| 3721 |
National Test House (WR), Mumbai
| IS 710 (2010) - Marine plywood - Specification (Second Revision) |
Marine plywood - Specification (Second Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
No Record Found
|
|
| 3722 |
National Test House (WR), Mumbai
| IS 1003 : Part 1 (2003) - Timber Panelled and Glazed shutters |
Timber Panelled and Glazed shutters |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 10 (Glazing -IS 1003 (Part 1) : 2003) |
1000.0 |
|
|
| 3723 |
National Test House (WR), Mumbai
| IS 15622 (2017) - Pressed Ceramic Tiles - Specification (First Revision) |
Pressed Ceramic Tiles - Specification (First Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6, Tables 5 to 9, Sl No (i), (f) (Surface Quality-IS13630 (Part1):2019) |
500.0 |
|
| 6, Tables 5 to 9, Sl No (i), (a) (Dimensions-Length-IS13630 (Part1):2019) |
1000.0 |
|
| 6, Tables 5 to 9, Sl No (i), (a) (Dimensions-Width -IS:13630 (Part1):2019) |
1000.0 |
|
| 6, Tables 5 to 9, Sl No (i), (b) (Dimension-Thickness-Deviation in percent from work size -IS: 13630 (Part1):2019) |
1000.0 |
|
| 6, Tables 5 to 9, Sl No (ii), (a) (Water Absorption-IS13630 (Part 2):2019) |
1000.0 |
|
| 6, Tables 5 to 9, Sl No (ii), (b) (Modulus of rupture in N/mm²- IS13630 (Part6):2019) |
2000.0 |
|
| 6, Tables 5 to 9, Sl No (ii), (c) (Breaking of strength in N- IS13630 (Part 6):2019) |
2000.0 |
|
| 6, Tables 5 to 9, Sl No (ii), (e) (Scratch Hardness of surface (Mohs' Scale)-IS13630 (Part 13):2019) |
2000.0 |
|
| 6, Tables 5 to 9, Sl No (ii), (g) (Coefficient of Linear thermal expansion from ambient temperature to 100° C(K raise to -1)-IS 13630 (Part 4):2019) |
1000.0 |
|
| 6, Tables 5 to 9, Sl No (ii), (h) (Thermal shock resistance- IS 13630 (Part 5):2019) |
2000.0 |
|
| 6, Tables 8 and 9, Sl No (ii), (q) (Bulk Density-IS13630 (Part 2):2019) |
1000.0 |
|
| 6, Tables 5 to 9, Sl No (ii), (j) (Crazing Resistance- IS13630 (Part 9):2019) |
1500.0 |
|
| 6, Table 9, Sl No (iii), (a, b, c)-1(Part 8) (Chemical properties-glazed- IS13630 (Part 8):2019) |
5000.0 |
|
| 6, Table 9, Sl No (iii), (a,b,c)-2-(Part 7) (Chemical properties-Unglazed-IS13630 (Part 7):2019) |
5000.0 |
|
| 6, Tables 5 to 9, Sl No (i), (e-1,2,3) (Surface Flatness-Maximum deviation in percent from flatness-(Centre curvature, Edge curvature & warpage) -IS: 13630 (Part1):2019) |
500.0 |
|
| 6, Tables 5 to 9, Sl No (i), (c) (Straightness of sides(Facial sides)Maximum deviation in percent to corresponding work size- IS13630 (Part1):2019) |
500.0 |
|
| 6, Tables 5 to 9, Sl No (i), (d) (Rectangularity-Maximum deviation in percent to corresponding work size-IS: 13630 (Part1):2019) |
500.0 |
|
| 6, Tables 5 to 9, Sl No (iii), (a) (Resistance to staining IS 13630(8)/(7):2019) |
1000.0 |
|
| 6, Tables 5 to 9, Sl No (iii), (b) (Resistance to household chemicals swimming pools, and water cleansers except to cleansing agents containing hydrofluoric acid and its compounds IS 13630(8)/(7):2019) |
1000.0 |
|
| 6, Tables 5 to 9, Sl No (iii), (c) (Resistance to acid and alkalies (with exception of hydrofloric acid and its compounds-IS 13630(8)/(7):2019) |
1000.0 |
|
| 6, Tables 5 to 9, Sl No (ii), (k) (Impact resistance-Coefficient of Restitution-IS13630 (Part 14):2019) |
1000.0 |
|
| 6, Tables 5 to 9, Sl No (ii), (f) (Resistance to Surface Abrasion of Glazed Tiles(Class I to V Floor Tiles)-IS13630 (Part 11):2019) |
