| 91 |
Custom-20-ER-LM - Screw Jack/HYDRAULIC JACK |
Screw Jack/HYDRAULIC JACK |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 1 (Load) |
5000.0 |
|
|
| 92 |
IS 6956 : 2001(Reaffirmed 2022) - Cover paper-Specification |
Cover paper-Specification |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| - (Burst Index (KPa.m²/g)) |
1000.0 |
|
| - (pH) |
1000.0 |
|
| - (Tensile Index(Nm/g)- MD) |
1000.0 |
|
| - (Tensile Index(Nm/g)- CD) |
1000.0 |
|
| - (Opacity Percent) |
1000.0 |
|
| - (Brightness) |
2000.0 |
|
| - (One minute Cobb Test (g/m²)) |
2000.0 |
|
| - (Smoothness(Bendtsen)ml./min.) |
2000.0 |
|
| - (Folding Endurance -MD) |
750.0 |
|
| - (Folding Endurance -CD) |
750.0 |
|
| - (Bending Stiffness Index,Nm⁶/Kg3 -MD) |
500.0 |
|
| - (Bending Stiffness Index,Nm⁶/Kg3 -CD) |
500.0 |
|
| - (Wax Pick) |
1000.0 |
|
| - (Grammage (g/m²)) |
1000.0 |
|
|
| 93 |
TI/SPC/OHE/CW/0971 - Hard drawn grooved copper(HDGC) contact Wire for Electrical Traction (Drawn out of continuous Cast copper wire Rod)
. |
Hard drawn grooved copper(HDGC) contact Wire for Electrical Traction (Drawn out of continuous Cast copper wire Rod)
. |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 9.1.5 (Brinell Hardness) |
2000.0 |
|
| 9.1.2 (Dimension) |
2000.0 |
|
| 9.1.3 (Weight) |
1500.0 |
|
| 9.1.6 (Tensile Strength) |
2000.0 |
|
| 9.1.7 (Elongation at Gauge Length 200 mm) |
1000.0 |
|
| 9.1.1 (Visual Examination) |
1000.0 |
|
| 9.1.4 (Resistance/km at 20 Deg. C) |
3000.0 |
|
| 9.1.9 ((Cu+Ag)) |
2000.0 |
|
| 8 (Chemical composition) |
5000.0 |
|
|
| 94 |
ETI/OHE/50(6/97) re-designated to TI/SPC/OHE/CAT(Cu-Cd)/0971 (2021) - Technical Specification for Cadmium Copper Conductors for Over Head Railway Traction. |
Technical Specification for Cadmium Copper Conductors for Over Head Railway Traction. |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 8.3.6 (Tensile Strength) |
19000.0 |
|
| 8.3.8, 4.1.1 Table-2 (Chemical Composition as per clause 8.3.8, 4.1.1 Table-2 of TI/SPC/OHE/CAT(Cu-Cd)/0971 (2021)) |
5000.0 |
|
| 8.3.7 (Wrapping Test on Wire) |
1000.0 |
|
| 8.3.5 (Electrical Resistance of Wire and Stranded Conductor as per clause 8.3.5 of TI/SPC/OHE/CAT(Cu-Cd)/0971 (2021)) |
3000.0 |
|
| 4.14 (Measurement of (Diameter & Weight of individual wires and stranded conductor, Lay length & lay ratio), Tensile Test and Wrapping Test as per TI/SPC/OHE/CAT(Cu-Cd)/0971 (2021).) |
10000.0 |
|
|
| 95 |
Custom-6-NTH-LM - G.I Welded Wire Mesh |
G.I Welded Wire Mesh |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 2 (Tensile Strength of G.I Wire) |
1500.0 |
|
| 1 (Weld Shear Test of Wire Mesh) |
2000.0 |
|
| 5 (Yield Strength of G.I Wire) |
1500.0 |
|
| 15 (Mass of Zinc Coating of Galvanized steel Longitudinal wire) |
2000.0 |
|
| 16 (Mass of Zinc Coating of Galvanized steel Transverse wire) |
2000.0 |
|
| 6 (Dimension) |
4000.0 |
|
| 17 (Carbon) |
500.0 |
|
| 18 (Sulphur) |
500.0 |
|
| 19 (Phopshorus) |
500.0 |
|
| 20 (Manganese) |
500.0 |
|
| 21 (Silicon) |
500.0 |
|
| 3 (Mass of Zinc Coating of G.I Wire) |
2000.0 |
|
| 10 (Bend Test of G.I Wire) |
1000.0 |
|
| 9 (Percentage of Area Reduction of G.I Wire) |
1500.0 |
|
| 7 (Tensile strength of Galvanized steel Longitudinal wire) |
1000.0 |
|
| 11 (Tensile strength of Galvanized steel Transverse wire) |
1000.0 |
|
| 8 (Yield stress of Galvanized steel Longitudinal wire) |
1000.0 |
|
