Rs.21120
c) Single Core, Solid Aluminium Conductor Rs.20520
d) Single Core, Stranded Aluminium Conductor Rs.20520
| 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) |
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|
|
|
| Table 1 iii) c) 3) (TS variation) |
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|
|
|
| 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)) |
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|
|
|
| Table 1 iii) c) 1) (Tensile strength (Without ageing)) |
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|
|
|
| 4.2 (Conductor resistance test) |
- |
|
|
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| 4.1 (Wrapping test (for Al)) |
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|
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| 4.1 (Tensile test (for Al)- After Stranding) |
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|
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| 4.1 (Tensile test (for Al)-Before Stranding) |
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|
|
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| 4.1 (Annealing test (for copper)) |
- |
|
|
|
| (Cl.16.1)
(Cl.19.1) (Conductor- Diameter ) |
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|
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| 10.9 (Additional ageing test (OU cables only) -HV test (at 60±3oC)) |
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| 11.2 (Legibility) |
- |
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|
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| 11.1 (Durability) |
- |
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|
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| 11 (Identification) |
- |
|
|
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| 10.9 (Additional ageing test (OU cables only) -HV test (at 60±3oC)) |
- |
|
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|
| 10.4 (Flammability test- Unaffected portion) |
- |
|
|
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| 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 ) |
- |
|
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| 9.1 (Ovality) |
- |
|
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| (Cl.6.1.3 of IS 8130:2013) (Flexible Conductors (Classes 5)) |
- |
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|
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| (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)) |
- |
|
|
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| (Cl.6.1.3 of IS 8130:2013) (Stranded compacted circular conductors and shaped conductors (Class 2)) |
- |
|
|
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| (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)) |
- |
|
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|
| (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) |
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| 8.1 (Sheath Material ) |
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| 7 (Binder Tape) |
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| 6.1 (Filler) |
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| 6.2 (Filler) |
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| 5.1 (Insulation) |
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| 4.4 (Joints in Conductor) |
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| 4.4 (Joints in Conductor) |
- |
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|
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| 4.1 (Conductor - Material) |
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|
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| 4.1 (Conductor - Material) |
- |
|
|
|
| 11 (Identification) |
- |
|
|
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| 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) |
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|
|
|
| 8.3 (Avarage thickness of Sheath) |
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|
|
|
| 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 |
| 14053 |
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 |
Please see remarks 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) |
- |
|
|
|
| 8.3 (Minimum thickness of Sheath) |
- |
|
|
|
| 8.3 (Avarage thickness of Sheath) |
- |
|
|
|
| 5.3 (Minimum thickness of insulation) |
- |
|
|
|
| 5.3 (Avarage thickness of insulation) |
- |
|
|
|
|
- |
-
" 30 m
Excluding Except FR & FRLSH test, Cu Purity test |
| 14054 |
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). |
| 14055 |
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) |
- |
Rs 26700 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 |
| 14056 |
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) |
- |
|
|
|
|
- |
-
Except Transverse Strength Test (Optional) |
| 14057 |
BIS, Western Regional Laboratory (WRL)
| None
| IS 13334 : Part 1 (2014) |
Skimmed milk powder - Specification: Part 1 standard grade (Second Revision) |
- |
Rs 24306/- 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.’ |
| 14058 |
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) |
- |
|
|
|
|
- |
-
- |
| 14059 |
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 |
| 14060 |
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) |
- |
|
|
|
|
- |
-
- |
| 14061 |
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) |
- |
|
|
|
| Cl-7.4 (Mean Outside Diameter (For upto 50 mm take 8 reading, above 50mm take 6 reading & average will be reported)) |
- |
|
|
|
| 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) |
- |
|
|
|
| 8.6 (Overall migration) |
- |
|
|
|
|
- |
-
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) Carbon Black content ( Clause 8.3)
(6) For Size above 250 mm |
| 14062 |
BIS, Guwahati Branch Laboratory (GBL)
| None
| IS 2062 (2011) |
Hot rolled medium and high tensile structural steel - Specification (Seventh Revision) |
- |
3200 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) |
| 14063 |
BIS, Guwahati Branch Laboratory (GBL)
| None
| IS 1659 (2004) |
Block boards - Specification (Fourth Revision) |
MR/BWP |
Rs.6494.00 View breakup
-
| 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) |
- |
|
|
|
|
- |
-
- |
| 14064 |
BIS, Patna Branch Laboratory (PBL)
| None
| IS 2062 (2011) |
Hot rolled medium and high tensile structural steel - Specification (Seventh Revision) |
- |
3200 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. |
| 14065 |
BIS, Patna Branch Laboratory (PBL)
| None
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
- |
25780 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) |
| 14066 |
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 |
| 14067 |
BIS, Patna Branch Laboratory (PBL)
| None
| IS 1659 (2004) |
Block boards - Specification (Fourth Revision) |
- |
Rs.6494.00 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 |
| 14068 |
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 |
| 14069 |
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 |
| 14070 |
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 |
