1 |
IS 513 : Part 2 (2016) |
Cold reduced carbon steel sheet and strip: Part 2 high tensile and multi - Phase steel (Sixth Revision) |
-
|
7500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 7(UTM) |
- |
3000 |
|
NA |
Cl. 7.2 Table 7(Bend Test) |
- |
1000 |
|
NA |
Cl 9(Workmanship) |
- |
1000 |
|
NA |
Cl 10(Length, Width & Thickness) |
- |
1000 |
|
NA |
|
Complete
|
|
24 Jul, 2025 |
- |
2 |
IS 1293 (2019) |
Plugs and socket - Outlets of rated Voltage up to and including 250 Volts and rated current up to and including 16 amperes - Specification (Third Revision) |
-
|
10000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6(Ratings) |
- |
200 |
|
- |
7(CLASSIFICATION) |
- |
200 |
|
- |
8(MARKING) |
- |
100 |
|
- |
9(CHECKING OF DIMENSIONS) |
- |
300 |
|
- |
10(PROTECTION AGAINST ELECTRIC SHOCK) |
- |
200 |
|
- |
11(PROVISION FOR EARTHING) |
- |
100 |
|
- |
12(TERMINALS) |
- |
100 |
|
- |
13(CONSTRUCTION OF FIXED SOCKETOUTLETS) |
- |
300 |
|
- |
14(CONSTRUCTION OF PLUGS AND PORTABLE SOCKET-OUTLET) |
- |
300 |
|
- |
15(INTERLOCKED SOCKET-OUTLETS) |
- |
0 |
|
- |
16(RESISTANCE TO AGEING, TO HARMFUL INGRESS OF WATER AND TO HUMIDITY) |
- |
1000 |
|
- |
17(INSULATION RESISTANCE AND ELECTRIC STRENGTH) |
- |
500 |
|
- |
18(OPERATION OF EARTHING CONTACTS) |
- |
300 |
|
- |
19(TEMPERATURE RISE) |
- |
1500 |
|
- |
20(BREAKING CAPACITY) |
- |
1500 |
|
- |
21(NORMAL OPERATION) |
- |
2500 |
|
- |
22(FORCE NECESSARY TO WITHDRAW THE PLUG) |
- |
400 |
|
- |
23(FLEXIBLE CABLES AND THEIR CONNECTION) |
- |
300 |
|
- |
24(MECHANICAL STRENGTH) |
- |
500 |
|
- |
25(RESISTANCE TO HEAT) |
- |
500 |
|
- |
26(SCREWS, CURRENT-CARRYING PARTS AND CONNECTIONS) |
- |
300 |
|
- |
27(CREEPAGE DISTANCES, CLEARANCES AND DISTANCES THROUGH SEALING COMPOUND) |
- |
200 |
|
- |
28(RESISTANCE OF INSULATING MATERIAL TO ABNORMAL HEAT, TO FIRE AND TO TRACKING) |
- |
500 |
|
- |
29(RESISTANCE TO RUSTING) |
- |
200 |
|
- |
30(ADDITIONAL TESTS ON PINS PROVIDED WITH INSULATING SLEEVES) |
- |
500 |
|
- |
11.5(PROVISIONS FOR EARTHING) |
- |
0 |
|
- |
11.6(PROVISIONS FOR EARTHING) |
- |
0 |
|
- |
12.1.1(TERMINALS) |
- |
0 |
|
- |
12.1.2(TERMINALS) |
- |
0 |
|
- |
12.2.1(TERMINALS) |
- |
0 |
|
- |
12.2.3(TERMINALS) |
- |
0 |
|
- |
12.2.4(TERMINALS) |
- |
0 |
|
- |
12.2.5(TERMINALS) |
- |
0 |
|
- |
12.2.6(TERMINALS) |
- |
0 |
|
- |
12.2.7(TERMINALS) |
- |
0 |
|
- |
12.2.8(TERMINALS) |
- |
0 |
|
- |
12.2.9(TERMINALS) |
- |
0 |
|
- |
12.2.10(TERMINALS) |
- |
0 |
|
- |
12.2.11(TERMINALS) |
- |
0 |
|
- |
12.3.1(TERMINALS) |
- |
0 |
|
- |
12.3.2(TERMINALS) |
- |
0 |
|
- |
12.3.3(TERMINALS) |
- |
0 |
|
- |
12.3.4(TERMINALS) |
- |
0 |
|
- |
12.3.5(TERMINALS) |
- |
0 |
|
- |
12.3.6(TERMINALS) |
- |
0 |
|
- |
12.3.7(TERMINALS) |
- |
0 |
|
- |
12.3.8(TERMINALS) |
- |
0 |
|
- |
12.3.9(TERMINALS) |
- |
0 |
|
- |
12.3.10(TERMINALS) |
- |
0 |
|
- |
|
Complete
|
|
24 Jul, 2025 |
- |
3 |
IS 12823 (2015) |
Prelaminated Particle Boards from Wood and other Lignocellulosic Material - Specification ( First Revision ) |
-
|
18000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 7(Finish) |
- |
1000 |
|
- |
Cl 8(Dimensions & Tolerances) |
- |
500 |
|
- |
Cl 10.2(Test For Density) |
- |
500 |
|
- |
Cl 10.3(Test For Moisture Content) |
- |
1000 |
|
- |
Cl 10.4(For Water AbsorptionTest ) |
- |
1000 |
|
- |
Cl 10.5(For Swelling in water Test ) |
- |
1000 |
|
- |
Cl 10.6(Tesr For Modulus Of Elasticity & Mudulus Of Rupture) |
- |
2500 |
|
- |
Cl 10.7(For Determination of Tensile Strength Perpendicular to Surface) |
- |
2000 |
|
- |
Cl 10.8(For Determination of Tensile Strength Perpendicular to Surface After Ageing Test) |
- |
2000 |
|
- |
Cl 10.9(Test For Screw Withdrawal Strength) |
- |
1500 |
|
- |
Cl 10.10 & Annex C( Test For Abrasion Resistance) |
- |
5000 |
|
- |
Cl 10.11 & Annex D( Test For Resistance to Steam) |
- |
500 |
|
- |
Cl 10.12 & Annex E( Test For Crack Resistance) |
- |
500 |
|
- |
Cl 10.13 & Annex F( Test For Resistance to Cigarette Burn) |
- |
500 |
|
- |
Cl 10.14 & Annex G( Test For Resistance to Stain) |
- |
1500 |
|
- |
|
Complete
|
|
24 Jul, 2025 |
- |
4 |
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) |
-
|
22500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
15.1 a) 1)(Tests on conductor : Annealing test ( for copper )) |
- |
0 |
|
- |
15.1 a) 2)(Tensile test (for aluminium) - Before stranding ) |
- |
0 |
|
- |
15.1 a) 3)(Tests on conductor : Wrapping test ( for aluminium )) |
- |
0 |
|
- |
15.1 a) 4)(Tests on conductor : Conductor resistance test) |
- |
0 |
|
- |
13.3(Armouring : Dimensions -Wire Diameter) |
- |
0 |
|
- |
13.3(Armouring : Dimensions -Formed wire ) |
- |
0 |
|
- |
13.5.1(ARMOURING : Resistance) |
- |
0 |
|
- |
13.5.2(ARMOURING : Resistance) |
- |
0 |
|
- |
13.6 a)(ARMOURING: Tensile Strength) |
- |
0 |
|
- |
13.6 b)(ARMOURING: Elongation ) |
- |
0 |
|
- |
13.6 c)(ARMOURING: Torsion Test (For round wire ) ) |
- |
0 |
|