| 12 (Yield stress of Galvanized steel Cross wire) |
1000.0 |
|
| 9 (Percentage of Area Reduction of G.I Wire) |
1500.0 |
|
|
| 96 |
IS 6603 (2024) - Stainless Steel Semi-Finished Products, Bars, Wire Rods and Bright Bars — Specification (2nd Revision) |
Stainless Steel Semi-Finished Products, Bars, Wire Rods and Bright Bars — Specification (2nd Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7 (Chemical Composition-The ladle analysis of steel, when carried out either by the methods specified in relevant parts of IS 228 or any other established international instrumental/chemical method) |
5000.0 |
|
| 9.0 Mechancial Properites (The tensile test ( Tensile Stregth, 0.2% Proof/Yield Stress, % of Elongation ) shall be carried out in accordance with IS 1608 (Part 1)) |
3000.0 |
|
| 9.0 Mechancial Properties (Hardness shall be determined in accordance with IS 1500 (Part 1), IS 1501 (Part 1) or IS 1586
(Part 1).) |
2000.0 |
|
| 9.0 Mechanical Properties (Charpy impact test shall be carried out in accordance with IS 1757 (Part 1).) |
5000.0 |
|
| 12 (Dimesnion Measurment in mm
dimensional tolerances for the bars and flats shall be as laid down in Table 26 to Table 36 given at Annex C of IS 6603) |
1000.0 |
|
| 14 (Corrosion Resistance Test - The material shall be tested for corrosion resistance as per IS 10461 (Part 1) or ISO 3651 (Part 2) or any other method) |
10000.0 |
|
| 6 (Freedom From Defects - Visual Examination as per IS 6603 Cl.6.1 & 6.2) |
1000.0 |
|
|
| 97 |
ASME Section IX (2019) - 2019 Boiler and Pressure Vessel Code |
2019 Boiler and Pressure Vessel Code |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| - (Tensile Strength in Longitudinal direction as per ASTM D 5147) |
2000.0 |
|
|
| 98 |
ASME ASME Section IX (2021) - Preparation of welding procedure specification (WPS) as per ASME Section IX |
Preparation of welding procedure specification (WPS) as per ASME Section IX |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| - (Tensile Strength in Longitudinal direction as per ASTM D 5147) |
2000.0 |
|
| 8 (Chemical composition) |
5000.0 |
|
|
| 99 |
IS 17545:2021 - WHITE CEMENT BASED POLYMERIC PUTTY |
WHITE CEMENT BASED POLYMERIC PUTTY |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 4.5, Table 1, (iv) (Polymer content(based on loss on ignition)-Annex E) |
1000.0 |
|
| 4.5, Table 1, (vi) (Cement content-Annex B of IS 5410) |
1000.0 |
|
| 4.4 (Lead Restriction-ASTM D3335-85a.) |
1000.0 |
|
| 4.1 (Form and Condition) |
500.0 |
|
| 4.3 (Consistency) |
500.0 |
|
| 4.5 Table, 1, (i) (Average Tensile adhesion strength@ 14days-Annex B) |
2000.0 |
|
| 4.5, Table 1, (ii) (Water retentivity-Annex C) |
1000.0 |
|
| 4.5, Table 1, (iii) (Initial Setting time-Annex D) |
250.0 |
|
| 4.5, Table 1, (v) (Degree of whiteness-Annex B of IS 8042) |
2000.0 |
|
| 4.6 Table 2 (28 days Compressive strength-IS 4031(6)) |
1000.0 |
|
| 4.5, Table 1, (iii) (Final Setting time-Annex D) |
250.0 |
|
|
| 100 |
IS 9417 (2018) - Welding of high strength steel bars for reinforced concrete construction - Recommendations (Second Revision) |
Welding of high strength steel bars for reinforced concrete construction - Recommendations (Second Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 13.1.1 (Tensile Test) |
3000.0 |
|
| 13.1.2 (Mechanical Bend Test) |
1000.0 |
|
|
| 101 |
IS 13620 (1993) - Fusion Bonded Epoxy Coated Reinforcing Bars - |