2000.0 |
|
| 6, Tables 5 to 9, Sl No (ii), (d) (Moisture expansion in mm/m-IS13630 (Part 3):2019) |
1000.0 |
|
| Table 8 / 9 (m) (Coefficient of friction) |
2000.0 |
|
| 6, Tables 6 to 9, Sl No (ii), (p) (Resistance to deep abrasion of Unglazed Tiles- IS13630 (Part 12):2019) |
2500.0 |
|
|
| 3724 |
National Test House (ER), Kolkata
| IS 5493 (1981) - Dimensions for wrought copper and copper alloy tubes (First Revision) |
Dimensions for wrought copper and copper alloy tubes (First Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 2.1 (Out Side Diameter) |
1000.0 |
|
| 2.2 (Thickness) |
1000.0 |
|
| 2.3 (Roundness) |
1000.0 |
|
|
| 3725 |
National Test House (WR), Mumbai
| IS 6304 (1992) - Stationary batteries - Lead - Acid type - With pasted positive plates - Specification (Second Revision) |
Stationary batteries - Lead - Acid type - With pasted positive plates - Specification (Second Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 8.8.2 (Watt Hour Efficiency) |
7500.0 |
|
|
| 3726 |
National Test House (WR), Mumbai
| IS 4000 (1992) - Code for practice for High strength bolts in steel structures |
Code for practice for High strength bolts in steel structures |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5.4.1 (Slip Factor - Surface Blasted with shot or grit with any loose rust removed, no pitting - consideration of 3 Specimens) |
18000.0 |
|
| 5.4.1 (Slip Factor - Surface blasted with shot or grit and hot-dip galvanized - consideration of 3 Specimens) |
18000.0 |
|
| 5.4.1 (Slip Factor- Surface blasted with shot or grit and spray-metallized with zinc ( thickness 50-70 microns) - consideration of 3 Specimens) |
18000.0 |
|
| 5.4.1 (Slip Factor- Surfaces Blasted with shot or grit and painted with ethyl-zinc silicate coat ( thickness 30-60 microns) - consideration of 3 Specimens) |
18000.0 |
|
| 5.4.1 (Slip Factor - Surfaces Blasted with shot or grit and painted with ethyl-zinc silicate coat (thickness 60-80 microns) - consideration of 3 Specimens) |
18000.0 |
|
| 5.4.1 (Slip Factor - Surfaces blasted with shot or grit and painted with alcali-zinc silicate coat (thickness 60-80 microns) - consideration of 3 Specimens) |
18000.0 |
|
| 5.4.1 (Slip Factor - Surface Blasted with shot or grit and spraymetallized with aluminium (thickness >50 microns) - consideration of 3 Specimens) |
18000.0 |
|
| 5.4.1 (Slip Factor - Surface Not Treated - consideration of 3 Specimens) |
18000.0 |
|
| 5.4.1 (Slip Factor - Surface Not Treated - consideration of 5 Specimens) |
30000.0 |
|
| 5.4.1 (Slip Factor - Surface Blasted with shot or grit with any loose rust removed, no pitting - consideration of 5 Specimens) |
30000.0 |
|
| 5.4.1 (Slip Factor - Surface blasted with shot or grit and hot-dip galvanized - consideration of 5 Specimens) |
30000.0 |
|
| 5.4.1 (Slip Factor- Surface blasted with shot or grit and spray-metallized with zinc ( thickness 50-70 microns) - consideration of 5 Specimens) |
30000.0 |
|
| 5.4.1 (Slip Factor- Surfaces Blasted with shot or grit and painted with ethyl-zinc silicate coat ( thickness 30-60 microns) - consideration of 5 Specimens) |
30000.0 |
|
| 5.4.1 (Slip Factor - Surfaces Blasted with shot or grit and painted with ethyl-zinc silicate coat (thickness 60-80 microns) - consideration of 5 Specimens) |
30000.0 |
|
| 5.4.1 (Slip Factor - Surfaces blasted with shot or grit and painted with alcali-zinc silicate coat (thickness 60-80 microns)- consideration of 5 Specimens) |
