| 1141 |
FCO -1985 (1985) - The Fertiliser (Control) Order 1985 (as amended upto Nov 2023) |
The Fertiliser (Control) Order 1985 (as amended upto Nov 2023) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| Schedule I Part A (Water soluble phosphates (as P2O5)) |
1000.0 |
|
| Schedule I Part A (Water soluble potash (as K2O)) |
1000.0 |
|
| Schedule I Part A (Water soluble Zinc (as Zn EDTA)) |
1000.0 |
|
| Schedule I Part A (Water soluble potash (as K2O)) |
1000.0 |
|
| Schedule I Part A (Water soluble phosphate (as P2O5)) |
1000.0 |
|
| Schedule I Part A (Ammoniacal nitrogen) |
1000.0 |
|
| Schedule I Part A (Nitrate nitrogen) |
1000.0 |
|
| Schedule I Part A (Total nitrogen) |
1000.0 |
|
| Schedule I Part A (Moisture) |
1000.0 |
|
| Schedule I Part A (Matter insoluble in water) |
1000.0 |
|
| Schedule I Part A (Sulphur (as S)) |
1000.0 |
|
| Schedule I Part A (Water soluble potash (as K2O)) |
1000.0 |
|
| Schedule I Part A (Water soluble phosphates (as P2O5)) |
1000.0 |
|
| Schedule I Part A (Urea nitrogen) |
1000.0 |
|
| Schedule I Part A (Sodium as NaCl) |
1000.0 |
|
| Schedule I Part A (Sodium (as NaCl) on dry basis) |
1000.0 |
|
| Schedule I Part A (Magnesium as MgO) |
1000.0 |
|
| Schedule I Part A (Total chloride (as Cl)(on dry basis)) |
1000.0 |
|
| Schedule I Part A (Water soluble calcium (as Ca)) |
1000.0 |
|
| Schedule I Part A (Particle size – Not less than 90 per cent of the material shall pass through 4 mm IS sieve and retained on 1mm IS sieve. Not more than 5 per cent shall be below 1 mm IS sieve.) |
1000.0 |
|
| Schedule I Part A (Zinc (as Zn)) |
1000.0 |
|
| Schedule I Part A (Neutral ammonium citrate soluble phosphate (as P2O5) ) |
1000.0 |
|
| Schedule I Part A (Boron (as B)) |
1000.0 |
|
| Schedule I Part A (Water soluble calcium as) |
1000.0 |
|
| Schedule I Part A (Copper (as Cu)) |
1000.0 |
|
| Schedule I Part A (Cadmium (as Cd)) |
1000.0 |
|
| Schedule I Part A (Arsenic (as As)) |
1000.0 |
|
| Schedule I Part A (Biuret) |
1000.0 |
|
| Schedule I Part A (Zinc (as Zn)) |
1000.0 |
|
| Schedule I Part A (Specific gravity (kg/l)) |
1000.0 |
|
| Schedule I Part A (Lead (as Pb)) |
1000.0 |
|
| Schedule I Part A (Free flowing form) |
1000.0 |
|
| Schedule I Part A (Ortho Silicic [Si(OH)4], Plant available Silicon (Si) equivalent) |
1200.0 |
|
| Schedule I Part A (pH) |
1000.0 |
|
| Schedule I Part A (Poly-phosphate (as P2O5)) |
1000.0 |
|
| Schedule I Part A (Acid insoluble matter) |
1000.0 |
|
| Schedule I Part A (Elemental sulphur (as S)) |
1000.0 |
|
| Schedule I Part A (Total sulphur (as S)) |
1000.0 |
|
| Schedule I Part A (Free Phosphoric Acid percent by weight ) |
1000.0 |
|
| Schedule I Part A (2 per cent citric acid soluble phosphates (as P2O5) (on dry basis)) |
1000.0 |
|
| Schedule I Part A (Neem oil content soluble in Benzene,) |
1000.0 |
|
| Schedule I Part A (Total Nitrogen (ammoniacal and urea) percent by weight) |
1500.0 |
|
| Schedule I Part A (Total Nitrogen (ammoniacal and nitrate)) |
1000.0 |
