| 3601 |
National Test House (NWR), Jaipur
| IS 456-II (2000) - Plain and Reinforced Concrete - CONCRETE CHEMICAL [Custom] |
Plain and Reinforced Concrete - CONCRETE CHEMICAL |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5.4.1.2 (Compressive strength of water sample) |
4000.0 |
|
| 5.4.1.3 (Setting time of water sample) |
2000.0 |
|
|
| 3602 |
National Test House (ER), Kolkata
| IS 16014 (2024) - Mechanically woven, double - Twisted, hexagonal wire mesh gabions, revet mattresses, rock fall netting and other products for civil engineering purposes (Galvanized Steel Wire Or Galvanized Steel Wire With Polymer Coating) - Specification (First Revision) |
Mechanically woven, double - Twisted, hexagonal wire mesh gabions, revet mattresses, rock fall netting and other products for civil engineering purposes (Galvanized Steel Wire Or Galvanized Steel Wire With Polymer Coating) - Specification (First Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6.1 (Tensile Strength of Mesh Wire(Steel)) |
2000.0 |
|
| 6.1 (Elongation of Mesh Wire) |
1000.0 |
|
| 8 (Diameter of Mesh Wire without Polymer Coating) |
1000.0 |
|
| 7.1 (Mass of Zinc/Zinc Alloy Coating of Mesh Wire) |
2000.0 |
|
| 7.2 (Specific Gravity of Polymer Coating Material of Mesh Wire) |
1000.0 |
|
| 7.2 (Tensile Strength of Polymer Coating Material of Mesh Wire) |
1000.0 |
|
| 7.2 (Hardness of Polymer Coating Material of Mesh Wire) |
1000.0 |
|
| 8 (Diameter of Mesh Wire without Polymer Coating) |
1000.0 |
|
| 8 (Mesh Size) |
1000.0 |
|
| 8 (Thickness of Polymer Coating of Mesh Wire) |
1000.0 |
|
| 8 (Mesh Size) |
1000.0 |
|
| 8 (Diameter of Edge/Selvedge Wire without Polymer Coating) |
1000.0 |
|
| 8 (Diameter of Lacing Wire without Polymer Coating) |
500.0 |
|
| 8 (Diameter of Mesh Wire with Polymer Coating) |
500.0 |
|
| 8 (Size of Gabion Box/ Revet Mattress/ Reinforced Soil Structure (L x W x H)) |
1000.0 |
|
| 8 (Size of Sack Gabion (L x D)) |
1000.0 |
|
| 8 (Size of Rockfall Netting (L x W)) |
1000.0 |
|
| 6.1 (Tensile Strength of Edge/Selvedge Wire (steel)) |
2000.0 |
|
| 6.1 (Tensile Strength of Lacing Wire(steel)) |
2000.0 |
|
| 6.1 (Elongation of Edge/Selvedge Wire) |
1000.0 |
|
| 6.1 (Elongation of Lacing Wire) |
1000.0 |
|
| 7.1 (Mass of Zinc/Zinc Alloy Coating of Edge/Selvedge Wire) |
2000.0 |
|
| 7.1 (Mass of Zinc/Zinc Alloy Coating of Lacing Wire) |
2000.0 |
|
| 7.2 (Hardness of Polymer Coating Material of Edge/Selvedge Wire) |
1000.0 |
|
| 7.2 (Tensile Strength of Polymer Coating Material of Edge/Selvedge Wire) |
1000.0 |
|
| 7.2 (Tensile Strength of Polymer Coating Material of Lacing Wire) |
1000.0 |
|
| 7.2 (Specific Gravity of Polymer Coating Material of Edge/Selvedge Wire) |
1000.0 |
|
| 7.2 (Specific Gravity of Polymer Coating Material of Lacing Wire) |
1000.0 |
|
| 8 (Thickness of Polymer Coating of Edge/Selvedge Wire) |
1000.0 |
|
| 8 (Thickness of Polymer Coating of Lacing Wire) |
1000.0 |
|
| 8 (Diameter of Edge/Selvedge Wire with Polymer Coating) |
1000.0 |
|
| 7.2 (Hardness of Polymer Coating Material of Lacing Wire) |
1000.0 |
|
|
| 3603 |
National Test House (ER), Kolkata
| LP -01 (Emergency Light) - Testing of LED Emergency Light |
Testing of LED Emergency Light |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 1 (Total Luminous Flux (lm)) |
5000.0 |
|
|
| 3604 |
National Test House (WR), Mumbai
| IS 3099 : Part 1 AND 2 (1992) - Microscopes - Slips and slidesspecification: Part 1 microscope slips: Part 2 microscope slides (First Revision) |
Microscopes - Slips and slidesspecification: Part 1 microscope slips: Part 2 microscope slides (First Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 8 (Marking) |
200.0 |
|
| 7 (Packaging) |
200.0 |
|
| 6 (sampling) |
200.0 |
|
| 5.2 (Edge Quality) |
200.0 |
|
| 5.1 (Surface Finish) |
200.0 |
|
| 4 (Visible Seed) |
500.0 |
|
| 3.1 (Thickness ) |
500.0 |
|
| 3 ( Width) |
500.0 |
|
| 3 (Length) |
500.0 |
|
| 2.1 (Refractive Index) |
1000.0 |
|
|
| 3605 |
National Test House (WR), Mumbai
| IS 5523 (1983) - Methods of testing anodic coatings on aluminium and its alloys (First Revision) |
Methods of testing anodic coatings on aluminium and its alloys (First Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| IS 5523 (Coating thickness) |
2000.0 |
|
|
| 3606 |
National Test House (WR), Mumbai
| IS 7318 : Part 1 (1974) - Approval test for welders when welding procedure approval is not required: Part 1 fusion welding of steel |
Approval test for welders when welding procedure approval is not required: Part 1 fusion welding of steel |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| NA (Radiography examination) |
1000.0 |
|
|
| 3607 |
National Test House (WR), Mumbai
| IS 2830 (2012) - Carbon steel cast billet ingots, billets, blooms and slabs for re-rolling into steel for general structural purposes - Specification (Third Revision) |