30000.0 |
|
| 5.4.1 (Slip Factor - Surface Blasted with shot or grit and spraymetallized with aluminium (thickness >50 microns)- consideration of 5 Specimens) |
30000.0 |
|
| B-4 (Slip Load for Slip Factor - Surface Blasted with shot or grit without Paint/Coat) |
6000.0 |
|
| B-4 (Slip Load for Slip Factor - Surface Blasted with shot or grit and Painted/ Coated) |
6000.0 |
|
|
| 3727 |
National Test House (ER), Kolkata
| ICAO Annex 14 - On the lines of ICAO annexure 14(test for aviation obstruction light) |
On the lines of ICAO annexure 14(test for aviation obstruction light) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| A.1 (Peak Intensity (cd) in single-mode (non flashing mode)) |
10000.0 |
|
| A.2 (Peak Intensity (cd) in dual mode (non flashing mode )) |
20000.0 |
|
|
| 3728 |
National Test House (WR), Mumbai
| IS 303 (1989) - Plywood for General Purposes - |
Plywood for General Purposes - |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 9 (Workmanship & Finish-IS 303:1989) |
500.0 |
|
| 5, Table 1 & 2 (Classification by Appearance-IS 303:1989) |
2000.0 |
|
| 8 & Table 3 (Dimensions and Tolerances-IS 303:1989, Annex C) |
2000.0 |
|
| 11.3 (Moisture content-IS 1734 (Part 1):1983) |
1000.0 |
|
| 11.4 & Table 4 (Static Bending Strength-IS 1734 (Part 11):1983) |
3000.0 |
|
| 11.2.1 (Glue Adhesion-Water Resistance Test- IS 303:1989 & IS 1734 (Part 5):1983) |
2000.0 |
|
| 11.2.2 (Glue Adhesion-Mycological Test -IS 1734 (Part 7):1983 & IS 1734 (Part 5):1983) |
1500.0 |
|
|
| 3729 |
National Test House (NR), Ghaziabad
| IS 2713 : PART 1 TO 3 (1980) - Tubular Steel Poles for Overhead Power Lines |
Tubular Steel Poles for Overhead Power Lines |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 8.4 (Weight of Pole) |
1000.0 |
|
| 15.1 (Dimension of Base Plate) |
1000.0 |
|
| 8.1 (Outside Diameter (Top, Middle , Bottom Section of Pole)) |
3000.0 |
|
| 8.3 (Length (Overall Length, Top, Middle , Bottom Section of Pole)) |
4000.0 |
|
| 8.2 (Thickness (Top, Middle , Bottom Section of Pole)) |
3000.0 |
|
| 8.5 (Straightness) |
1000.0 |
|
| 7 (Freedom from defect) |
1000.0 |
|
| 10.1.3 (Deflection Test) |
1000.0 |
|
| 10.1.4 (Permanent Set Test) |
1500.0 |
|
| 10.1.5 (Drop Test) |
1000.0 |
|
| 6 (Chemical Composition (Top, Middle , Bottom Section of Pole)) |
4500.0 |
|
| 11.2 of IS 1161: 2014 (Tensile Test (Top, Middle , Bottom Section)) |
9000.0 |
|
| 11.3.2 of IS 1161: 2014 (Flattening test (Top, Middle , Bottom Section of Pole)) |
3000.0 |
|
| 13.2 (Protection against corrosion (Galvanized Test)) |
2000.0 |
|
|
| 3730 |
National Test House (NR), Ghaziabad
| 2026 (Part-11) (2021) - Specification for dry - Type power transformers |
Specification for dry - Type power transformers |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 13.1.(a) (Measurement of Winding Resistance) |
1000.0 |
|
| 13.1.(b) (Measurement of Voltage ratio & voltage vector relationship test) |
2000.0 |
|
| 13.1.(c) (Measurement of lmpedance Voltage
,Short Circuit lmpedance and Load Loss) |
8000.0 |
|
| 13.1.(d) (Measurement of No Load Loss & Current) |
6000.0 |
|
| 13.1.(e) (Separate source Voltage withstand test) |
2500.0 |
|
| 13.1.(f) (lnduced Over voltage withstand test) |
4000.0 |
|
| 13.1(g) (Lightning Impulse Test) |
65000.0 |
|
| 13.1.(h) (Temperature Rise Test) |