- |
13.6 d)(ARMOURING: Winding Test(For formed wire)) |
- |
0 |
|
- |
13.6 e)(ARMOURING: Uniformity of zinc coating) |
- |
0 |
|
- |
13.6 f)(ARMOURING: Mass of zinc coating ) |
- |
0 |
|
- |
13.6 g)(ARMOURING: Resistivity) |
- |
0 |
|
- |
15.1.e(Insulation resistance Test- Insulation resistance At Maximum rated temperature temperature) |
- |
0 |
|
- |
15.1 e)(Insulation resistance test : IR Constant ) |
- |
0 |
|
- |
15.1 f)(High voltage test ( water immersion test )) |
- |
0 |
|
- |
15.1 g)(High voltage test at room temperature) |
- |
0 |
|
- |
16.4(Flammability Test) |
- |
0 |
|
- |
9.2(INSULATION : Thickness of Insulation) |
- |
0 |
|
- |
9.3(INSULATION :Tolerance on Thickness of Insulation) |
- |
0 |
|
- |
9.4(INSULATION : Application of Insulation) |
- |
0 |
|
- |
12.3(INNER SHEATH :Thickness of Inner Sheath) |
- |
0 |
|
- |
12.3.1(INNER SHEATH :Thickness of Inner Sheath) |
- |
0 |
|
- |
14.4.1(Thickness of Outer Sheath : Unarmowed Cables) |
- |
0 |
|
- |
14.4.2(Thickness of Outer Sheath : Armoured Cables) |
- |
0 |
|
- |
15.1 d)1)(Phyaical tests for insulation : Tensile Test) |
- |
0 |
|
- |
15.1 d)1)(Phyaical tests for insulation : Elongation ) |
- |
0 |
|
- |
15.1 d)2)(Phyaical tests for insulation- Ageing in air Oven : Tensile Test) |
- |
0 |
|
- |
15.1 d)2)(Phyaical tests for insulation - Ageing in air oven : Elongation ) |
- |
0 |
|
- |
15.1 d)2)(Phyaical tests for insulation - Ageing in air Oven : Tensile Variation ) |
- |
0 |
|
- |
15.1 d)2)(Phyaical tests for insulation- Ageing in air oven : Elongation Variation ) |
- |
0 |
|
- |
15.1 d)3)(Phyaical tests for insulation : Shrinkage ) |
- |
0 |
|
- |
15.1 d)3)(Phyaical tests for insulation : Shrinkage - Crack observed ) |
- |
0 |
|
- |
15.1 d)3)(Phyaical tests for Sheath : Shrinkage ) |
- |
0 |
|
- |
15.1 d)3)(Phyaical tests for Sheath : Shrinkage - Crack observed ) |
- |
0 |
|
- |
15.1 d)4)(Hot deformation : Insulation ) |
- |
0 |
|
- |
15.1 d)4)(Hot deformation : Sheath ) |
- |
0 |
|
- |
15.1 d)5)( Loss of mass in air oven- Insulation ) |
- |
0 |
|
- |
15.1 d)5)( Loss of mass in air oven- sheath ) |
- |
0 |
|
- |
15.1 d)6)(Heat shock test- Insulation ) |
- |
0 |
|
- |
15.1 d)6)(Heat shock test- sheath ) |
- |
0 |
|
- |
15.1 d)7)(Thermal stability- insulation ) |
- |
0 |
|
- |
15.1 d)7)(Thermal stability- Sheath ) |
- |
0 |
|
- |
15.4 a)(Cold bend test- Insulation ( Optional test)) |
- |
0 |
|
- |
15.4 a)(Cold bend test- Sheath ( Optional test)) |
- |
0 |
|
- |
15.4 b)(Cold impact test- Insulation ( Optional test)) |
- |
0 |
|
- |
15.4 b)(Cold impact test- Sheath ( Optional test)) |
- |
0 |
|
- |
15.4 c)(Armour resistance test ( for other than mining cables ).- Optional test ) |
- |
0 |
|
- |
16.5(Oxygen Index Test) |
- |
0 |
|
- |
16.6(Flame Retardance Test on Single Cables) |
- |
0 |
|
- |
16.7(Flame Retardance Test on Bunched Cables) |
- |
0 |
|
- |
16.9(Test for Halogen Acid Gas Evolution) |
- |
0 |
|
- |
16.1(Temperature Index) |
- |
0 |
|
- |
16.4(Flammability Test- Un affected portion) |
- |
0 |
|
- |
16.4(Flammability Test- Period of Burning) |
- |
0 |
|
- |
3.1(MATERIALS : CONDUCTOR) |
- |
0 |
|
- |
4.1.1(INSULATION : General Purjose Insulaiion) |
- |
0 |
|
- |
4.1.2(INSULATION : Heat Resisting Insulation) |
- |
0 |
|
- |
5.1(MATERIALS : FILLER AND INNER SHEATH) |
- |
0 |
|
- |
5.2(MATERIALS : FILLER AND INNER SHEATH) |
- |
0 |
|
- |
6.1(MATERIALS : ARMGURING) |
- |
0 |
|
- |
6.2(MATERIALS : ARMGURING) |
- |
0 |
|
- |
7.1.1(OUTER SHEATH : For Cables with General Purpose InsuIafion) |
- |
0 |
|
- |
7.1.2(OUTER SHEATH : For Cables with Heat Resisting InsuIalion) |
- |
0 |
|
- |
8.1(CONSTRUCTION : CONDUCTOR) |
- |
0 |
|
- |
8.2(CONSTRUCTION : CONDUCTOR) |
- |
0 |
|
- |
10.1(CORE IDENTIFICATION) |
- |
0 |
|
- |
10.2(CORE IDENTIFICATION) |
- |
0 |
|
- |
10.3(CORE IDENTIFICATION) |
- |
0 |
|
- |
10.3.1(Arrangement of Marking) |
- |
0 |
|
- |
11.1(LAYING UP OF CORES) |
- |
0 |
|
- |
11.2(LAYING UP OF CORES) |
- |
0 |
|
- |
12.1(INNER SHEATH) |
- |
0 |
|
- |
12.2(INNER SHEATH) |
- |
0 |
|
- |
13.1.1(ARMOURING : Application) |
- |
0 |
|
- |
13.1.2(Armouring: Coverage ) |
- |
0 |
|
- |
13.1.3(ARMOURING : Direction of lay ) |
- |
0 |
|
- |
13.1.4(ARMOURING : Application) |
- |
0 |
|
- |
13.2(ARMOURING : Type of Armour) |
- |
0 |
|
- |
13.2.1(ARMOURING : Type of Armour) |
- |
0 |
|
- |
13.4(ARMOURING : Joints) |
- |
0 |
|
- |
14.1(OUTER SHEATH) |
- |
0 |
|
- |
14.2(OUTER SHEATH) |
- |
0 |
|
- |
14.3(OUTER SHEATH : Colour ) |
- |
0 |
|
- |
16.1(DETAILS OF TESTS : General) |
- |
0 |
|
- |
16.2(DETAILS OF TESTS : High Voltage Test at Room Temperature) |
- |
0 |
|
- |
16.3.1(High Voltage Test ( Water Immersion Test ) : a.c. Test) |
- |
0 |
|
- |
16.3.2(High Voltage Test ( Water Immersion Test ) : d.c. Test) |
- |
0 |
|
- |
17.1(IDENTIFICATION : Manufacturer’s Identification) |
- |
0 |
|
- |
17.2(IDENTIFICATION : Cable Identification) |
- |
0 |
|
