| 181 |
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
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 8 (Equivalent Cube Strength of Concrete core 1 set IS 516 (Part 4):2018) |
4000.0 |
|
|
| 182 |
IS 383 (2016) - Coarse and Fine Aggregate for Concrete - Specification (Third Revision) |
Coarse and Fine Aggregate for Concrete - Specification (Third Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5.3 (Combined Elongation Index and Flakiness Index) |
3000.0 |
|
| 5.4.1 (Crushing Value/Ten percent) |
1500.0 |
|
| 5.4.2 (Impact Value, %) |
1500.0 |
|
| 5.4.3 (Abrasion Value, %) |
1500.0 |
|
| 5.4.1 (Crushing Value/Ten percent) |
1500.0 |
|
| 6 (Size and grading) |
2000.0 |
|
| 5.2 (Deleterious materials) |
2000.0 |
|
| 5.5 (Soundness) |
2000.0 |
|
|
| 183 |
IS 303 (1989) - Plywood for General Purposes - |
Plywood for General Purposes - |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 11.3 (Moisture content-IS 1734 (Part 1):1983) |
1000.0 |
|
| 5, Table 1 & 2 (Classification by Appearance-IS 303:1989) |
2000.0 |
|
| 9 (Workmanship & Finish-IS 303:1989) |
1500.0 |
|
| 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 |
|
| 8 & Table 3 (Dimensions and Tolerances-IS 303:1989, Annex C) |
2000.0 |
|
| 11.4 & Table 4 (Static Bending Strength-IS 1734 (Part 11):1983) |
3000.0 |
|
|
| 184 |
IS 516 : Part 1 : Sec 1 (2021) - Hardened concrete methods of test part 1 testing of strength of hardened concrete section 1 compressive,flexucal and split tensile strength (First Revision) |
Hardened concrete methods of test part 1 testing of strength of hardened concrete section 1 compressive,flexucal and split tensile strength (First Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 3 (Compressive Strength of CC Cube 1 set IS 516 (Part1)/Sec1:2021) |
1200.0 |
|
|
| 185 |
IS 15477 (2019) - Adhesives for Use with Ceramic, Mosaic and Stone Tiles- Specification (First Revision) |
Adhesives for Use with Ceramic, Mosaic and Stone Tiles- Specification (First Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5.3 (Open time-Annex C of IS 15477:2019) |
2000.0 |
|
| 5.4 (Adjustment Time-Annex D of IS 15477:2019) |
2000.0 |
|
| 5.5 (Slip Resistance (For vertical application only)-Annex E of IS 15477:2019) |
3000.0 |
|
| 5.1, Table 1, Sl No (i)-(a) (Tensile adhesion Strength(Dry Condition)-Annex A of IS 15477:2019) |
3000.0 |
|
| 5.1, Table 1, Sl No (i)-(b) (Tensile adhesion Strength (Wet Condition)-Annex A of IS 15477:2019) |
3000.0 |
|
| 5.2, Table 1, Sl No (ii)-(a) (Shear adhesion Strength-(Dry Condition)-Annex B of IS 15477:2019) |
3000.0 |
|
| 5.2, Table 1, Sl No (ii)-(c) (Shear adhesion Strength, (Wet condition)-Annex B of IS 15477:2019) |
3000.0 |
|
| 5.2, Table 1, Sl No (ii)-(b) (Shear adhesion Strength, (Heat aging condition)-Annex B of IS 15477:2019) |
3000.0 |
|
| 5.6 (Deformability (for Vertical Application only)-Annex F of IS 15477:2019) |
3000.0 |
|
|
| 186 |
FCO -1985 (1985) - The Fertiliser (Control) Order 1985 (as amended upto November 2023) |
The Fertiliser (Control) Order 1985 (as amended upto November 2023) |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| Schedule I Part A (Moisture) |
1000.0 |
|
| Schedule I Part A (Water soluble phosphates (as P2O5)) |
1000.0 |
|
| Schedule I Part A (Free phosphoric acid (as P 2O5)) |
1000.0 |
|
| Schedule I Part A (Available Phosphorous percent by weight) |
1000.0 |
|
| Schedule I Part A (Sulphur (as S)) |
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 be retained on 1 mm IS sieve and not more than 5 per cent shall be below 1 mm IS sieve.) |
1000.0 |
|
| Schedule I Part A (Magnesium as MgO) |
1000.0 |
|
| Schedule I Part A (Matter insoluble in water) |