40000.0 |
|
| 13.3.(b) (Measurement of acoustic sound Level) |
7000.0 |
|
|
| 3731 |
National Test House (NR), Ghaziabad
| IS 4454 : Part 1 (2001) - Steel wire for mechanical springs - Specification: Part 1 cold drawn unalloyed steel wire (Third Revision) |
Steel wire for mechanical springs - Specification: Part 1 cold drawn unalloyed steel wire (Third Revision) |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 10.1 (Tensile Strength) |
3000.0 |
|
| 9 (Dimensions) |
1000.0 |
|
|
| 3732 |
National Test House (NR), Ghaziabad
| IS 15622 (2017) - Pressed Ceramic Tiles - Specification (First Revision) |
Pressed Ceramic Tiles - Specification (First Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6, Tables 5 to 9, Sl No (iii), (a) (Resistance to staining IS 13630(8)/(7):2019) |
1000.0 |
|
| 6, Tables 5 to 9, Sl No (iii), (b) (Resistance to household chemicals swimming pools, and water cleansers except to cleansing agents containing hydrofluoric acid and its compounds IS 13630(8)/(7):2019) |
1000.0 |
|
| 6, Tables 5 to 9, Sl No (iii), (c) (Resistance to acid and alkalies (with exception of hydrofloric acid and its compounds-IS 13630(8)/(7):2019) |
1000.0 |
|
| 6, Tables 5 to 9, Sl No (i), (f) (Surface Quality-IS13630 (Part1):2019) |
500.0 |
|
| 6, Tables 5 to 9, Sl No (i), (a) (Dimensions-Length-IS13630 (Part1):2019) |
1000.0 |
|
| 6, Tables 5 to 9, Sl No (i), (a) (Dimensions-Width -IS:13630 (Part1):2019) |
1000.0 |
|
| 6, Tables 5 to 9, Sl No (i), (b) (Dimension-Thickness-Deviation in percent from work size -IS: 13630 (Part1):2019) |
1000.0 |
|
| 6, Tables 5 to 9, Sl No (i), (d) (Rectangularity-Maximum deviation in percent to corresponding work size-IS: 13630 (Part1):2019) |
500.0 |
|
| 6, Tables 5 to 9, Sl No (i), (c) (Straightness of sides(Facial sides)Maximum deviation in percent to corresponding work size- IS13630 (Part1):2019) |
500.0 |
|
| 6, Tables 5 to 9, Sl No (i), (e-1,2,3) (Surface Flatness-Maximum deviation in percent from flatness-(Centre curvature, Edge curvature & warpage) -IS: 13630 (Part1):2019) |
500.0 |
|
| 6, Tables 5 to 9, Sl No (ii), (a) (Water Absorption-IS13630 (Part 2):2019) |
1000.0 |
|
| 6, Tables 5 to 9, Sl No (ii), (b) (Modulus of rupture in N/mm²- IS13630 (Part6):2019) |
2000.0 |
|
| 6, Tables 5 to 9, Sl No (ii), (c) (Breaking of strength in N- IS13630 (Part 6):2019) |
2000.0 |
|
| 6, Tables 5 to 9, Sl No (ii), (e) (Scratch Hardness of surface (Mohs' Scale)-IS13630 (Part 13):2019) |
2000.0 |
|
| 6, Tables 5 to 9, Sl No (ii), (j) (Crazing Resistance- IS13630 (Part 9):2019) |
1500.0 |
|
| 6, Tables 5 to 9, Sl No (ii), (k) (Impact resistance-Coefficient of Restitution-IS13630 (Part 14):2019) |
1000.0 |
|
| 6, Tables 8 and 9, Sl No (ii), (q) (Bulk Density-IS13630 (Part 2):2019) |
1000.0 |
|
| 6, Table 9, Sl No (iii), (a, b, c)-1(Part 8) (Chemical properties-glazed- IS13630 (Part 8):2019) |
5000.0 |
|
|
| 3733 |
National Test House (NR), Ghaziabad
| IS 1237 (2012) - Cement Concrete Flooring Tiles - Specification |
Cement Concrete Flooring Tiles - Specification |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 12.6 (Wet transverse strength-Annex F of IS 1237:2012) |
2000.0 |
|
| 12.5 (Water Absorption-Annex E of IS 1237:2012) |
1000.0 |
|
| 12.4 (Straightness-Annex D of IS 1237:2012) |
500.0 |
|
| 12.3 (Perpendicularity-Annex C of IS 1237:2012) |
500.0 |
|
| 10 (General Quality-IS 1237:2012) |