Fusion Bonded Epoxy Coated Reinforcing Bars - |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7.1 (Coating Thickness) |
1500.0 |
|
| 8 (Chemical composition) |
5000.0 |
|
|
| 102 |
CUS/SR/NDT/CUSTOM/001 (2024) - Welding wire |
Welding wire |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 1.0 (Size of Wire) |
1000.0 |
|
| 2.0 (Type of Wire) |
2000.0 |
|
| 8 (Chemical composition) |
5000.0 |
|
|
| 103 |
Custom-7-ER-LM - Galvanized Steel Rope Net Wire |
Galvanized Steel Rope Net Wire |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7 (Tensile Strength of Element wire) |
3000.0 |
|
| 1 (Breaking Force of Rope) |
3000.0 |
|
| 8 (Chemical composition) |
5000.0 |
|
|
| 104 |
ILC Of paper - Customized Specification for the ILC of paper |
Customized Specification for the ILC of paper |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
No Record Found
|
|
| 105 |
IS 8662 (2004) - Enamel, synthetic exterior: (A) undercoating (B) finishing, for railway coaches - Specification (Second Revision) |
Enamel, synthetic exterior: (A) undercoating (B) finishing, for railway coaches - Specification (Second Revision) |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6.6.xi.a (Volume solids) |
3000.0 |
|
| CLAUSE-4.5.2,Table-1 (Dry Film Thickness(DFT)) |
1500.0 |
|
| 6.7 (Pigment content) |
1000.0 |
|
| 6.6.iii.a (Drying time Surface Dry) |
1200.0 |
|
| 6.6.iii.b (Drying time Hard Dry) |
1200.0 |
|
| 6.6.iii.d (Drying time Tack Free) |
1200.0 |
|
| 6.6.iii.c (Hard dry at 70 DegC
with 15 min flash-
off time) |
1200.0 |
|
| 6.6.ii (Mass, in kg/101itres) |
1500.0 |
|
| 6.6.viii (Scratch hardness after 48 h air
drying (1 000 g weight)) |
1500.0 |
|
| Cl.6.8 Table 2 (Test Result, General parameters only- (Please see Annexure)) |
10000.0 |
|
|
| 106 |
IS 1367 : Part 3 (2017) - Technical Supply Conditions for Threaded Steel Fasteners Part 3 Mechanical Properties of Fasteners Made of Carbon Steel and Bolts, Screws and Studs |
Technical Supply Conditions for Threaded Steel Fasteners Part 3 Mechanical Properties of Fasteners Made of Carbon Steel and Bolts, Screws and Studs |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6 (Chemical Composition, % by mass) |
2500.0 |
|
| 7 (Mechanical and physical properties (Hardness,Rockwell C scale)) |
2000.0 |
|
| 7 (Mechanical and physical properties (Proof load test)) |
2000.0 |
|
| 7 (Mechanical and physical properties (ultimate tensile load)) |
3000.0 |
|
| 2 (Dimensions) |
1000.0 |
|
| 9.1.4 (Wedge Load test as per IS 1367 Part 3) |
3000.0 |
|
|
| 107 |
IS 3757 (1985) - Specification for high strength structural bolts (Second Revision) |
Specification for high strength structural bolts (Second Revision) |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 2 (Dimension (Length of bolt)) |
200.0 |
|
| 2 (Dimension (Shank Diameter)) |
200.0 |
|
| 2 (Dimension (Width across the flat)) |
400.0 |
|
| 2 (Dimension (Width across the edge)) |
400.0 |
|
| 2 (Dimension (Height of the head)) |
400.0 |
|
| 4 (Mechanical Properties(Tensile Strength) as per IS 1367(Part-3):2017 Clause No.- 7) |
3000.0 |
|
| 4 (Mechanical Properties(Proof Load Test) as per IS 1367(Part-3):2017 Clause No.- 7) |
2000.0 |
|
| 4 (Mechanical Properties(Ultimate Tensile Load) as per IS 1367(Part-3):2017 Clause No.- 7) |
2000.0 |
|
| 4 (Mechanical Properties(Vickers Hardness ) as per IS 1367(Part-3):2017 Clause No.- 7) |
2000.0 |
|