|
| Schedule I Part A (Nitrogen in the form of urea) |
1000.0 |
|
| Schedule I Part A (Magnesium (as Mg)) |
1000.0 |
|
| Schedule I Part A (Iron (as Fe)) |
1000.0 |
|
| Schedule I Part A (pH (5% solution)) |
1000.0 |
|
| Schedule I Part A (Iron content (expressed as Fe) in the form of Fe-EDTA) |
1000.0 |
|
| Schedule I Part A (Appearance – Free flowing crystalline or powder or Tablet) |
1000.0 |
|
| Schedule I Part A (Molybdenum (as Mo)) |
1000.0 |
|
| Schedule I Part A (Chloride other than ammonium chloride (as NaCI) (on dry basis)) |
1000.0 |
|
| Schedule I Part A (Sulphate Sulphur percent by weight) |
1000.0 |
|
| Schedule I Part A (Free acid (as H2SO4)) |
1000.0 |
|
| Schedule I Part A (Free acidity (as H2SO4)(0.04 for material obtained from by-product ammonia and by-product gypsum)) |
1000.0 |
|
| Schedule I Part A (Neutral ammonium citrate soluble phosphate (as P2O5)) |
1000.0 |
|
| 1(C)6 (Water soluble Calcium (as CaO)) |
1000.0 |
|
| 1(C)6 (Water soluble Magnesium (as MgO)) |
1000.0 |
|
| Schedule I Part A (Total phosphate (as P2O5)) |
1000.0 |
|
| Schedule I Part A (Sulphur (as S)) |
1000.0 |
|
| Schedule I Part A (Zinc (as Zn) percent by weight) |
1000.0 |
|
| Schedule I Part A (Boron (as B)) |
1000.0 |
|
| Schedule I Part A (Zinc content (Expressed as Zn) in the form of Zn-EDTA) |
1000.0 |
|
| Schedule I Part A (Iron content (expressed as Fe) in the form of Fe-EDTA) |
1000.0 |
|
| Schedule I Part A (Arsenic as (As2O3)) |
1000.0 |
|
| Schedule I Part A (Magnesium (as MgCl2)) |
1000.0 |
|
| 20.1 (Zn as Zn HEDP) |
1000.0 |
|
| 20.2 (Calcium Sulphate Dihydrate) |
1000.0 |
|
| 1 (Total Viable spores/count per gram of product) |
1000.0 |
|
| 1 (Physical particle size (as per TEM analysis) nm) |
1000.0 |
|
| 1 (Hydrodynamic particle size (as per DLS analysis), nm) |
1000.0 |
|
| 1 (Zeta Potential in mV (+/- scale)) |
1000.0 |
|
| 1 (Carbon (% by mass)) |
1000.0 |
|
| 1 (Carbon : Nitrogen ratio) |
1000.0 |
|
| 9 (Bulk density) |
1200.0 |
|
| 10 (Total Organic carbon (% by mass)) |
1200.0 |
|
| 11 (Manganese as Mn) |
1200.0 |
|
| 1 (Contamination level) |
1200.0 |
|
| 1 (Efficiency character) |
1000.0 |
|
| 9 (Bulk density) |
1200.0 |
|
| 10 (Total Organic carbon (% by mass)) |
1200.0 |
|
| 11 (Manganese as Mn) |
1200.0 |
|
| 1 (Contamination level) |
1200.0 |
|
| 1 (Efficiency character) |
1000.0 |
|
| Schedule I Part A (Available Phosphorous (as P2O5)) |
1000.0 |
|
| 0 (Chromium) |
1000.0 |
|
| 0 (Nickel) |
1000.0 |
|
| 0 (Mercury) |
1000.0 |
|
| 0 (Ash) |
1000.0 |
|
| 0 (Colour) |
1000.0 |
|
| 0 (Flouride) |
1000.0 |
|
|
| 1142 |
IS 9103 (1999) - Specification for Concrete Admixtures - |
Specification for Concrete Admixtures - |
- View breakup
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 9 (Relative density) |
1000.0 |
|
| 9 (Dry Material content) |
1000.0 |
|
| 9 (Ash content) |
1000.0 |
|
| 9 (Chloride ion content) |
1000.0 |
|
| 9 (pH) |
1000.0 |
|
| 7.2.1 (Slump of Control Concrete Mix at 15 Minutes) |
2000.0 |