- |
17.2.1(IDENTIFICATION : Cable Identification) |
- |
0 |
|
- |
17.3(IDENTIFICATION : Cable Code) |
- |
0 |
|
- |
9.3(Minimum Thickness of Reduce core insulation) |
- |
0 |
|
- |
9.2(Thickness of Reduce core insulation) |
- |
0 |
|
- |
3.1 Table 2
IS 8130(Number of wires in the conductor) |
- |
0 |
|
- |
|
Complete
|
|
24 Jul, 2025 |
- |
5 |
IS 303 (1989) |
Plywood for General Purposes - |
-
|
7350 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
11.3(Moisture Content - Part 1 of IS 1734) |
- |
1000 |
|
- |
11.2.1(Glue Adhesion - Water resistance test - 11.2.1.1 [for MR Grade]) |
- |
2000 |
|
- |
11.2.2(Glue Adhesion - Mycological test - 11.2.2, Part 7 of IS 1734 [for MR Garde only]) |
- |
1500 |
|
- |
8(Dimensions & Tolerances - Edge Straightness - Annexure C) |
- |
2000 |
|
- |
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
1500 |
|
- |
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
1500 |
|
- |
|
Complete
|
|
24 Jul, 2025 |
- |
6 |
IS 1239 : Part 1 (2004) |
Steel Tubes, Tubulars and Other Wrought Steel Fittings : Part 1 Steel Tubes (BI-LINGUAL) |
-
|
9000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl. 15(Workmanship) |
- |
1000 |
|
- |
Cl. 14.3(Flattening test (Over 50 mm NB)) |
- |
1000 |
|
- |
Cl. 14.2(Bend Test (uto and including 50 mm NB)) |
- |
1000 |
|
- |
Cl. 14.1.1(Elongation) |
- |
3000 |
|
- |
Cl. 14.1(Tensile Strength) |
- |
3000 |
|
- |
Cl. 3.3, 10.2(Plain End) |
- |
1000 |
|
- |
Cl. 11(Length) |
- |
1000 |
|
- |
Cl. 8, 9 Table 3,4 & 5(Mass of Tube) |
- |
1000 |
|
- |
Cl. 6.5(Height of Internal Fin) |
- |
1000 |
|
- |
Cl. 8, 9 Table 3,4 & 5(Thickness) |
- |
1000 |
|
- |
Cl. 8 Table 3,4 & 5(Outside Diameter) |
- |
1000 |
|
- |
Clause 14.1.1(Elongation Percent) |
- |
3000 |
|
- |
Clause 11.3(Approximate Length) |
- |
1000 |
|
- |
Clause 11.2(Exact Length) |
- |
1000 |
|
- |
Clause 11.1(Random Length) |
- |
1000 |
|
- |
Clause 8.1 (Table3,4,5)(Nominal Bore ) |
- |
1000 |
|
- |
|
Complete
|
|
24 Jul, 2025 |
- |
7 |
IS 1659 (2004) |
Block boards - Specification (Fourth Revision) |
-
|
10200 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
9.2.5(Modulus of elasticity - MINIMUM INDIVIDUAL - Annexure K) |
- |
2000 |
|
Common for all MOE |
9.2.5(Modulus of elasticity - AVERAGE - Annexure K) |
- |
2000 |
|
Common for all MOE |
9.2.5(Modulus of rupture - MINIMUM INDIVIDUAL - Annexure K) |
- |
2000 |
|
Common for all MOR |
9.2.5(Modulus of rupture - AVERAGE - Annexure K) |
- |
2000 |
|
Common for all MOE |
9.2.4(Mycological Test [for MR grade only] - Annexure J) |
- |
1000 |
|
- - |
9.2.3(Adhesion of Plies - Annexure H) |
- |
1000 |
|
- - |
9.2.2 (Resistance to water - Annexure G, Annexure H [For MR Grade]) |
- |
1000 |
|
- - |
9.2.2 (Resistance to water - Annexure G, Annexure H [For BWP grade]) |
- |
1000 |
|
- - |
9.2.1(Dimensional Changes caused by humidity Change in local planeness - Annexure F) |
- |
3000 |
|
For varying humidity |
9.2.1(Dimensional Changes caused by humidity - Delamination - Annexure F) |
- |
3000 |
|
For varying humidity |
9.2.1(Dimensional Changes caused by humidity - Change in thickness - at 40% RH - Annexure F) |
- |
3000 |
|
For varying humidity |
9.2.1(Dimensional Changes caused by humidity - Change in Thickness - at 90% RH - Annexure F) |
- |
3000 |
|
For varying humidity |
7.3(Dimensional Requirements - Variation in thickness - Annexure E) |
- |
3000 |
|
For varying humidity |
7.3(Dimensional Requirements - Squareness - Annexure D) |
- |
3000 |
|
For varying humidity |
7.3(Dimensional Requirements - Edge Straightness - Annexure D) |
- |
3000 |
|
For varying humidity |
7.3(Dimensional Requirements - Thickness - Annexure E) |
- |
3000 |
|
For varying humidity |
7.3(Dimensional Requirements - Width - 8.1.4) |
- |
3000 |
|
For varying humidity |
7.3(Dimensional Requirements - Length - 8.1.4) |
- |
3000 |
|
For varying humidity |
8.1.3, 6.3.3, IS 303(Visual Inspection - Permissible Defects - IS 303 [test method for COMMERCIAL type]) |
- |
500 |
|
-- |
9.2.6(Spot test - Annexure L) |
- |
1000 |
|
- - |
|
Complete
|
|
24 Jul, 2025 |
- |
8 |
IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
-
|
10000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 8.1(UTM) |
- |
2000 |
|
- |
Cl 7.2(Weight) |
- |
1000 |
|
- |
Cl 6.1(Length, Width & Thickness) |
- |
1000 |
|
- |
Cl 9.4(Load In Other Direction From Bend) |
- |
1000 |
|
- |
Cl 9.3(Load In One Direction) |
- |
1000 |
|
- |
Clause 6.3(Effective Cross-sectional Area) |
- |
1000 |
|
- |
Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), ) |
- |
1000 |
|
- |
5.7(PullOut (Bond Test)) |
- |
12000 |
|
- |
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON ) |
- |
500 |
|
- |
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR) |
- |
500 |
|
- |
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 PHOSPHURS) |
- |
500 |
|
- |
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 MANGANESE) |