| 4 (Mechanical Properties( Rockwell Hardness Scale- C) as per IS 1367(Part-3):2017 Clause No.- 7) |
2000.0 |
|
| 4 (Carbon) |
500.0 |
|
| 4 (Sulfur) |
500.0 |
|
| 4 (Phosphorus) |
500.0 |
|
| 4 (Boron) |
500.0 |
|
|
| 108 |
IS 6162 (Part-1):1971,Reaffirmed 2018 - Specification for Paper-Covered Aluminium Conductors |
Specification for Paper-Covered Aluminium Conductors |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| Tests (i)Measurement of diameter of conductor,
ii)Measurement of overall diameter,
iii) Measurement of increase in diameter due to covering.) |
3000.0 |
|
| 4.4 (Tensile Strength) |
1500.0 |
|
| 4.4 (% Elongation) |
1500.0 |
|
| 4.5 (Wrapping Test) |
2000.0 |
|
| 4.1.1.1 (Resistance) |
2000.0 |
|
|
| 109 |
IS 10500: 2012 - Drinking water |
Drinking water |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 1 (Fluoride) |
500.0 |
|
| 2 (pH Value) |
200.0 |
|
| 3 (Chloride) |
300.0 |
|
| 4 (Total Dissolved Solids) |
300.0 |
|
| 5 (Turbidity) |
200.0 |
|
| 6 (Calcium) |
500.0 |
|
| 7 (Magnesium) |
500.0 |
|
| 8 (Sulphate) |
400.0 |
|
| 9 (Nitrate) |
400.0 |
|
| 10 (Total Hardness) |
300.0 |
|
| 11 (Total Alkalinity) |
400.0 |
|
| 12 (E. Coli) |
500.0 |
|
| 13 (Total Coliform) |
500.0 |
|
|
| 110 |
13778 (2012) - WINDING WIRES |
WINDING WIRES |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| PART 2 (Determination of Dimensions) |
2000.0 |
|
| PART 3 (Mechanical Properties) |
3000.0 |
|
| PART 5 (Electrical Properties-Electrical Resistance) |
5000.0 |
|
|
| 111 |
Custom Specification-NWR - Hardened Concrete |
Hardened Concrete |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 1 (Cement Content) |
2500.0 |
|
| 2 (Silt Content) |
1000.0 |
|
| 3 (pH Value) |
500.0 |
|
| 4 (Alkali Aggregate Reactivity) |
1000.0 |
|
|
| 112 |
IS 278 (2009) - Galvanized steel barbed wire for fencing - Specification (Fourth Revision) |
Galvanized steel barbed wire for fencing - Specification (Fourth Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 12.1 (Breaking Load of Completed Barbed Wire) |
1000.0 |
|
| 12.1 (Tensile Strength of Line Wire) |
1000.0 |
|
| 12.3 (Ductility) |
1000.0 |
|
| 12.2.1 (Zinc Coating of Line wire) |
2000.0 |
|
| 5 (Dimension/ Sizes) |
1000.0 |
|
| 9 (Freedom from Defects) |
500.0 |
|
| 12.2.2 (Zinc Coating of Point wire) |
2000.0 |
|
|
| 113 |
IS 2141 (2000) - Hot dip galvanized stay strand - Specification (Fourth Revision) |
Hot dip galvanized stay strand - Specification (Fourth Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 4 (Sulphur) |
500.0 |
|
| 4 (Phosphorus) |
500.0 |
|
| 6.2 (Breaking Force of Single Wire) |
2000.0 |
|
| 7 (Freedom from defect) |
1000.0 |
|
| 8.1 (Wrapping Test of wire) |
1000.0 |
|
| 9.1 (Breaking Force of Strand) |
3000.0 |
|
| 9.1 (Elongation of Strand) |
1000.0 |
|
| 8.1 (Wire Diameter) |
1000.0 |
|
| 9.2 (Mass of Zinc Coating) |
2000.0 |
|
|
| 114 |
Custom specification (NWR)-Misc. - Custom specification (NWR)-Misc. |
Custom specification (NWR)-Misc. |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 1 (Electrical Conductivity (EC)) |
500.0 |
|
| 2 (pH) |
500.0 |
|
| 4 (Total Dissolved Solids (TDS)) |
500.0 |
|
| 3 (Coliform) |
1000.0 |
|
| 5 (Test Result) |
3000.0 |
|
| 0 (Mechanical Tests) |
5000.0 |
|
| 0 (Canteen Sample Pressure Cooker Test) |
14000.0 |
|
| 0 (Chemical Composition (C,S,P, Si,Mn,Al,Cr,Ni,Mo)) |
5000.0 |
|
| 8 (Chemical composition) |
5000.0 |
|