100.0 |
|
| 8.3 & Table2 (The thickness of Wearing Layer-IS 1237:2012) |
100.0 |
|
| 7, 8.2 & Table1 (Thickness & Tolerances-IS 1237:2012) |
100.0 |
|
| 7 & 8.1, Table1 (Dimensions & Tolerances-IS 1237:2012) |
200.0 |
|
| 12.7 (Resistance to wear-Annex G of IS 1237:2012) |
2500.0 |
|
|
| 3734 |
National Test House (NR), Ghaziabad
| IS 10262 (2019) - Concrete Mix Proportioning — Guidelines ( Second Revision ) |
Concrete Mix Proportioning — Guidelines ( Second Revision ) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 4 (Concrete Mix design (IS 10262:2019) with Admixture) |
35000.0 |
|
| 1 (Concrete Mix Proportioning — Guidelines (without admixture)) |
30000.0 |
|
|
| 3735 |
National Test House (NR), Ghaziabad
| IS 1489 : Part 2 (2015) - Portland - Pozzolana cement - Specification: Part 2 calcined clay based |
Portland - Pozzolana cement - Specification: Part 2 calcined clay based |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7, Table 2, Sl No 6 (Drying Shrinkage IS 4031(10):1988) |
1000.0 |
|
| 7, Table 2, Sl No 4c (28 Days Compressive strength, MPa- IS 4031(6):1988) |
1000.0 |
|
| 7, Table 2, Sl No 4b (7 Days Compressive strength,168±2 h, MPa- IS 4031(6):1988) |
1000.0 |
|
| 7, Table 2, Sl No 4a (3 Days Compressive strength,72±1 , MPa- IS 4031(6):1988) |
1000.0 |
|
| 7, Table 2, Sl No 3b (Setting time-Final, IS 4031(5):1988) |
250.0 |
|
| 7, Table 2, Sl No 3a (Setting time- Initial IS 4031(5):1988) |
250.0 |
|
| 7, Table 2, Sl No 2b (Soundness-autoclave method IS 4032(3):1988) |
1000.0 |
|
| 7, Table 2, Sl No 2a (Soundness-Lechatlier method IS 4032(3):1988) |
500.0 |
|
| 6, Table 1, Sl No 6 (Alkali content IS 4032:1985) |
2000.0 |
|
| 6, Table 1, Sl No 5 (Chloride content IS 4032:1985) |
800.0 |
|
| 6, Table 1, Sl No 4 (Loss on Ignition IS 4032:1985) |
800.0 |
|
| 6, Table 1, Sl No 3 (Total Sulphur content IS 4032:1985) |
800.0 |
|
| 6, Table 1, Sl No 2 (Magnesia IS 4032:1985) |
800.0 |
|
| 6, Table 1, Sl No 1 (Insoluble residue IS 4032:1985) |
800.0 |
|
|
| 3736 |
National Test House (WR), Mumbai
| IS 1239 : Part 1 (2004) - Steel Tubes, Tubulars and Other Wrought Steel Fittings : Part 1 Steel Tubes (BI-LINGUAL) |
Steel Tubes, Tubulars and Other Wrought Steel Fittings : Part 1 Steel Tubes (BI-LINGUAL) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 14.3 (Flattening Test on tube above 50 mm NB) |
1000.0 |
|
| 14.2 (Bend test on tube (upto and including 50 mm NB)) |
1000.0 |
|
| 8.1 (Mass per meter) |
1000.0 |
|
| 8 (Dimensions) |
1000.0 |
|
| 14.1.1 (% Elongation on gauge length of 5.65 x Sq. root area) |
1000.0 |
|
| 14.1.1(b)(1) (% Elongation) |
1000.0 |
|
| 14.1 (Tensile Strength) |
2000.0 |
|
| 15 (Workmanship) |
500.0 |
|
| 12 (Galvanising (Mass of Zinc Coating)) |
2000.0 |
|
| 7 (Chemical Analysis ( As per Annexure)) |
3000.0 |
|
| 12 (Uniformity of Coating) |
500.0 |
|
|
| 3737 |
National Test House (NR), Ghaziabad
| IS 16227 : Part 1 (2016) - Instrument transformers: Part 1 general requirements |
Instrument transformers: Part 1 general requirements |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7.2.3.2 (Multi chopped (100) Lightning Impulse Voltage Test (CT / PT ) 220 KV Class) |
150000.0 |
|
| 7.2.3.2 (Multi chopped (100) Lightning Impulse Voltage Test (CT / PT ) 132 KV Class) |
100000.0 |
|
|
| 3738 |
National Test House (NR), Ghaziabad