- |
500 |
|
- |
Cl.4.2 of IS 1786 (Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl.4.2 of IS 1786 (Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl.4.2 of IS 1786 (Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl.4.2 of IS 1786 (Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl.4.2 of IS 1786 (Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
4.2(Niobium (Nb)) |
- |
500 |
|
- |
4.2(Boron (B)) |
- |
500 |
|
- |
4.1( Ti) |
- |
500 |
|
- |
Cl.4.2 of IS 1786 (Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D)(Carbon Equivalent) |
- |
300 |
|
- |
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR+PHOSPHUR) |
- |
200 |
|
- |
|
Complete
|
|
24 Jul, 2025 |
- |
9 |
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) |
-
|
20000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
11.2(Legibility) |
- |
0 |
|
- |
11.1(Durability) |
- |
0 |
|
- |
11(Identification) |
- |
0 |
|
- |
10.9(Additional ageing test (OU cables only) -HV test (at 60±3oC)) |
- |
0 |
|
- |
10.4(Flammability test- Unaffected portion) |
- |
0 |
|
- |
10.4(Flammability test-Burning after flame removal) |
- |
0 |
|
- |
10.1(HV (water immersion)) |
- |
0 |
|
- |
10.2(HV (room temperature)) |
- |
0 |
|
- |
table 1 e) 3) (IR constant- max. Temp) |
- |
0 |
|
- |
table 1 e) 3) (IR constant- Room temp ) |
- |
0 |
|
- |
table 1 e) 3) (Volume Resistivity - Maximum temp) |
- |
0 |
|
- |
table 1 e) 3) (Volume Resistivity - Room temp ) |
- |
0 |
|
- |
10.8(Smoke density rating) |
- |
0 |
|
- |
10.6(Halogen evolution) |
- |
0 |
|
- |
10.7(Temperature index) |
- |
0 |
|
- |
10.5(Oxygen index) |
- |
0 |
|
- |
Table 1 iii) d) 9)(Cold impact for sheath) |
- |
0 |
|
- |
Table 1 iii) d) 8)(Cold bend for sheath) |
- |
0 |
|
- |
Table 1 iii) c) 9)(Cold impact for insulation) |
- |
0 |
|
- |
Table 1 iii) c) 8)(Cold bend for insulation) |
- |
0 |
|
- |
Table 1(Category Code) |
- |
0 |
|
- |
Table 1 iii) d) 7)(Thermal stability- Sheath ) |
- |
0 |
|
- |
Table 1 iii) c) 7)(Thermal stability- Insulation ) |
- |
0 |
|
- |
Table 1 iii) d) 6)(Hot deformation -Indentation depth - Sheath ) |
- |
0 |
|
- |
Table 1 iii) c) 6)(Hot deformation - Indentation depth- Insulation) |
- |
0 |
|
- |
Table 1 iii) d) 5)(Heat shock-Sheath ) |
- |
0 |
|
- |
Table 1 iii) c) 5)(Heat shock-Insulation ) |
- |
0 |
|
- |
Table 1 iii) d) 4)(Cracks Observed) |
- |
0 |
|
- |
Table 1 iii) d) 4)(Shrinkage- Sheath ) |
- |
0 |
|
- |
Table 1 iii) c) 4)(Cracks Observed) |
- |
0 |
|
- |
Table 1 iii) d) 2)(Loss of mass- Sheath ) |
- |
0 |
|
- |
Table 1 iii) c) 2)(Loss of mass- Insulation ) |
- |
0 |
|
- |
Table 1 iii) d) 3)(Sheath- Elongation variation) |
- |
0 |
|
- |
|
Complete
|
|
24 Jul, 2025 |
- |
10 |
IS 269 (2015) |
Ordinary portland cement - Specification (Sixth Revision) |
-
|
4000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6.1 Table-2 viii(Alkali content) |
- |
500 |
|
- |
6.1 Table-2 vii(Chloride content) |
- |
500 |
|
- |
6.1 Table-2 vi(Loss on ignition) |
- |
500 |
|
- |
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride) |
- |
500 |
|
- |
6.1 Table-2 iii.(Insoluble residue) |
- |
500 |
|
- |
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide) |
- |
1000 |
|
- |
6 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985) |
- |
500 |
|
- |
7 Table-3 i.(Fineness) |
- |
- |
|
- |
7 Table-3 ii a(Expansion by Le Chatelier) |
- |
- |
|
- |
7 Table-3 ii b(Expansion by Autoclave) |
- |
- |
|
- |
7 Table-3 iii a(Setting Time Initial) |
- |
- |
|
- |
7 Table-3 iii b(Setting Time Final) |
- |
- |
|
- |
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) |
- |
- |
|
- |
|
Complete
|
|
24 Jul, 2025 |
- |
11 |
IS 455 (2015) |
Portland slag cement - Specification |
-
|
10000 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)) |
- |
2000 |
|
For all durations |
7 Table 1 iv b(Compretsive Strenqth 168 ± 2 hr
IS 4031(Part 6)) |
- |
2000 |
|
for all durations |
7 Table 1 iv a(Compretsive Strenqth .72 ± 1 hr
IS 4031(Part 6)) |
- |
2000 |
|
For all durations |
7 Table 1 iii b(Setting Time ( by Vicat Apparatus ), Final
IS 4031(Part 5)) |
- |
500 |
|
for both |
7 Table 1 iii a(Setting Time ( by Vicat Apparatus ),Initial
IS 4031(Part 5)) |
- |
500 |
|
for both |
7 Table 1 ii b(Soundness, Autoclave expansion
IS 4031(Part 3) ) |
- |
1000 |
|
Per Sample |
7 Table 1 ii a(Soundness, Le-Chate1ier expansion
IS 4031(Part 3) ) |
- |
500 |
|
per sample |
7 Table 1 i(Fineness
IS 4031(Part 2)) |
- |
1000 |
|
Complete |
7 Table 1 v(Transverse strength (optional)
IS 4031(Part 8) ) |
- |
2000 |
|
Total |
|
Complete
|
|
24 Jul, 2025 |
- |
12 |
IS 1489 (Part 1) (2015) |
Portland pozzolana cement - Specification: Part 1 fly Ash Based |
-
|
10500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7 -Table 2- i(Fineness 4031 Part 2) |
- |
1000 |
|
- |
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3) |
- |
500 |
|
- |
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3) |