| 0 (Technical Data Specification for CSD Samples) |
10000.0 |
|
| 0 (Technical Data Specification for CSD Samples) |
12000.0 |
|
| 0 (Technical Data Specification for CSD Samples) |
17000.0 |
|
| 3.1 (Total Incidental Elements (Mo+V+Al+Nb) (% by mass)) |
- |
|
|
| 115 |
IS 14268 (2022) - Uncoated stress relieved low relaxation seven - Wire (Ply) strand for prestressed concrete - Specification (First Revision) |
Uncoated stress relieved low relaxation seven - Wire (Ply) strand for prestressed concrete - Specification (First Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6.1 (Nominal Mass of strand - IS 14268: 2022.) |
1500.0 |
|
| 6.1 (Nominal Diameter of strand- IS 14268: 2022.) |
1000.0 |
|
| 6.2 (Length of lay of Strand- IS 14268: 2022.) |
1000.0 |
|
| 4.2 (Centre wire shall have 1.5% greater in diameter than the surrounding wires - IS 14268: 2022.) |
1000.0 |
|
| Table 2 (Cl 6.2.1, Cl 6.2.2, Cl 6.3) (0.2% Proof Load, Breaking Strength of Strand, Total Elongation.) |
3000.0 |
|
| 6.2.3 (Total Elongation under Load on gauge length of 600 mm- IS 14268: 2022.) |
1000.0 |
|
| 6.2.2 (Breaking Load of Strand- IS 1608 (Part 1): 2022/ IS 14268: 2022.) |
1000.0 |
|
| 6.2.2 (0.2% Proof Load of Strand - IS 1608 (Part 1): 2022/ IS 14268: 2022.) |
1000.0 |
|
| 6.3 (Tensile Strength of Strand- IS 1608 (Part 1): 2022/ IS 14268: 2022, MPa.) |
1000.0 |
|
| 4.1.2 (Chemical composition (Annexure for NABL parameters)) |
3500.0 |
|
| 4.1.2 (Sulphur+Phosphorus (As per IS 7904:2018)) |
500.0 |
|
| 4.5 (Visual observation) |
1000.0 |
|
|
| 116 |
CUS/SR/MECH-2 - Shear plate |
Shear plate |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 8 (Chemical composition) |
5000.0 |
|
| 1.0 (Breaking load) |
3000.0 |
|
|
| 117 |
Manufacture/Customer Specification - Test as per Manufacturer/Customer Specification |
Test as per Manufacturer/Customer Specification |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 45 (Verification of Desktop Computer as per Manufacturer Technical Specification) |
5000.0 |
|
| 46 (Tests as per Manufacturer Technical Specification) |
10000.0 |
|
| 11 (Marking of Sample) |
1.0 |
|
| Verification of CPU as per Manufacturer Technical Specification (Verification of CPU as per Manufacturer Technical Specification) |
8000.0 |
|
|
| 118 |
IS 383 (2016) & CPWD Vol. I Specifications - Specification for Coarse & Fine Aggregate |
Specification for Coarse & Fine Aggregate |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| CPWD Specs (Silt Content) |
1000.0 |
|
| 6.3 (Sieve Analysis) |
2000.0 |
|
|
| 119 |
IS 398 : Part 4 (1994) - Aluminium conductors for overhead transmission purposes: Part 4 aluminium alloy stranded conductors (Aluminium - Magnesium - Silicon Type) - Specification (Third Revision) |
Aluminium conductors for overhead transmission purposes: Part 4 aluminium alloy stranded conductors (Aluminium - Magnesium - Silicon Type) - Specification (Third Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 8 (Chemical composition) |
5000.0 |
|
| 12.4 (Resistance test of Aluminium Alloy wire(7 wire construction)) |
1000.0 |
|
| 9.2(2) (Measurement of lay ratio - Outer layer(19 wire construction)) |
1000.0 |
|
| 1 () |
- |
|
|
| 120 |
IS 398 Part 2 (2025) - ALUMINIUM CONDUCTORS FOR OVERHEAD TRANSMISSION PURPOSES |
ALUMINIUM CONDUCTORS FOR OVERHEAD TRANSMISSION PURPOSES |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
No Record Found
|
|