|
| 7.2.4 (Bleeding concrete additive) |
2000.0 |
|
| 8.2.2 (Comparative Flexural strength for three duration of concrete additive) |
10000.0 |
|
| 8.2.2 (Flexural strength for one duration of concrete additive) |
5000.0 |
|
| 8.2.1 (Comparative Compressive strength for one duration of concrete) |
5000.0 |
|
| 8.2.1 (Comparative Compressive strength for three duration of concrete) |
10000.0 |
|
| 7.2.3 (Setting time of concrete additive allowable Deviation from control sample) |
2000.0 |
|
| 7.2.5 (Water content of Concrete additive) |
1000.0 |
|
|
| 1143 |
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 |
|
| 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 (Tensile Strength) |
2000.0 |
|
| 6.1.1 (Chemical composition (Carbon)) |
625.0 |
|
| 6.1.1 (Chemical composition (Manganese)) |
625.0 |
|
| 6.1.1 (Chemical composition (Sulphur)) |
625.0 |
|
| 6.1.1 (Chemical composition (Phosphorus)) |
625.0 |
|
| 12 (Galvanizing (Mass of Zinc coating)) |
2000.0 |
|
| 12 (Galvanizing (Uniformity of Zinc coating)) |
1000.0 |
|
| 14.2 (Bend test on tube (upto and including 50 mm NB)) |
1000.0 |
|
|
| 1144 |
IS 8329 (2000) - Centrifugally cast (Spun) ductile iron pressure pipes for water, gas and sewage - Specification (Third Revision) |
Centrifugally cast (Spun) ductile iron pressure pipes for water, gas and sewage - Specification (Third Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 15.1.1 (External diameter) |
1000.0 |
|
| 13.3 (Wall Thickness of pipe) |
1000.0 |
|
| 16.3 (Thickness of Cement mortar lining of pipe) |
1000.0 |
|
| 15.3 (Ovality of pipe) |
1000.0 |
|
| 10.2 (Brinell Hardness) |
2000.0 |
|
| 10.1.1 (Percent Elongation) |
1500.0 |
|
| 10.1.1 (Tensile Strength) |
2000.0 |
|
| 13.2 (Bore Clearance of mortar lining in ductile iron pipe) |
1000.0 |
|
|
| 1145 |
IS 1367 : Part 6 (2018) - Technical supply conditions for threaded steel fasteners: Part 6 mechanical properties of fasteners made of carbon steel and alloy steel - Nuts with specified property classes - Coarse thread and fine pitch thread (Fourth Revision) |
Technical supply conditions for threaded steel fasteners: Part 6 mechanical properties of fasteners made of carbon steel and alloy steel - Nuts with specified property classes - Coarse thread and fine pitch thread (Fourth Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7 (Hardness Test) |
2000.0 |
|
| 7 (Proof Load) |
3000.0 |
|
| 6 (Carbon, % by mass) |
500.0 |
|
| 6 (Sulphur, % by mass) |
500.0 |
|
| 6 (Phosphorus, % by mass) |
500.0 |
|
| 6 (Manganese, % by mass) |
500.0 |
|
|
| 1146 |
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 (Fifth Revision) |
Technical supply conditions for threaded steel fasteners: Part 3 mechanical properties of fasteners made of carbon steel and bolts, screws and studs (Fifth Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7 (Hardness Test) |
2000.0 |
|
| 7 (Proof Load, N.) |
3000.0 |
|
| 7 (Tensile load, N.) |
3000.0 |
|
| 2 (Dimensions) |
1500.0 |
|