Carbon steel cast billet ingots, billets, blooms and slabs for re-rolling into steel for general structural purposes - Specification (Third Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 10.1(b) (Sulphur print test) |
3500.0 |
|
|
| 3608 |
National Test House (SR), Chennai
| IS 15997 (2012) - Low nickel austenitic stainless steel sheet and strip for utensils and kitchen appliances - Specification |
Low nickel austenitic stainless steel sheet and strip for utensils and kitchen appliances - Specification |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
No Record Found
|
|
| 3609 |
National Test House (SR), Chennai
| IS 7491 (1989) - Sewing machines, household accuracy requirements (First Revision) |
Sewing machines, household accuracy requirements (First Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 2.1, Sl. No. 1 (Feed dog: Height of feed dog teeth from needle plate) |
500.0 |
|
| 2.1, Sl. No. 2 (Shuttle and shuttle driver: Clearance between heel of shuttle and corresponding tip of shuttle driver) |
500.0 |
|
| 2.1, Sl. No. 3 (Presser foot: Gap between presser foot & needle plate) |
500.0 |
|
| 2.2, Sl. No. 1 (Needle bar (Needle bar at lower most position)
In the direction of motion, mm.
At right angle to the direction of motion, mm.
(i) fig. 4B
(ii) fig. 4C) |
500.0 |
|
| 2.2, Sl. No. 2 (Thread take up lever
In the direction of motion, mm.
(i) Thread take up lever at top position.
(ii) Thread take up lever at intermediate position.
(iii) Thread take up lever at bottom position, mm.
(iv) At right angle to direction of motion, mm.) |
500.0 |
|
| 2.2, Sl. No. 3 (Shuttle (Along the axis of pin)
a) Tip of pin at needle bar positions:
(i) Topmost position, mm.
(ii) Bottommost position, mm.
b) Difference between two indicator readings when needle bar is at its highest and lowest position, mm.) |
500.0 |
|
| 2.2, Sl. No. 4 (Arm shaft (At different fly wheel positions)) |
500.0 |
|
| 2.2, Sl. No. 5 (Eccentricity of Fly wheel in the radial direction) |
500.0 |
|
| 2.2, Sl. No. 6 (Feed Section (At its highest position above needle plate)) |
500.0 |
|
|
| 3610 |
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
|
|
| 3611 |
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 |
|
|
| 3612 |
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 |
|
|
| 3613 |
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 |
|
|
| 3614 |
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 |
|
|
| 3615 |
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 |
|
|
| 3616 |
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 |
|
|
| 3617 |
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 |
|
|
| 3618 |
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 |
|
|
| 3619 |
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 |
|
|
| 3620 |
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 |
|
|
| 3621 |
National Test House (NR), Ghaziabad
| 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 (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 |
|
|
| 3622 |
National Test House (NR), Ghaziabad
| IS 1237 (2012) - Cement Concrete Flooring Tiles - Specification |
Cement Concrete Flooring Tiles - Specification |
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| 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 |
|
|
| 3623 |
National Test House (NR), Ghaziabad
| IS 10262 (2019) - Concrete Mix Proportioning — Guidelines ( Second Revision ) |
Concrete Mix Proportioning — Guidelines ( Second Revision ) |
- View breakup
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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 |
|
|
| 3624 |
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
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| 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 |
|
|
| 3625 |
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) |
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| 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 |
|
|
| 3626 |
National Test House (NR), Ghaziabad
| IS 16227 : Part 1 (2016) - Instrument transformers: Part 1 general requirements |
Instrument transformers: Part 1 general requirements |
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| 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 |
|
|
| 3627 |
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
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| 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 |
|
|
| 3628 |
National Test House (NR), Ghaziabad
| IS 15658 (2021) - Concrete Paving Blocks - Specification ( First Revision ) |
Concrete Paving Blocks - Specification ( First Revision ) |
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| 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 |
|
|
| 3629 |
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 |
|
|
| 3630 |
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 |
- View breakup
-
| 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 |
|
|