- |
1000 |
|
- |
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5) |
- |
500 |
|
- |
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5) |
- |
500 |
|
- |
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
3000 |
|
- |
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10) |
- |
1000 |
|
- |
|
Complete
|
|
24 Jul, 2025 |
- |
13 |
IS 513 : Part 1 (2016) |
Cold reduced carbon steel sheet and strip: Part 1 cold forming and drawing purpose (Sixth Revision) |
-
|
9500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7(Chemical Composition) |
- |
2500 |
|
Mechanical Rs.7500/- for CR 1 and CR2, Rs.9500/- for others & Chemical Rs.2500/- |
7.0(ALUMINIUM) |
- |
500 |
|
- |
7.0(MICRO ALLOYS) |
- |
500 |
|
- |
7.0(NITROGEN) |
- |
500 |
|
- |
7.0(SILICON) |
- |
500 |
|
- |
7.0(MANGANESE) |
- |
500 |
|
- |
7.0(PHOSPHORUS) |
- |
500 |
|
- |
7.0(SULPHUR) |
- |
500 |
|
- |
7.0(CARBON) |
- |
500 |
|
- |
8(Mechanical and Physical Properties) |
- |
7500 |
|
- |
|
Complete
|
|
24 Jul, 2025 |
- |
14 |
IS 456 (2000) |
Plain and reinforced concrete - Code of practice (Fourth Revision) |
-
|
4000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
16.1(Average Compressive Strength) |
- |
4000 |
|
- |
|
Complete
|
|
24 Jul, 2025 |
- |
15 |
IS 14846 (2000) |
Sluice valve for water works purposes (50 To 1200 mm size) - specification |
-
|
7500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4(Nominal Pressures) |
- |
2500 |
|
NA |
5.1(Nominal Sizes) |
- |
1000 |
|
NA |
7.2.1(Manufacture - Bodies and Bonnets) |
- |
1000 |
|
NA |
7.2.4(Manufacture) |
- |
1000 |
|
NA |
7.3 Table 3A 1(Flanges) |
- |
1000 |
|
NA |
7.3 Table 3A 2(Flanges) |
- |
1000 |
|
NA |
7.3 Table 3A 3(Flanges) |
- |
1000 |
|
NA |
7.3 Table 3A 4(Flanges) |
- |
1000 |
|
NA |
7.3 Table 3A 5(Flanges) |
- |
1000 |
|
NA |
7.3 Table 3A 6(Flanges) |
- |
1000 |
|
NA |
7.4.1(Wedges ) |
- |
1000 |
|
NA |
7.4.2(Wedge Faces) |
- |
1000 |
|
NA |
7.5(Guides and Lugs) |
- |
1000 |
|
NA |
7.6 Table 4(Facing or Seat Rings) |
- |
1000 |
|
NA |
7.7.1 Table 2,3(Dimension of Stem and Wedge Nuts) |
- |
1000 |
|
NA |
7.7.1 Table 2,4(Dimension of Stem and Wedge Nuts) |
- |
1000 |
|
NA |
7.7.1 Table 2,5(Dimension of Stem and Wedge Nuts) |
- |
1000 |
|
NA |
7.7.2(Stem and Wedge Nuts) |
- |
1000 |
|
NA |
7.7.3(Stem and Wedge Nuts) |
- |
1000 |
|
NA |
7.7.4(Stem and Wedge Nuts) |
- |
1000 |
|
NA |
7.9(Height of Valve) |
- |
1000 |
|
NA |
7.11(Hand Wheel) |
- |
1000 |
|
NA |
7.12(Valve Caps) |
- |
1000 |
|
NA |
7.13 Table 2, 3(Stuffing Box ) |
- |
1000 |
|
NA |
7.14(By Pass Arrangements) |
- |
1000 |
|
NA |
10.1 Annex B-1(Hydraulic Test) |
- |
2500 |
|
NA |
|
Complete
|
|
24 Jul, 2025 |
For Grade PN 1.0 and PN 1.6; Size (Dia.) Designation : 50, 65, 80, 100, 125, 150, 200, 250, 300, 350, 400, 450, 500, 600, 700, 750, 800, 900, 1000, 1100 and 1200 mm |
16 |
IS 3589 (2001) |
Steel pipes for water and sewage (168.3 To 2540 Mm Outside Diameter) - Specification (Third Revision) |
-
|
9000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
9.1(Tensile test-Yield Strength) |
- |
3000 |
|
- |
9.1(Tensile test-Strength) |
- |
3000 |
|
- |
9.1(Tensile test- Elongation) |
- |
3000 |
|
- |
14.1(Visual inspection, Appearance and Workmanship) |
- |
1000 |
|
- |
14.2(Visual inspection, Appearance and Workmanship) |
- |
1000 |
|
- |
14.3(Visual inspection, Appearance and Workmanship) |
- |
1000 |
|
- |
14.4(Visual inspection, Appearance and Workmanship-Dent Depth(below 610 mm OD)) |
- |
1000 |
|
- |
14.4(Visual inspection, Appearance and Workmanship-Dent Depth(Above 610 mm OD)) |
- |
1000 |
|
- |
14.4(Visual inspection, Appearance and Workmanship-Dent Length) |
- |
1000 |
|
- |
9.3(Guided bend test(For SAW Pipes)) |
- |
1000 |
|
- |
10(Hydaulic pressure test) |
- |
1000 |
|
- |
11.1, Table 5.(Outside Diameter (OD)) |
- |
1000 |
|
- |
11.1, Table 5.(Thickness) |
- |
1000 |
|
- |
11.1, Table 5.(Mass) |
- |
1000 |
|
- |
12.3.3(Ovality) |
- |
1000 |
|
- |
12.5(Strightness) |
- |
1000 |
|
- |
9.2.1(Flattening test for
ERW pipes ) |
- |
1000 |
|
- |
9.2.3(Flattening Test for
seamless pipes) |
- |
1000 |
|
- |
|
Complete
|
|
24 Jul, 2025 |
- |
17 |
IS 14933 (2001) |
High Pressure Fire Fighting Hose -Specification |
-
|
29000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 3.4(Internal Dia) |
- |
1000 |
|
NA |
Cl 4(Length) |
- |
1000 |
|
NA |
Cl 5(Mass) |
- |
1000 |
|
NA |
Cl 6(Coil Dia) |
- |
1000 |
|
NA |
Cl 10(Hydaulic Proof Pressure Test) |
- |
5000 |
|
NA |
Cl 11(Hydraulic Burst Pressure Test) |
- |
5000 |
|
NA |
Cl 12(Kink test) |
- |
2000 |
|
NA |
Cl 13 & Annex A(Adhesion Test) |
- |
2000 |
|
NA |
Cl 14 & Annex B(Abrasion Resistance Test) |
- |
1000 |
|
NA |
Cl 15(Accelerated Ageing Test) |
- |
8000 |
|
NA |
Cl 16(Change in Length) |
- |
2000 |
|
NA |
Cl 17.2(Oil Resistance Test) |
- |
2000 |
|
NA |
Cl 17.3(Heat Resistance Test) |
- |
2000 |
|
NA |