| 5 (Surface Integrity) |
1200.0 |
|
| 6 (Carbon, % by mass) |
500.0 |
|
| 6 (Phosphorus, % by mass) |
500.0 |
|
| 6 (Sulphur, % by mass) |
500.0 |
|
| 9.7.1 (Tensile Strength on Machined Test Piece, MPa.) |
1000.0 |
|
| 9.7.1a (Yield Strength on Machined Test Piece, MPa.) |
1000.0 |
|
| 9.7.1b (Percentage Elongation on Machined Test Piece, %.) |
1000.0 |
|
| 9.14 (Impact Strength at (-) 20⁰C) |
5000.0 |
|
| 1 (% Reduction in Area) |
1000.0 |
|
|
| 1147 |
IS 6006 (2014) - Uncoated stress relieved strand for prestressed concrete - Specification (Second Revision) |
Uncoated stress relieved strand for prestressed concrete - Specification (Second Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7.3 (Elongation) |
1000.0 |
|
| 7.3 (0.2% Proof Load) |
1000.0 |
|
| 7.3 (Breaking Strenth) |
3000.0 |
|
| 5.3 (Nominal Mass) |
1500.0 |
|
| 5.3 (Nominal Area ) |
1000.0 |
|
| 5.3 (Nominal Diameter ) |
1000.0 |
|
| 5.1 (Dimension 3- Ply 3mm strand: Nominal Diameter of element wire) |
500.0 |
|
| 3.1.2 (Sulphur, % by mass.) |
750.0 |
|
| 3.1.2 (Phosphorus) |
500.0 |
|
| 4.2 (Length of lay of 3- Ply 3mm strand: 24-36 time of dia of element wire) |
1000.0 |
|
|
| 1148 |
IS 277 (2018) - Galvanized steel strips and sheets (Plain And Corrugated) - Specification (Seventh Revision) |
Galvanized steel strips and sheets (Plain And Corrugated) - Specification (Seventh Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 15 (Dimensions of Corrugated sheet) |
1000.0 |
|
| 13 (Mass Test) |
1000.0 |
|
| 8.1 (Erischen cupping test) |
1000.0 |
|
| 8.2 (Bend Test) |
1000.0 |
|
| 8.1 (Percentage Elongation, %) |
1000.0 |
|
| 8.1 (Yield Strength, MPa) |
1000.0 |
|
| 8.1 (Tensile strength, MPa) |
1000.0 |
|
| 8.1 (Mass of Zn coating) |
2000.0 |
|
| 8.1 (Uniformity of Zn coating) |
1000.0 |
|
|
| 1149 |
IS 1785 : Part 2 (1983) - Specification for plain hard drawn steel wire for prestressed concrete: Part 2 as - Drawn wire (First Revision) |
Specification for plain hard drawn steel wire for prestressed concrete: Part 2 as - Drawn wire (First Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6.3 (Ductility) |
1000.0 |
|
| 6.2 (Proof Stress) |
1000.0 |
|
| 6.1 (Tensile Strength) |
1000.0 |
|
| 4 (Dimension) |
1000.0 |
|
|
| 1150 |
IS 2062 (2011) - Hot rolled medium and high tensile structural steel - Specification (Seventh Revision) |
Hot rolled medium and high tensile structural steel - Specification (Seventh Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 15 (Dimensions) |
1000.0 |
|
| 12 (Impact Test (For Specified Quality Grade)) |
5000.0 |
|
| 11 (Bend Test - IS 1599: 2019.) |
1500.0 |
|
| 10 (% Elongation - IS 1608 (Part 1): 2022.) |
1000.0 |
|
| 10 (Yield Stress - - IS 1608 (Part 1): 2022.) |
1000.0 |
|
| 10 (Tensile Strength - IS 1608 (Part 1): 2022) |
1000.0 |
|
| 8.2 (Carbon) |
500.0 |
|
| 8.2 (Sulphur) |
500.0 |
|
| 8.2 (Phosphorus) |
500.0 |
|
| 8.2 (Manganese) |
500.0 |
|
| 8.2 (Silicon) |
500.0 |
|
| 8.2 (Carbon Equivalent, %) |
500.0 |
|
