| 1 |
IS 2062 (2011) |
Hot rolled medium and high tensile structural steel - Specification (Seventh Revision) |
E250, 275, 300, 350, 410 A, BR, B0, C &E450,550,650A,BR |
-
|
10500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 18(Weight) |
- |
1000 |
|
- |
| Cl 15(Length, Width & Thickness) |
- |
1000 |
|
- |
| Cl 12(Sudden Load Applied) |
- |
1500 |
|
- |
| Cl 11.3(Press) |
- |
1500 |
|
- |
| Cl 10.3(UTM) |
- |
3000 |
|
- |
| Cl 7(Workmanship) |
- |
1000 |
|
- |
| Cl. 10.3 (Cl. 10.3 (Yield Stress)) |
- |
3000 |
|
- |
| Cl. 10.3 (Cl. 10.3 (Elongation %)) |
- |
3000 |
|
- |
| Cl. 10.3 (Cl. 10.3 (Tensile Strength)) |
- |
3000 |
|
- |
| Cl. 15, 16(Width ) |
- |
1000 |
|
- |
| Cl. 15 (Cl. 15 Channel Section: Sweep) |
- |
1000 |
|
- |
| Cl. 15(Cl. 15 Channel Section: Camber) |
- |
1000 |
|
- |
| Cl. 15(Cl. 15 Channel Section: Flatness of Web (Concavity)) |
- |
1000 |
|
- |
| Cl. 15(Cl. 15 Channel Section: Depth) |
- |
1000 |
|
- |
|
Complete
|
|
24 Jul, 2022 |
- - |
| 2 |
IS 277 (2018) |
Galvanized steel strips and sheets (Plain And Corrugated) - Specification (Seventh Revision) |
- |
-
|
4000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 8.1(UTM) |
- |
3000 |
|
- |
| Cl 8.2(Press) |
- |
1000 |
|
- |
| Cl 13(Weight) |
- |
1000 |
|
- |
| Cl 12(Workmanship) |
- |
1000 |
|
- |
| Cl 14(Length, Width & Thickness) |
- |
1000 |
|
- |
| Cl. 8.1 (Cl. 8.1 (Percentage Elongation )) |
- |
3000 |
|
- |
| Cl. 8.1 (Cl. 8.1 (Yield Stress)) |
- |
3000 |
|
- |
| Cl. 8.1 (Cl. 8.1 (Tensile Strength)) |
- |
3000 |
|
- |
|
Complete
|
|
24 Jul, 2022 |
- - |
| 3 |
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, 2022 |
- - |
| 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, 2022 |
- - |
| 5 |
IS 303 (1989) |
Plywood for General Purposes - |
MR/BWR |
-
|
13000 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, 2022 |
- - |
| 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, 2022 |
- - |
| 7 |
IS 1659 (2004) |
Block boards - Specification (Fourth Revision) |
- |
-
|
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
No Record Found
|
|
Complete
|
|
24 Jul, 2022 |
- - |
| 8 |
IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
- |
-
|
28000 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, 2022 |
- - |
| 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, 2022 |
- - |
| 10 |
IS 133 : Part 1 (2013) |
Enamel, interior: (A) undercoating (B) finishing - Specification: Part 1 for household and decorative purposes (Fifth Revision) |
- |
-
|
- View breakup
Under Coating : Rs. 10,000/-, Finishing : Rs. 10,000/-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
No Record Found
|
|
Complete
|
|
24 Jul, 2022 |
- - |
| 11 |
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, 2022 |
- - |
| 12 |
IS 455 (2015) |
Portland slag cement - Specification |
- |
-
|
- View breakup
Rs.10,000/- (Civil : Rs. 6,000/- & Chemical : Rs. 4,000/-)
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
No Record Found
|
|
Complete
|
|
24 Jul, 2022 |
- - |
| 13 |
IS 1489 (Part 1) (2015) |
Portland pozzolana cement - Specification: Part 1 fly Ash Based |
- |
-
|
11000 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, 2022 |
- - |
| 14 |
IS 513 : Part 1 (2016) |
Cold reduced carbon steel sheet and strip: Part 1 cold forming and drawing purpose (Sixth Revision) |
Genral Purpose CR0, 1,2,3,4,5 and all new designations |
-
|