| IS 1489 (Part 1) (2015) - Portland pozzolana cement - Specification: Part 1 fly Ash Based |
Portland pozzolana cement - Specification: Part 1 fly Ash Based |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7, Table 2, Sl No 1 (Fineness IS 4031(2):1999) |
1000.0 |
|
| 7, Table 2, Sl No 6 (Drying Shrinkage IS 4031(10):1988) |
1000.0 |
|
| 7, Table 2, Sl No 4c (28 Days Compressive strength, IS 4031(6):1988) |
1000.0 |
|
| 7, Table 2, Sl No 4b (7 Days Compressive strength, IS 4031(6):1988) |
1000.0 |
|
| 7, Table 2, Sl No 4a (3 Days Compressive strength, IS 4031(6):1988) |
1000.0 |
|
| 7, Table 2, Sl No 3b (Setting time-Final IS 4031(5):1988) |
250.0 |
|
| 7, Table 2, Sl No 3a (Setting time-Initial IS 4031(5):1988) |
250.0 |
|
| 7, Table 2, Sl No 2b (Soundness-autoclave method IS 4031(3):1988) |
1000.0 |
|
| 7, Table 2, Sl No 2a (Soundness-Lechatlier method IS 4031(3):1988) |
500.0 |
|
| 6, Table 1, Sl No 6 (Alkali content IS 4032:1985) |
2000.0 |
|
| 6, Table 1, Sl No 5 (Chloride content, IS 4032:1985) |
800.0 |
|
| 6, Table 1, Sl No 4 (Loss on ignition IS 4032:1985) |
800.0 |
|
| 6, Table 1, Sl No 3 (Total Sulphur content IS 4032:1985) |
800.0 |
|
| 6, Table 1, Sl No 2 (Magnesia IS 4032:1985) |
600.0 |
|
| 6, Table 1, Sl No 1 (Insoluble residue, IS 4032:1985) |
600.0 |
|
| 13 (Consistency of Cement) |
500.0 |
|
|
| 3739 |
National Test House (NR), Ghaziabad
| IS 15658 (2021) - Concrete Paving Blocks - Specification ( First Revision ) |
Concrete Paving Blocks - Specification ( First Revision ) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7.3, Table 3, Sl No (iii) (Abrasion Resistance-(Wet condition)-IS 15658:2021, Annex E) |
4000.0 |
|
| 7.3, Table 3, Sl No (iii) (Abrasion Resistance-(Dry condition)-IS 15658:2021, Annex E) |
4000.0 |
|
| 7.3, Table 3, Sl No (iv) (Tensile Splitting Strength-IS 15658:2021, Annex F) |
4000.0 |
|
| 7.3, , Table 3, Sl No (v) (Flexural strength-IS 15658:2021, Annex G) |
4000.0 |
|
| 7.3, Table 3, Sl No (i) (Water Absorption-IS 15658:2021, Annex C) |
1000.0 |
|
| 7.3, Table 3, Sl No (ii) (Compressive Strength-IS 15658:2021, Annex D) |
4000.0 |
|
| 7.1 (General quality & Finish-IS 15658:2021) |
1000.0 |
|
| 7.2, Table2 (Dimensions & Tolerances-IS 15658:2021, Annex B) |
3000.0 |
|
| 3.2 (Thickness (Average Value), mm) |
1000.0 |
|
|
| 3740 |
National Test House (NR), Ghaziabad
| IS 516 : Part 4 (2018) - Hardened Concrete -Methods of Test -Part 4, Sampling, Preparing and Testing of Concrete Cores ( First Revision ) ( IS 516 :(Part 4):2018) |
Hardened Concrete -Methods of Test -Part 4, Sampling, Preparing and Testing of Concrete Cores ( First Revision ) ( IS 516 :(Part 4):2018) |
- View breakup
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 8 (Equivalent Cube Strength of core samples with preparation, N/mm^2) |
5000.0 |
|
|
| 3741 |
National Test House (SR), Chennai
| IS 16540 (2017) - Atactic polypropylene (APP) 3 high molecular high density polyethylene (HMHDPE) bituminous waterproofing and damp - Proofing membrane - Specification |
Atactic polypropylene (APP) 3 high molecular high density polyethylene (HMHDPE) bituminous waterproofing and damp - Proofing membrane - Specification |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6 (Water absorption (Finished-Plain&Aluminium)) |
2000.0 |
|
| 6 (Heat Resistance(Finished-Plain&Aluminium)) |
2000.0 |
|
| 6 (Tear Strength, Transverse(Finished-Plain&Aluminium)) |