| 4 (Mass per metre (IS 1732), kg) |
1000.0 |
|
| 8.2 (Molybdenum) |
1000.0 |
|
| 8.2 (Nickel) |
500.0 |
|
| 8.2 (Chromium) |
500.0 |
|
| 8.2 (Copper) |
500.0 |
|
| 7 (Freedom from Defects) |
1000.0 |
|
|
| 1151 |
IS 1786 (2008) - High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5.4 (Rib Area, mm²/ mm - IS 1786: 2008) |
1000.0 |
|
| 9.2 (2) (Elongation Percent on gauge length of 5.65 Square Root of Crosss- Sectional Area, % - IS 1608 (Part 1): 2022.) |
1000.0 |
|
| 9.2 (3) (Total Elongation at Maximum Force on gauge length of 5.65 Square Root of Crosss- Sectional Area, % - IS 1608 (Part 1): 2022.) |
- |
|
| 9.2 (Yield Stress/ 0.2 % Proof Stress. N/mm² -- IS 1608 (Part 1): 2022.) |
1000.0 |
|
| 9.2 (6) (Tensile Strength (32 to 40 mm), N/mm² - IS 1608 (Part 1): 2022.) |
1500.0 |
|
| 9.2 (5) (Tensile Strength (16 to 28 mm), N/mm² - IS 1608 (Part 1): 2022.) |
1000.0 |
|
| 9.2 (4) (Tensile Strength (up to 12 mm), N/mm² - IS 1608 (Part 1): 2022.) |
- |
|
| 5.7 (7) (Bond Stress of deformed bar at Ultimate Failure (for size up to 12 mm), N/mm² - IS 2770 (Part 1)) |
1250.0 |
|
| 9.4 (Rebend test (0 - 28 mm) - IS 1786: 2008) |
1000.0 |
|
| 9.3 (Bend test - IS 1599: 2023.) |
1000.0 |
|
| 7.2 (Mass per metre run, kg/m - IS 1786: 2008) |
1000.0 |
|
| 4.2 (2) (Carbon, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
500.0 |
|
| 4.2 (3) (Sulphur, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
500.0 |
|
| 4.2 (4) (Phosphorus, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
500.0 |
|
| 4.2 (5) (Sulphur+ Phosphorus, % by mass.) |
500.0 |
|
| 5.7 (6) (Bond Stress of plain bar at Ultimate Failure (for size up to 12 mm), N/mm² - IS 2770 (Part 1)) |
1250.0 |
|
| 5.7 (5) (Percentage increase in Bond Stress of Deformed Bar against corresponding Plain Bar at 0.25 mm slip (For size up to 12 mm), % - IS 2770(Part 1)) |
1250.0 |
|
| 5.7 (4) (Bond Stress of deformed bar at 0.25 mm slip (for size up to 12 mm), N/mm² - IS 2770 (Part 1)) |
1250.0 |
|
| 5.7 (3) (Bond Stress of Plain bar at 0.25 mm slip (for size up to 12 mm), N/mm² - IS 2770 (Part 1)) |
1250.0 |
|
| 5.7 (2) (Percentage increase in Bond Stress of Deformed Bar against corresponding Plain Bar at 0.025 mm slip (For size up to 12 mm), % - IS 2770(Part 1)) |
1250.0 |
|
| 5.7 (1) (Bond Stress of Deformed bar at 0.025 mm slip (for size up to 12 mm), N/mm² - IS 2770 (Part 1)) |
1250.0 |
|
| 5.7 (8) (Bond Stress of Plain bar at 0.025 mm slip (for size 16 to 40 mm), N/mm² - IS 2770 (Part 1)) |
1875.0 |
|
| 5.7 (9) (Bond Stress of deformed bar at 0.025 mm slip (for size 16 to 40 mm), N/mm² - IS 2770 (Part 1)) |
1875.0 |
|
| 5.7 (10) (Percentage increase in Bond Stress of Deformed Bar against corresponding Plain Bar at 0.025 mm slip (for size 16 to 40 mm), % - IS 2770(Part 1)) |
1875.0 |
|
| 5.7 (11) (Bond Stress of Plain bar at 0.25 mm slip (for size 16 to 40 mm), N/mm² - IS 2770 (Part 1)) |
1875.0 |
|
| 5.7 (12) (Bond Stress of deformed bar at 0.25 mm slip (for size 16 to 40 mm), N/mm² - IS 2770 (Part 1)) |