12000 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, 2022 |
- - |
| 15 |
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, 2022 |
- - |
| 16 |
IS 14846 (2000) |
Sluice valve for water works purposes (50 To 1200 mm size) - specification |
- |
-
|
- View breakup
Rs. 7500/-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
No Record Found
|
|
Complete
|
|
24 Jul, 2022 |
- 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 |
| 17 |
IS 3589 (2001) |
Steel pipes for water and sewage (168.3 To 2540 Mm Outside Diameter) - Specification (Third Revision) |
Fe330, Fe410, Fe450 Size 168.3mm to 2540mm Dia |
-
|
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, 2022 |
- - |
| 18 |
IS 14933 (2001) |
High Pressure Fire Fighting Hose -Specification |
- |
-
|
14000 View breakup
Rs.7000/-
| 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) |
- |
1000 |
|
NA |
| Cl 11(Hydraulic Burst Pressure Test) |
- |
1000 |
|
NA |
| Cl 12(Kink test) |
- |
1000 |
|
NA |
| Cl 13 & Annex A(Adhesion Test) |
- |
1000 |
|
NA |
| Cl 14 & Annex B(Abrasion Resistance Test) |
- |
1000 |
|
NA |
| Cl 15(Accelerated Ageing Test) |
- |
2000 |
|
NA |
| Cl 16(Change in Length) |
- |
1000 |
|
NA |
| Cl 17.2(Oil Resistance Test) |
- |
1000 |
|
NA |
| Cl 17.3(Heat Resistance Test) |
- |
1000 |
|
NA |
|
Complete
|
|
24 Jul, 2022 |
- - |
| 19 |
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, 2022 |
- - |
| 20 |
IS 12406 (2003) |
Medium density fibre boards for general purpose - Specification (First Revision) |
- |
-
|
14000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 11.5(Test For Moisture Content) |
- |
1000 |
|
- |
| Cl 11.4(Test For Density) |
- |
500 |
|
- |
| Cl 11.6(Test For water Absorption) |
- |
1000 |
|
- |
| Cl 11.7.1(Due To General Absorption) |
- |
1000 |
|
- |
| Cl 11.7.2(Due To Surfacel Absorption) |
- |
2000 |
|
- |
| Cl 11.8(Tesr For Modulus Of Elasticity & Mudulus Of Rupture) |
- |
2500 |
|
- |
| Cl 11.9(Test For Internal Bond) |
- |
2000 |
|
- |
| Cl 11.10(Test For Screw Withdrawal Strength) |
- |
1500 |
|
- |
|
Complete
|
|
24 Jul, 2022 |
- - |
| 21 |
IS 814 (2004) |
Covered electrodes for manual metal arc welding of carbon and carbon manganese steel - Specification (Sixth Revision) |
- |
-
|
29000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7.1.1(Diameter of Core Wire) |
- |
500 |
|
- |
| 7.1.2(Length of Electrodes) |
- |
500 |
|
- |
| 7.2.1(Contact End) |
- |
500 |
|
- |
| 7.2.2(Arc striking End) |
- |
500 |
|
- |
| 7.3(Concentricity of Flux covering with core wire) |
- |
500 |
|
- |
| 7.4(Defects of Core wire and Coverings) |
- |
500 |
|
- |
| 9.1.2 Table 6 (Ultimate Tensile Strength-Annex F) |
- |
8000 |
|
Tensile test with weld preparation to check quality |
| 9.1.2 Table 6 ( Yield Stress -Annex F) |
- |
8000 |
|
Tensile test with weld preparation to check quality |
| 9.1.3 Table 6 ( Impact Strength-Annex F) |
- |
5000 |
|
Room Temperature Rs. 3000 /- and 5000 for sub zero temp. |
| 9.2(Butt Weld Bend Test-IS 1599) |
- |
1000 |
|
- |
| 9.3(Running PerformanceTest-Annex H) |
- |
5000 |
|
- |
| 9.4(Increased Metal Recovery Test-IS 13043) |
- |
3000 |
|
- |
| 9.5(Diffusible Hydrogen Evaluation Test-IS 11802) |
- |
5000 |
|
- |
| 9.6(Radiographic Test- IS 1182) |
- |
6000 |
|
Radiography with weld plate preparation to check quality of welding electrode. |
| 6 & 8.2(Carbon- Relevant Parts of IS 228 or any other established instrumental/chemical method) |