Cl 17.3(Heat Resistance Test) |
- |
2000 |
|
NA |
|
Complete
|
|
24 Jul, 2025 |
- |
18 |
IS 2645 (2003) |
Integral waterproofing compounds for cement mortar and concrete - Specification (Second Revision) |
-
|
9000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 3.1(The permeability of water in specimen Prepared with WPC shall be less than half the permeability of plain cement specimens. (i.e ; < 50 percent)) |
- |
0 |
|
- |
Clause 3.2(Initial setting time of cement) |
- |
500 |
|
- |
Clause 3.2(Final setting time of cement) |
- |
500 |
|
- |
Cl 3.3(Compressive Strength, At 3days & 7 days) |
- |
4000 |
|
- |
Clause 3.1
(Permeability to water of cement mortar) |
- |
3000 |
|
- |
Clause 3.4(Chloride content) |
- |
1000 |
|
- |
|
Complete
|
|
24 Jul, 2025 |
- |
19 |
IS 1258 (2005) |
Bayonet lamp holders (Fourth Revision) |
-
|
10000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6(Rating ) |
- |
0 |
|
- |
7(Classification) |
- |
0 |
|
- |
8.1(Marking ) |
- |
0 |
|
- |
9.1(Dimensions) |
- |
0 |
|
- |
10(Protection against electric shock ) |
- |
0 |
|
- |
11.1(Terminals) |
- |
0 |
|
- |
12(Provision for Earthing) |
- |
0 |
|
- |
13.1(Construction) |
- |
0 |
|
- |
14(Construction) |
- |
0 |
|
- |
15.1(Moisture Resistance, Insulation Resistance and Electric Strength) |
- |
0 |
|
- |
16.1(Mechanical Strength) |
- |
0 |
|
- |
17(Screws,current-carrying parts and connections) |
- |
0 |
|
- |
18(Creepage distances and Clearances) |
- |
0 |
|
- |
19.1(General resistance to heat) |
- |
0 |
|
- |
20.1(Resistance to heat, fire and tracking) |
- |
0 |
|
- |
21.1(Resistance to excessive residual stresses and to rusting) |
- |
0 |
|
- |
21.1(Resistance to excessive residual stresses and to rusting) |
- |
0 |
|
- |
|
Complete
|
|
24 Jul, 2025 |
- |
20 |
IS 710 (2010) |
Marine plywood - Specification (Second Revision) |
-
|
16000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
9.1.1(MOISTURE CONTENT) |
- |
1000 |
|
- |
9.1.2 , 9.1.2.1(Glue Adhesion in Dry State) |
- |
1000 |
|
- |
Cl. 9.1.2, 9.1.2.1 (Cl. 9.1.2 (Glue Adhesion in Dry State), 9.1.2.1 ( Glue Shear Strength: Average )) |
- |
2000 |
|
- |
9.1.2 , 9.1.2.2(Glue Adhesion in Dry State) |
- |
0 |
|
- |
9.1.3 , 9.1.3.1.1(Water resistance test) |
- |
2000 |
|
- |
9.1.3 , 9.1.3.1.2(Water resistance test) |
- |
2500 |
|
- |
9.1.6 (Table 3)(Static bending strength) |
- |
3000 |
|
- |
9.1.5(Mycological test) |
- |
2500 |
|
- |
6.1(DIMENSIONS) |
- |
1000 |
|
- |
7.1(WORKMANSHIP AND FINISH ) |
- |
1000 |
|
- |
9.1.4(Tensile strength) |
- |
2500 |
|
- |
9.1.7 (Table 4)(Wet bending strength) |
- |
3000 |
|
- |
|
Complete
|
|
24 Jul, 2025 |
- |
21 |
IS 4990 (2011) |
Plywood for concrete shuttering works - Specification (Third Revision) |
-
|
16000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7.2(DIMENSIONS &
TOLERANCES
) |
- |
2000 |
|
- |
10.1.1(MOISTURE CONTENT) |
- |
10002 |
|
- |
10.1.2, 10.1.2.1 (Table-1)(GLUE ADHESION IN DRY STATE) |
- |
2000 |
|
- |
10.1.2, 10.1.2.2(GLUE ADHESION IN DRY STATE) |
- |
2000 |
|
- |
10.1.3, 10.1.3.1.2(RESISTANCE TO WATER TEST) |
- |
2500 |
|
- |
10.1.7 (Table-2)(STATIC BENDING STRENGTH) |
- |
3000 |
|
- |
10.1.5(MYCOLOGICAL TEST ) |
- |
2500 |
|
- |
8.1(WORKMANSHIP AND FINISH ) |
- |
500 |
|
- |
10.1.6(TENSILE STRENGTH) |
- |
2500 |
|
- |
10.1.8 (Table-3)(WET BENDING STRENGTH) |
- |
3000 |
|
- |
|
Complete
|
|
24 Jul, 2025 |
- |
22 |
IS 299 (2012) |
Alumino - Ferric - Specification (Fifth Revision) |
-
|
5000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
1 (i) Table 1( Insouble matter, Grade 1, A-3) |
- |
1200 |
|
Grade 1 |
1 (i) Table 1( Insouble matter, Grade 2, A-3) |
- |
1200 |
|
Grade 2 |
1 (i) Table 1( Insouble matter, Grade 3, A-3) |
- |
1200 |
|
Grade 3 |
1 (ii) Table 1(Soluble iron compound (as Fe2+ and Fe3+), Grade 1, A-4) |
- |
1200 |
|
Grade 1 |
1 (iii) Table 1(Water soluble aluminium compounds (as Al2O3), Grade 1, A-5) |
- |
1200 |
|
Grade 1 |
1 (iv) Table 1(pH (of 5 percent aqueous solution), Grade 1, A-6) |
- |
1200 |
|
Grade 1 |
1 (ii) Table 1(Soluble iron compound (as Fe2+ and Fe3+), Grade 3, A-4) |
- |
1200 |
|
Grade 3 |
1 (ii) Table 1(Soluble iron compound (as Fe2+ and Fe3+), Grade 2, A-4) |
- |
1200 |
|
Grade 2 |
1 (iii) Table 1(Water soluble aluminium compounds (as Al2O3), Grade 2, A-5) |
- |
1200 |
|
Grade 2 |
1 (iii) Table 1(Water soluble aluminium compounds (as Al2O3), Grade 3, A-5) |
- |
1200 |
|
Grade 3 |
1 (iv) Table 1(pH (of 5 percent aqueous solution), Grade 2, A-6) |
- |
1200 |
|
Grade 2 |
1 (iv) Table 1(pH (of 5 percent aqueous solution), Grade 3, A-6) |
- |
1200 |
|
Grade 3 |
|
Complete
|
|
24 Jul, 2025 |
- |
23 |
IS 1237 (2012) |
Cement Concrete Flooring Tiles - Specification |
-
|
7000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer) |
- |
500 |
|
All dimensions |
Cl 12.2(Concavity & Convexity ) |
- |
500 |
|
NA |
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.) |
- |
500 |