1000.0 |
|
| Schedule I Part A (Moisture) |
1000.0 |
|
| Schedule I Part A (Nitrate nitrogen) |
1000.0 |
|
| Schedule I Part A (Sodium (as Na) (On dry basis)) |
1000.0 |
|
| Schedule I Part A (Sodium (as NaCl) on dry basis) |
1000.0 |
|
| Schedule I Part A (Sulphate Sulphur percent by weight) |
1000.0 |
|
| Schedule I Part A (Total chloride (as Cl)(on dry basis)) |
1000.0 |
|
| Schedule I Part A (Total nitrogen) |
1000.0 |
|
| Schedule I Part A (Water Soluble Potassium (as K2O)) |
1000.0 |
|
| Schedule I Part A (Water Soluble Phosphorous (as P2O5)) |
1000.0 |
|
| Schedule I Part A (Ammoniacal nitrogen) |
1000.0 |
|
| Schedule I Part A (Matter insoluble in water) |
1000.0 |
|
| Schedule I Part A (Sodium (as Na) (On dry basis)) |
1000.0 |
|
| Schedule I Part A (Specific gravity (kg/l)) |
1000.0 |
|
| Schedule I Part A (Total chloride (as Cl)(on dry basis)) |
1000.0 |
|
| Schedule I Part A (pH) |
1000.0 |
|
| Schedule I Part A (Available Phosphorous (as P2O5)) |
1000.0 |
|
| Schedule I Part A (Boron (as B)) |
1000.0 |
|
| Schedule I Part A (Sulphur (as S)) |
1000.0 |
|
| Schedule I Part A (Free phosphoric acid (as P 2O5)) |
1000.0 |
|
| Schedule I Part A (Lead (as Pb) percent by weight) |
1000.0 |
|
| Schedule I Part A (Moisture percent by weight) |
1200.0 |
|
| Schedule I Part A (pH) |
1000.0 |
|
| Schedule I Part A (Sulphate Sulphur (as S)) |
1000.0 |
|
| Schedule I Part A (Water Soluble Phosphorous percent by weight) |
1200.0 |
|
| Schedule I Part A (Water Soluble Potassium percent by weight) |
1200.0 |
|
| Schedule I Part A (Zinc (as Zn) percent by weight) |
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.) |
1000.0 |
|
| Schedule I Part A (Appearance – Free flowing crystalline / powder) |
1000.0 |
|
| Schedule I Part A (Arsenic (as As)) |
1000.0 |
|
| Schedule I Part A (Boron (as B)) |
1000.0 |
|
| Schedule I Part A (Cadmium (as Cd)) |
1000.0 |
|
| Schedule I Part A (Iron content (expressed as Fe) in the form of Fe-EDTA) |
1000.0 |
|
| Schedule I Part A (Lead (as Pb)) |
1000.0 |
|
| Schedule I Part A (Magnesium (as Mg)) |
1000.0 |
|
| Schedule I Part A (Matter insoluble in water) |
1000.0 |
|
| Schedule I Part A (Molybdenum (as Mo)) |
1000.0 |
|
| Schedule I Part A (pH (5 % solution)) |
1000.0 |
|
| Schedule I Part A (Specific gravity (at 15 deg C) ) |
1000.0 |
|
| Schedule I Part A (Sulphate Sulphur percent by weight) |
1000.0 |
|
| Schedule I Part A (Zinc (as Zn)) |
1000.0 |
|
| Schedule I Part A (Zinc content (Expressed as Zn) in the form of Zn-EDTA) |
1000.0 |
|
| Schedule I Part A (Moisture) |
1000.0 |
|
| Schedule I Part A (Available Phosphorous (as P2O5)) |
1000.0 |
|
| Schedule I Part A (Ammoniacal nitrogen) |
1000.0 |
|
| Schedule I Part A (Nitrogen in ammoniacal form) |
1000.0 |
|
| Schedule I Part A (Particle size –Not less than 80 per cent of the material shall pass through 4 mm IS sieve and be retained on 1 mm IS sieve. Not more than 10 per cent shall be below 1 mm IS sieve) |
1000.0 |
|
| Schedule I Part A (Sulphate Sulphur (as S)) |
1000.0 |
|
| Schedule I Part A (Total Elemental Sulphur (as S)) |
1000.0 |
|
| Schedule I Part A (Nitrogen in ammoniacal form) |
1000.0 |
|
| Schedule I Part A (Total Nitrogen (ammoniacal and urea)) |
1000.0 |
|
| Schedule I Part A (Water soluble phosphates (as P2O5)) |
1000.0 |
|
| Schedule I Part A (Ammoniacal nitrogen) |
1000.0 |
|
| Schedule I Part A (Available Phosphorous (as P2O5)) |
1000.0 |
|
| Schedule I Part A (Moisture) |
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.) |
1000.0 |
|
| Schedule I Part A (Sulphate Sulphur (as S)) |
1000.0 |
|
| Schedule I Part A (Total Nitrogen (ammoniacal and nitrate)) |
1000.0 |
|
| Schedule I Part A (Total Nitrogen (ammoniacal and urea)) |