2000.0 |
|
| 6 (Tear Strength, Longitudinal) |
2000.0 |
|
| 6 (Thickness(Finished-Plain&Aluminium)) |
2000.0 |
|
|
| 3742 |
National Test House (ER), Kolkata
| IS-9537(Part-II)-1981 Reaff. 2017 - Conduits for Electrical Installations- Rigid Steel Conduits |
Conduits for Electrical Installations- Rigid Steel Conduits |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5 (Classification) |
2000.0 |
|
| 6 (Marking) |
1000.0 |
|
| 7 (Dimensions) |
2000.0 |
|
| 9.2 (As per Specification) |
5000.0 |
|
| 9.3 (Compression Test as specification) |
5000.0 |
|
| 8 (Smoothness of inside and outside surface of Conduit) |
3000.0 |
|
|
| 3743 |
National Test House (NR), Ghaziabad
| IS 13801 (2013) - Chequered Cement Concrete Tiles - |
Chequered Cement Concrete Tiles - |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 12.6 (Resistance to wear) |
2000.0 |
|
| 12.5 (Wet transverse strength) |
2000.0 |
|
| 12.4 (Water Absorption) |
1000.0 |
|
| 12.3 (Straightness) |
500.0 |
|
| 12.2 (Perpendicularity) |
500.0 |
|
| 12.1 (Flatness) |
500.0 |
|
| 10 (General Quality) |
100.0 |
|
| 8.3 (Thickness of Wearing Layer) |
500.0 |
|
| 7 (Dimension: Thickness) |
1000.0 |
|
| 7.1,Table 1,Column 2 (Dimensions -Length) |
300.0 |
|
|
| 3744 |
National Test House (SR), Chennai
| IS 11087 (1986) - Specification for paper for magnetic ionk character recognition cheque printing (First Revision) |
Specification for paper for magnetic ionk character recognition cheque printing (First Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 3.8 (Watermark) |
1000.0 |
|
| 3.7 (Colour ) |
1000.0 |
|
| 3.6 (Stiffness) |
2000.0 |
|
| 3.6 (Tearing Strength) |
2000.0 |
|
| 3.6 (Wax Pick) |
1000.0 |
|
| 3.6 (Opacity) |
2000.0 |
|
| 3.6 (Porosity (Gurley)) |
2000.0 |
|
| 3.6 (Smoothness (Gurley)) |
2000.0 |
|
| 3.5 (Sizes and tolerance on size) |
1000.0 |
|
| 3.4 (Thickness) |
1000.0 |
|
| 3.3 (Substance) |
1000.0 |
|
| 3.1 (Description (Visual)) |
300.0 |
|
| 3.9 (Chemical Sensitization, Sodium metabisulphite (10%)) |
300.0 |
|
| 3.9 (Chemical Sensitization, Acetone (as such)) |
300.0 |
|
| 3.9 (Chemical Sensitization, Ethyl alcohol (as such)) |
300.0 |
|
| 3.9 (Chemical Sensitization, Chloroform (as such)) |
300.0 |
|
| 3.9 (Chemical Sensitization, Calcium hypochlorite (1%)) |
300.0 |
|
| 3.9 (Chemical Sensitization, Oxalic acid (5%)) |
300.0 |
|
| 3.9 (Chemical Sensitization, Ethylene glycol (as such)) |
300.0 |
|
| 3.9 (Chemical Sensitization, Benzene (as such)) |
300.0 |
|
| 3.9 (Chemical Sensitization, Ammonia (25%)) |
300.0 |
|
| 3.9 (UV light Sensitization, exposure to UV light) |
300.0 |
|
|
| 3745 |
National Test House (NR), Ghaziabad
| IS 4000 (1992) - Code for practice for High strength bolts in steel structures |
Code for practice for High strength bolts in steel structures |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5.4.1 (Slip Factor - Surface Not Treated - consideration of 3 Specimens) |
18000.0 |
|
|
| 3746 |
National Test House (NR), Ghaziabad
| IS 2074 (2015) - Ready Mixed Paint, Air Drying, Red Oxide - Zinc Chrome, Priming - Specification |
Ready Mixed Paint, Air Drying, Red Oxide - Zinc Chrome, Priming - Specification |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5.6, xii (Keeping properties) |
5000.0 |
|
| 5.6,xi (Accelerated storage stability test) |
200.0 |
|
| 5.1.1.a (chromic anhydride) |
1000.0 |
|