- |
2500 |
|
- |
| 6 & 8.2(Silicon- Relevant Parts of IS 228 or any other established instrumental/chemical method) |
- |
2500 |
|
- |
| 6 & 8.2(Manganese- Relevant Parts of IS 228 or any other established instrumental/chemical method) |
- |
2500 |
|
- |
| 6 & 8.2(Phosphorous- Relevant Parts of IS 228 or any other established instrumental/chemical method) |
- |
2500 |
|
- |
| 6 & 8.2(Sulphur- Relevant Parts of IS 228 or any other established instrumental/chemical method) |
- |
2500 |
|
- |
| 6 & 8.2(Copper- Relevant Parts of IS 228 or any other established instrumental/chemical method) |
- |
2500 |
|
- |
| 6 & 8.2(Vanadium- Relevant Parts of IS 228 or any other established instrumental/chemical method) |
- |
4000 |
|
- |
| 6 & 8.2(Titanium- Relevant Parts of IS 228 or any other established instrumental/chemical method) |
- |
4000 |
|
- |
| 6 & 8.2(Alumiminium- Relevant Parts of IS 228 or any other established instrumental/chemical method) |
- |
4000 |
|
- |
| 6 & 8.2(Cr+Ni+Mo - Relevant Parts of IS 228 or any other established instrumental/chemical method) |
- |
4000 |
|
- |
| 6 & 8.2(Chromium- Relevant Parts of IS 228 or any other established instrumental/chemical method) |
- |
4000 |
|
- |
| 6 & 8.2(Nickel- Relevant Parts of IS 228 or any other established instrumental/chemical method) |
- |
4000 |
|
- |
| 6 & 8.2(Molybdenum- Relevant Parts of IS 228 or any other established instrumental/chemical method) |
- |
4000 |
|
- |
| 6 & 8.2(Mn+Ni+Cr+Mo+V - Relevant Parts of IS 228 or any other established instrumental/chemical method) |
- |
4000 |
|
- |
|
Complete
|
|
24 Jul, 2022 |
- - |
| 22 |
IS 1239 : Part 2 (2011) |
Steel tubes, tubulars and other steel fittings - Specification: Part 2 steel pipe fittings (Fifth Revision) |
- |
-
|
1 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 8.1-Table 1( DIMENSIONS OF TUBULARS-Pieces
) |
- |
1 |
|
- |
|
Complete
|
|
24 Jul, 2022 |
- - |
| 23 |
IS 1258 (2005) |
Bayonet lamp holders (Fourth Revision) |
- |
-
|
- View breakup
Rs.6000/-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
No Record Found
|
|
Complete
|
|
24 Jul, 2022 |
- - |
| 24 |
IS 710 (2010) |
Marine plywood - Specification (Second Revision) |
- |
-
|
17000 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, 2022 |
- - |
| 25 |
IS 4990 (2011) |
Plywood for concrete shuttering works - Specification (Third Revision) |
- |
-
|
17000 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, 2022 |
- - |
| 26 |
IS 299 (2012) |
Alumino - Ferric - Specification (Fifth Revision) |
- |
-
|
- View breakup
Rs.4875/-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
No Record Found
|
|
Complete
|
|
24 Jul, 2022 |
- For Grade I, II and III only |
| 27 |
IS 1237 (2012) |
Cement Concrete Flooring Tiles - Specification |
- |
-
|
- View breakup
Rs.6750/-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
No Record Found
|
|
Complete
|
|
24 Jul, 2022 |
- - |
| 28 |
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, 2022 |
- - |
| 29 |
IS 3812 : Part 2 (2013) |
Pulverized Fuel Ash - Part 2 : For Use as Admixture in Cement Mortar and Concrete |
- |
-
|
- View breakup
Rs. 13,500/- (Mechanical : Rs. 9,500/- & Chemical : Rs. 4,000/-)
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
No Record Found
|
|
Complete
|
|
24 Jul, 2022 |
- - |
| 30 |
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, 2022 |
- - |