1000.0 |
|
| Schedule I Part A (Water Soluble Potassium percent by weight) |
1200.0 |
|
| Schedule I Part A (Water Soluble Phosphorous (as P2O5)) |
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 (Particle size – Not less than 90 per cent of the material shall pass through 4 mm IS sieve and retained on 1mm IS sieve.) |
1000.0 |
|
| Schedule I Part A (Neem oil content soluble in Benzene,) |
1000.0 |
|
| Schedule I Part A (Sulphate Sulphur (as S)) |
1000.0 |
|
| Schedule I Part A (Calcium nitrate) |
1000.0 |
|
| Schedule I Part A (Total nitrogen) |
1000.0 |
|
| Schedule I Part A (Ammoniacal nitrogen) |
1000.0 |
|
| Schedule I Part A (Arsenic (as As)) |
1000.0 |
|
| Schedule I Part A (Biuret) |
1000.0 |
|
| Schedule I Part A (Total Elemental Sulphur (as S)) |
1000.0 |
|
| Schedule I Part A (Moisture) |
1000.0 |
|
| Schedule I Part A (Available Phosphorous (as P2O5)) |
1000.0 |
|
| Schedule I Part A (Free Phosphoric Acid (as P2O5)) |
1000.0 |
|
| Schedule I Part A (Magnesium as MgO) |
1000.0 |
|
| Schedule I Part A (Methanol insoluble matter) |
1000.0 |
|
| Schedule I Part A (Moisture) |
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.) |
1000.0 |
|
| Schedule I Part A (Polyphosphate (as P2O5)) |
1000.0 |
|
| Schedule I Part A (Specific gravity (at 15 deg C) ) |
1000.0 |
|
| Schedule I Part A (Sulphate Sulphur (as S)) |
1000.0 |
|
| Schedule I Part A (Water Soluble Phosphorous (as P2O5)) |
1000.0 |
|
| Schedule I Part A (Magnesium (as MgCl2)) |
1000.0 |
|
| Schedule I Part A (Magnesium as MgO) |
1000.0 |
|
| Schedule I Part A (Moisture) |
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.) |
1000.0 |
|
| Schedule I Part A (Sodium (as NaCl) on dry basis) |
1000.0 |
|
| Schedule I Part A (Sulphate Sulphur (as S)) |
1000.0 |
|
| Schedule I Part A (Total Chloride (as Cl) percent by weight) |
1000.0 |
|
| Schedule I Part A (Water Soluble Potassium percent by weight) |
1200.0 |
|
| Schedule I Part A (Moisture) |
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.) |
1000.0 |
|
| Schedule I Part A (Total Elemental Sulphur (as S)) |
1000.0 |
|
| Schedule I Part A (Ortho Silicic [Si(OH)4], Plant available Silicon (Si) equivalent) |
1200.0 |
|
| Schedule I Part A (Copper (as Cu)) |
1000.0 |
|
| Schedule I Part A (Manganese (as Mn)) |
1000.0 |
|
| Schedule I Part A (Iron (as Fe)) |
1000.0 |
|
| PART-A (As per Annexure (FORM "L")) |
7000.0 |
|
|
| 187 |
IS 6909 (1990) - Super Sulphated cement - Specification |
Super Sulphated cement - Specification |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6.4 (Compressive strength,72±1 h) |
1000.0 |
|
| 6.4 (Compressive strength,168±2 h) |
1000.0 |
|
| 6.4 (Compressive strength,672±4 h) |
1000.0 |
|
| 6.3 (Setting time Initial) |
250.0 |
|
| 6.3 (Setting time,Final) |
250.0 |
|
| 6.2 (Soundness-Lechatlier method) |
500.0 |
|
| 6.1 (Fineness) |
1000.0 |
|
|
| 188 |
IS 16415 (2015) - Composite cement - Specification |
Composite cement - Specification |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6.1 (Magnesia) |
1200.0 |
|
| 6.1 (Loss on ignition) |
1200.0 |
|
| 6.1 (Insoluble residue) |
1200.0 |
|
| 6.1 (Total Sulphur content calculated as sulphuric anhydride(SO3)) |
1200.0 |
|
| 6.1 (Sulphide sulphur (S)) |
1200.0 |
|
| 6.1 (Chloride content) |
1200.0 |
|
|
| 189 |
IS 12330 (1988) - Specificatioon for sulphate resisting Portland cement |
Specificatioon for sulphate resisting Portland cement |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5.5 (Compressive strength,72±1 h) |
1000.0 |
|
| 5.5 (Compressive strength,168±2 h) |
1000.0 |
|
| 5.5 (Compressive strength,672±4 h) |
1000.0 |
|
| 5.3 (Setting time Initial) |
250.0 |
|