|
NA |
Cl 12.4(Shall not exceed 1 percent of the length of the edge.) |
- |
500 |
|
NA |
Cl 12.5(Water absorption) |
- |
1000 |
|
NA |
Cl 12.6(Wet transverse strength ) |
- |
1000 |
|
NA |
Cl 12.7(Resistance to wear) |
- |
2000 |
|
Complete |
Cl 12.7(Resistance to wear) |
- |
2000 |
|
Complete |
Cl 11(Suface Finish) |
- |
500 |
|
Complete |
|
Complete
|
|
24 Jul, 2025 |
- |
24 |
IS 2932 (2013) |
Enamel, synthetic, exterior: (a) Undercoating (b) Finishing - Specification (Fourth Revision) |
-
|
12000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6.3(Freedom from Coarse Particles) |
- |
400 |
|
- |
6.4(Skin Formation) |
- |
400 |
|
- |
6.5(Thinning Properties) |
- |
400 |
|
- |
6.6(Application Properties) |
- |
400 |
|
- |
6.8(Lead Restriction) |
- |
400 |
|
- |
6.9 Table 2 (1) a. Consistency ( Undercoating and Finishing ) ) |
- |
400 |
|
- |
6.9 Table 2 (1) b. Viscosity by ford 80-120 s ) |
- |
400 |
|
- |
6.9 Table 2 ( 2) Mass, ( Under coating ) ) |
- |
400 |
|
- |
6.9 Table 2 ( 2) Mass, (Finishing ) ) |
- |
400 |
|
- |
6.9 Table 2 (3) Drying time, a) Surface dry, ( Under coating ) ) |
- |
400 |
|
- |
6.9 Table 2 (3) Drying time, a) Surface dry, ( Finishing ) ) |
- |
400 |
|
- |
6.9 Table 2 (b) Hard dry ( Under coating ) ) |
- |
400 |
|
- |
6.9 Table 2 (b) Hard dry, (Finishing ) ) |
- |
400 |
|
- |
6.9 Table 2 (c) Tack free ( Under coating (Finishing ) ) |
- |
400 |
|
- |
6.9 Table 2 (4) a) Finish (Under coating ) ) |
- |
400 |
|
- |
6.9 Table 2 (4) a) Finish (Finishing) ) |
- |
400 |
|
- |
6.9 Table 2 (b) ) Gloss 60º (Under coating ) ) |
- |
400 |
|
- |
6.9 Table 2 (b) ) Gloss 60º (Finishing) ) |
- |
400 |
|
- |
6.9 Table 2 (5) Fineness of grind,(Under coating )) |
- |
400 |
|
- |
6.9 Table 2 (5) Fineness of grind,(Finishing)) |
- |
400 |
|
- |
6.9 Table 2 (6) Colour , (Finishing)) |
- |
400 |
|
- |
6.9 Table 2 (7) Flexibility and adhesion: a) Scratch hardness No such scratch as to show the bare metal after Clause 3 of —
(Load 1 000 g) ( Under coating & Finishing ) ) |
- |
400 |
|
- |
6.9 Table 2 (b) Bend test
(with 6.25 mm 48 h of air
in type 1 apparatus) ( Under coating & Finishing ) ) |
- |
400 |
|
- |
6.9 Table 2 (8) Flash point ( Under coating & Finishing ) ) |
- |
400 |
|
- |
6.9 Table 2 (9) Composition: a) Volume solids ( Under coating )) |
- |
400 |
|
- |
6.9 Table 2 (9) Composition: a) Volume solids ( Finishing)) |
- |
400 |
|
- |
6.9 Table 2 (9) Composition:b) Phthalic anhydride content of non-volatile vehicle ( Under coating & Finishing )) |
- |
400 |
|
- |
6.9 Table 2 (10) Resistance to acid ( Under coating & Finishing )) |
- |
400 |
|
- |
6.9 Table 2 (11) Resistance to alkali ( Under coating & Finishing )) |
- |
400 |
|
- |
6.9 Table 2 (12) Accelerated storage stability test ( Under coating & Finishing )) |
- |
400 |
|
- |
6.9 Table 2 (13) Keeping properties ( Under coating & Finishing )) |
- |
400 |
|
- |
6.9 Table 2 (14) Wet opacity ( Under coating & Finishing )) |
- |
400 |
|
- |
6.7.1.3(QUV apparatus) |
- |
400 |
|
- |
|
Complete
|
|
24 Jul, 2025 |
- |
25 |
IS 3812 : Part 2 (2013) |
Pulverized Fuel Ash - Part 2 : For Use as Admixture in Cement Mortar and Concrete |
-
|
8000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7.1, Table 1(Fineness — Specific surface in m2 /kg) |
- |
1000 |
|
Full |
7.1, Table 1(Particles retained on 45 micron IS sieve (wet sieving)) |
- |
500 |
|
Full |
7.1, Table 1(Soundnes) |
- |
1000 |
|
Full |
|
Complete
|
|
24 Jul, 2025 |
- |
26 |
IS 13801 (2013) |
Chequered Cement Concrete Tiles - |
-
|
7000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
(Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.) |
- |
500 |
|
- |
Cl 12.2(Longest gap between the arms of the square and the edge of the title shall not exceed 2 percent of the length.) |
- |
500 |
|
- |
Cl 12.3(Shall not exceed 1 percent of the length of the edge.) |
- |
500 |
|
- |
Cl 12.1(Concavity & Convexity ) |
- |
500 |
|
- |
Cl 12.4(Water absorption) |
- |
1000 |
|
- |
Cl 12.5(Wet transverse strength) |
- |
2000 |
|
- |
Cl 12.6(Resistance to wear) |
- |
2500 |
|
- |
|
Complete
|
|
24 Jul, 2025 |
- |
27 |
IS 1161 (2014) |
Steel tubes for structural purposes - Specification (Fifth Revision) |
-
|
9000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 6(Outer Diameter, Thickness & Mass) |
- |
2000 |
|
NA |
Cl 7(Workmanship) |
- |
1000 |
|
NA |
Cl 9(Workmanship) |
- |
1000 |
|
NA |
Cl 11(Tensile Test, Flattening Test & Cold Bend Test) |
- |
3000 |
|
NA |
Cl 13(Workmanship) |
- |
1000 |
|
NA |
Clause 11.2, Table -2(Elongation) |
- |
3000 |
|
NA |
Cl. 11.2 Table 2(Yield strength) |
- |
3000 |
|
NA |
Cl 11.3.1(Flattening test (over 50 mm NB)) |
- |
1000 |
|
NA |
Cl 11.3.1(Cold bend test (upto & including 50 mm NB)) |
- |
1000 |
|
NA |
|
Complete
|
|
24 Jul, 2025 |
- |
28 |
IS 158 (2015) |
Ready mixed paint, brushing, bituminous, black, acid, alkali and heat resisting - Specification (Fourth Revision) |