1875.0 |
|
| 5.7 (13) (Percentage increase in Bond Stress of Deformed Bar against corresponding Plain Bar at 0.25 mm slip (for size 16 to 40 mm), % - IS 2770(Part 1)) |
1875.0 |
|
| 5.7 (14) (Bond Stress of plain bar at Ultimate Failure (for size 16 to 40 mm), N/mm² - IS 2770 (Part 1) |
1875.0 |
|
| 5.7 (15) (Bond Stress of deformed bar at Ultimate Failure (for size 16 to 40 mm), N/mm² - IS 2770 (Part 1) |
1875.0 |
|
| 9.2 (1) (TS/ YS Ratio - (IS 1786: 2008/ IS 1608 (Part 1): 2022).) |
- |
|
| 4.2 (1) (Carbon Equivalent (CE), , % by mass.) |
2000.0 |
|
| 9.4 (1) (Rebend test (32 to 40mm)- IS 1786: 2008) |
1500.0 |
|
| 4.2 (7) (Chromium, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
500.0 |
|
| 4.2 (8) (Copper, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
500.0 |
|
| 4.2 (9) (Nickel, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
1000.0 |
|
| 4.2 (10) (Molybdenum, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
1000.0 |
|
| 5.7 (Bond Stress of Plain bar at 0.025 mm slip (for size up to 12 mm), N/mm² - IS 2770 (Part 1)) |
1250.0 |
|
| 4.2 (Manganese, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
300.0 |
|
| 4.2 (15) (Titanium, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
300.0 |
|
| 4.2 (14) (Vanadium, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
300.0 |
|
| 3.1 (Aluminium (% by mass)) |
500.0 |
|
| 4.2 (11) (Cr+Cu+Ni+Mo+P, % by mass.) |
- |
|
|
| 1152 |
IS 269 (2015) - Ordinary portland cement - Specification (Sixth Revision) |
Ordinary portland cement - Specification (Sixth Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7, Table 3, Sl No 4c (Compressive strength, MPa (c) 672 ± 4 h IS 4031 (Part 6):1988) |
1000.0 |
|
| 7, Table 3, Sl No 4b (Compressive strength, MPa (b) 168 ± 2 h IS 4031 (Part 6):1988) |
1000.0 |
|
| 7, Table 3, Sl No 4a (Compressive strength, MPa-(a) 72 ± 1 h IS 4031 (Part 6):1988) |
1000.0 |
|
| 7, Table 3, Sl No 3b (Setting time: b) Final, IS 4031 (Part 5):1988) |
250.0 |
|
| 7, Table 3, Sl No 3a (Setting time: a) Initial IS 4031 (Part 5):1988) |
250.0 |
|
| 7, Table 3, Sl No 2b (Soundness b) By autoclave test method IS 4031 (Part 3):1988) |
1000.0 |
|
| 7, Table 3, Sl No 2a (Soundness: a) By Le-Chatelier method, IS 4031 (Part 3):1988) |
500.0 |
|
| 7, Table 3, Sl No 1 (Fineness IS 4031 (Part 2):1999) |
1000.0 |
|
| 6.1, Table2, Sl No 8 (Alkali content IS 4032:1985) |
1000.0 |
|
| 6.1, Table2, Sl No 7 (Chloride content IS 4032:1985) |
500.0 |
|
| 6.1, Table2, Sl No 6 (Loss on ignition IS 4032:1985) |
600.0 |
|
| 6.1, Table2, Sl No 5 (Total Sulphur content percent by mass, IS 4032:1985) |
500.0 |
|
| 6.1, Table2, Sl No 4 (Magnesia IS 4032:1985) |
600.0 |
|
| 6.1, Table2, Sl No 3 (Insoluble residue, IS 4032:1985) |
600.0 |
|
| 6.1, Table2, Sl No 2 (Ratio of percentage of alumina to that of iron oxide IS 4032:1985) |
600.0 |
|
| 6.1, Table2, Sl No 1 (Ratio of percentage of lime to percentages of silica, alumina and iron oxide, IS 4032 : 1985) |