| 5.1.1.b (Synthetic red oxides of iron red
oxide (as Fe2O3)) |
1000.0 |
|
| 5.1.a (Pigment, percent by mass) |
1200.0 |
|
| 5.1.1.a (zinc oxide) |
500.0 |
|
| 5.6,vi (Colour) |
50.0 |
|
| 5.6,i. a (Consistency) |
200.0 |
|
| 5.6,iii.a (Drying: Surface dry) |
100.0 |
|
| 5.6,iii.b (Drying: hard dry) |
100.0 |
|
| 5.6,v (Fineness of grind, microns) |
100.0 |
|
| 5.6,vii.b (Flexibility and adhesion: Scratch hardness (load 1000g)) |
100.0 |
|
| 5.6,iv.b (Gloss, 60º) |
100.0 |
|
| 5.6,ii (Mass, kg/10litre) |
200.0 |
|
| 5.6,i. b (Viscosity by Ford cup No. 4 at 27 ± 2°C) |
200.0 |
|
| 5.6,viii (Flash point) |
500.0 |
|
| 5.6,ix (Volume solids) |
200.0 |
|
| 5.6,vii.a (Flexibility and adhesion:Bend test (with 6.25 mm dia mandrel and in type 1 apparatus)) |
100.0 |
|
| 5.6,x.c (Resistance to salt spray) |
500.0 |
|
| 5.6,x.a (Resistance to humidity) |
2500.0 |
|
| 5.5 (Lead Restriction) |
200.0 |
|
|
| 3747 |
National Test House (SR), Chennai
| IS 14887 (2014) - Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packaging of 50 kg food grains – Specification (first revision) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packaging of 50 kg food grains – Specification (first revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 4.1.1 (Ash Content) |
2000.0 |
|
| 4.1.1 (Avg. Breaking Strength and Elongation of fabric after UV exposure) |
2000.0 |
|
| 4.1.1 (Elongation at break of fabric, Widthwise) |
2000.0 |
|
| 4.1.1 (Elongation at break of fabric, Lengthwise) |
2000.0 |
|
| 4.1.1 (Minimum Breaking Strength of bottom seam) |
2000.0 |
|
| 4.1.1 (Avg. Breaking Strength of fabric, Widthwise) |
2000.0 |
|
| 4.1.1 (Avg. Breaking Strength of fabric, Lengthwise) |
2000.0 |
|
| 4.1.1 (Mass of Sack) |
1000.0 |
|
| 4.1.1 (Capacity) |
2000.0 |
|
| 4.1.1 (Picks/dm) |
1000.0 |
|
| 4.1.1 (Ends/dm) |
1000.0 |
|
| 4.1.1 (Dimensions, Inside Width) |
1000.0 |
|
| 4.1.1 (Dimensions, Inside Length) |
1000.0 |
|
| 4.1 (Mass of Bale) |
1000.0 |
|
|
| 3748 |
National Test House (NR), Ghaziabad
| IS 1077 (1992) - Common burnt clay building bricks - Specification (Fifth Revision) |
Common burnt clay building bricks - Specification (Fifth Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7.3 (Efflorescence IS 3495 (Part 3) : 2019) |
1000.0 |
|
| 7.2 (Water Absorption IS 3495 (Part 2) : 2019) |
1000.0 |
|
| 7.1 (Compressive Strength-IS 3495 (Part 1) : 2019) |
2000.0 |
|
| 6 (DIMENSIONS AND TOLERANCES-IS 1077 : 1992) |
500.0 |
|
| 5 (GENERAL QUALITY IS 1077 : 1992) |
500.0 |
|
|
| 3749 |
National Test House (NER), Guwahati
| IS 2185 : Part 3 (1984) - Concrete Masonry Units Part 3 Autoclaved Cellular Aerated Concrete Blocks |
Concrete Masonry Units Part 3 Autoclaved Cellular Aerated Concrete Blocks |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 8.3 (Block Density, kg/m³) |
1000.0 |
|
| 8.4 (Compressive Strength, in N/mm²) |
12000.0 |
|
| 8.6 (Drying Shrinkage, in %) |
1000.0 |
|
| 8.2 (Dimensions (Length, width and thickness)) |
3000.0 |
|
| 8.1 (General ) |
500.0 |
|
|
| 3750 |
National Test House (NER), Guwahati
| IS 10262 (2019) - Concrete Mix Proportioning — Guidelines ( Second Revision ) |
Concrete Mix Proportioning — Guidelines ( Second Revision ) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 4 (Concrete Mix Design (IS 10262:2019)) |
35000.0 |
|
| 1 (Concrete Mix Proportioning — Guidelines (without admixture)) |
30000.0 |
|
|