-
|
5000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.1(Composition) |
- |
100 |
|
- |
4.2.1(Lead Restriction) |
- |
400 |
|
- |
Cl 4.3, Table 1, S.no. i)(Drying time, Hard dry) |
- |
300 |
|
- |
Cl 4.3, Table 1, S.no. ii)(Consistency) |
- |
200 |
|
- |
Cl 4.3, Table 1, S.no. iii)(Finish) |
- |
200 |
|
- |
Cl 4.3, Table 1, S.no. iv)(Wet opacity) |
- |
300 |
|
- |
Cl 4.3, Table 1, S.no. v)(Colour) |
- |
100 |
|
- |
Cl 4.3, Table 1, S.no. vi)( Mass) |
- |
200 |
|
- |
Cl 4.3, Table 1, S.no. vii)(Water content) |
- |
500 |
|
- |
Cl 4.3, Table 1, S.no.viii)(Flexibility and adhesion) |
- |
200 |
|
- |
Cl 4.3, Table 1, S.no. ix)(Stripping test ) |
- |
300 |
|
- |
Cl 4.3, Table 1, S.no. x)(Protection against corrosion under conditions of condensation) |
- |
500 |
|
- |
Cl 4.3, Table 1, S.no.xi)(Volatile matter, perce) |
- |
200 |
|
- |
Cl 4.3, Table 1, S.no.xii)(Resistance to acid) |
- |
300 |
|
- |
Cl 4.3, Table 1, S.no.xiii)(Resistance to alkali) |
- |
300 |
|
- |
Cl 4.3, Table 1, S.no.xiv)(Resistance to Heat) |
- |
300 |
|
- |
Cl 4.3, Table 1, S.no.xv)(Flash point ,) |
- |
300 |
|
- |
Cl 4.3, Table 1, S.no.xvi)(Keeping properties) |
- |
300 |
|
- |
|
Complete
|
|
24 Jul, 2025 |
- |
29 |
IS 1489 : Part 2 (2015) |
Portland - Pozzolana cement - Specification: Part 2 calcined clay based |
-
|
11000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7 -Table 2- i(Fineness 4031 Part 2) |
- |
1000 |
|
Complete |
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3) |
- |
500 |
|
Complete |
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3) |
- |
1000 |
|
Complete |
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5) |
- |
500 |
|
Both durations |
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5) |
- |
500 |
|
Both duration |
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
2000 |
|
All durations |
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
2000 |
|
All durations |
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
2000 |
|
All durations |
7 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional)) |
- |
2000 |
|
Compete |
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10) |
- |
1000 |
|
Complete |
|
Complete
|
|
24 Jul, 2025 |
- |
30 |
IS 383 (2016) |
Coarse and Fine Aggregate for Concrete - Specification (Third Revision) |
-
|
12000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value) |
- |
1500 |
|
NA |
5.4.2(a)( Aggregates Impact Value) |
- |
1500 |
|
for two sets |
5.4.2(b)( Aggregates Impact Value) |
- |
1500 |
|
for 2 sets |
5.4.3(a)( Aggregate Abrasion Value) |
- |
1500 |
|
for both sets |
6.1-Table 7(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Nominal Size of aggregate) |
- |
1000 |
|
for complete set |
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve ) |
- |
500 |
|
Individual |
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve ) |
- |
500 |
|
Individual |
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve ) |
- |
500 |
|
Individual |
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve ) |
- |
500 |
|
Individual |
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve ) |
- |
500 |
|
Individual |
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve ) |
- |
500 |
|
Individual |
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve ) |
- |
500 |
|
Individual |
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve ) |
- |
500 |
|
Individual |
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve ) |
- |
500 |
|
Individual |
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Size) |
- |
1000 |
|
All |
6.2-Table 7(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Nominal Size of aggregate) |
- |
1000 |
|
All |
6.3-Table 9(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Grading Zone) |
- |
1000 |
|
All |
6.4-Table 10(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Nominal Size ) |
- |
1000 |
|
All |
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate)) |
- |
1000 |
|
- |
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate)) |
- |
1000 |
|
- - |
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate)) |
- |
500 |
|
- - |
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate )) |
- |
500 |
|
- - |
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate )) |
- |
500 |
|
- - |
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate)) |
- |
500 |
|
- - |
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate)) |
- |
1000 |
|
- - |
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate)) |
- |
3000 |
|
Both |
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate)) |
- |
500 |
|
- - |
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate )) |
- |
500 |
|
- - |
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate )) |
- |
500 |
|
- - |
7.2(Moisture Content) |
- |
500 |
|
- - |
5.7 table 3(WaterAbsorption) |
- |
1000 |
|
- - |
|
Complete
|
|
24 Jul, 2025 |
- |