600.0 |
|
| 7 Table 3, (V) (Transverse strength (Optional) -IS 4031(Part 8)) |
2500.0 |
|
| 7 table 3 note 4 (Progressive increase in strength) |
- |
|
| 13 (The standard consistency of cement paste(IS 4031(4):1988)) |
500.0 |
|
| 13.2 (Independent Testing) |
- |
|
|
| 1153 |
IS 2171 (1999) - Specification for portable fire extinguishers,dry powder (cartridge type) |
Specification for portable fire extinguishers,dry powder (cartridge type) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 9 (Anti corrosive treatment) |
1000.0 |
|
| 11.1 (Discharge test ) |
1000.0 |
|
| 11.2 (Internal Hydraulic pressure and Ultimate strength test of pipes) |
2000.0 |
|
| 7.5 (Test against rusting of Extinguisher) |
1000.0 |
|
|
| 1154 |
IS 11171 (1985) - Specification for dry - Type power transformers |
Specification for dry - Type power transformers |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
No Record Found
|
|
| 1155 |
IS 940 (2003) - Specification for Portable Fire Extinguisher, Water Type (Gas Cartridge) - |
Specification for Portable Fire Extinguisher, Water Type (Gas Cartridge) - |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
No Record Found
|
|
| 1156 |
RDSO IRS S 63/2014 : Part 0 : Sec Revision 4 (2014) - PVC Insulated,underground, unscreened cable for Railway Signalling |
PVC Insulated,underground, unscreened cable for Railway Signalling |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
No Record Found
|
|
| 1157 |
Calibration Digi Volt 1000V 5R - AC/ DC Voltmeter, Digital upto 1000 V for 5 Ranges |
AC/ DC Voltmeter, Digital upto 1000 V for 5 Ranges |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 0 (Calibration of the Equipment) |
1000.0 |
|
|
| 1158 |
IS 15560 (2005) - Point hooks with shank up to 160 tonne specification |
Point hooks with shank up to 160 tonne specification |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 10 (Proof Load- 11 to 20 ton) |
5000.0 |
|
| 10 (Proof Load- 21 to 50 ton) |
8000.0 |
|
| 10 (Proof Load- 51 to 130 ton) |
10000.0 |
|
| 10 (Proof Load -1 to 10 ton) |
3000.0 |
|
|
| 1159 |
IS 11371 (1985) - Method for macroetch test of wrought steel products |
Method for macroetch test of wrought steel products |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| IS 11371 (Macro Etch Examination) |
1000.0 |
|
|
| 1160 |
IS 12037 (1987) - Specification for macrographic examination of steel by sulphur print (Baumann Method) |
Specification for macrographic examination of steel by sulphur print (Baumann Method) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| IS 12037 (Sulphur Print) |
3000.0 |
|
|
| 1161 |
RDSO C-9505 (2001) - Schedule of Technical Requirements for Enhanced Capacity (Alloy Steel) Screw Couplings used on Railway Coaches |
Schedule of Technical Requirements for Enhanced Capacity (Alloy Steel) Screw Couplings used on Railway Coaches |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7.3.1 (Impact Test) |
7500.0 |
|
| 7.3.2 (Destruction Test) |
7500.0 |
|
|