| 5.3 (Setting time,Final) |
250.0 |
|
| 5.2 (Soundness-autoclave method) |
1000.0 |
|
| 5.2 (Soundness-Lechatlier method) |
500.0 |
|
| 5.1 (Fineness) |
1000.0 |
|
| 5.4 (Sulphate expansion) |
1500.0 |
|
|
| 190 |
IS 8042 (2015) - White portland cement - Specification (Third Revision) |
White portland cement - Specification (Third Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6 (Compressive strength, 72±1 h [as per IS 4031 (Part 6)], MPa) |
1000.0 |
|
| 6 (Compressive strength, 168 ± 2 h [as per IS 4031 (Part 6)], MPa) |
1000.0 |
|
| 6 (Compressive strength, ,672±4 h [as per IS 4031 (Part 6)], MPa) |
1000.0 |
|
| 6 (Setting time Initial [as per IS 4031 (Part 5)], minutes) |
500.0 |
|
| 6 (Setting time Final [as per IS 4031 (Part 5)], minutes) |
500.0 |
|
| 6 (Soundness-autoclave method [as per IS 4031 (Part 3)], %) |
1000.0 |
|
| 6 (Soundness-Lechatlier method [as per IS 4031 (Part 3)], mm) |
500.0 |
|
| 6 (Fineness [as per IS 4031 (Part 2)], m^2/kg) |
1000.0 |
|
| 6 (Degree of whiteness [As per Annex B of IS 8042], Percent) |
1500.0 |
|
| 5 (Ratio of lime to silica, alumina and iron oxide (as per IS 4032)) |
1000.0 |
|
| 5 (Iron Oxide (as per IS 4032), %) |
500.0 |
|
| 5 (Insoluble Residue (as per IS 4032), %) |
500.0 |
|
| 5 (Magnesia (as per IS 4032), %) |
500.0 |
|
| 5 (Total Sulphur Content calculated as SO3 (as per IS 4032), %) |
500.0 |
|
| 5 (Loss on ignition, (as per IS 4032), %) |
500.0 |
|
| 5 (Chloride Content, (as per IS 4032), %) |
500.0 |
|
|
| 191 |
IS 8041 (1990) - Rapid hardening portland cement - Specific4tion (Second Revision) |
Rapid hardening portland cement - Specific4tion (Second Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6.4 (Compressive strength,72±1 h) |
1000.0 |
|
| 6.4 (Compressive strength,168±2 h) |
1000.0 |
|
| 6.4 (Compressive strength,672±4 h) |
1000.0 |
|
| 6.3 (Setting time Initial) |
250.0 |
|
| 6.3 (Setting time,Final) |
250.0 |
|
| 6.2 (Soundness-Lechatlier method) |
500.0 |
|
| 6.1 (Fineness) |
1000.0 |
|
|
| 192 |
IS 455 (2015) - Portland slag cement - Specification |
Portland slag cement - Specification |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7 (3 Days Compressive strength,72±1 h) |
1000.0 |
|
| 7 (7 Days Compressive strength,168±2 h) |
1000.0 |
|
| 7 (28 Days Compressive strength,672±4 h) |
1000.0 |
|
| 7 (Setting time Initial) |
250.0 |
|
| 7 (Setting time,Final) |
250.0 |
|
| 7 (Soundness-autoclave method) |
1000.0 |
|
| 7 (Soundness-Lechatlier method) |
500.0 |
|
| 7 (Fineness) |
1000.0 |
|
| 6 (Magnesia) |
700.0 |
|
| 6 (Total Sulphur content calculated as sulphuric anhydride SO3) |
500.0 |
|
| 6 (Sulphide Sulphur (S)) |
700.0 |
|
| 6 (Loss on Ignition) |
700.0 |
|
| 6 (Insoluble residue) |
700.0 |
|
| 6 (Chloride content) |
700.0 |
|
| 6 (Alkali content) |
2000.0 |
|
|
| 193 |
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 3a (Setting time- Initial IS 4031(5):1988) |
250.0 |
|
| 7, Table 2, Sl No 3b (Setting time-Final, 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 4 (Loss on Ignition IS 4032:1985) |
800.0 |
|
| 6, Table 1, Sl No 1 (Insoluble residue 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 5 (Chloride content IS 4032:1985) |
800.0 |
|
| 6, Table 1, Sl No 6 (Alkali content IS 4032:1985) |
2000.0 |
|
|
| 194 |
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 4a (3 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 4c (28 Days Compressive strength, IS 4031(6):1988) |
1000.0 |
|
| 7, Table 2, Sl No 3a (Setting time-Initial IS 4031(5):1988) |
250.0 |
|
| 7, Table 2, Sl No 3b (Setting time-Final 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 |
|
| 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 |
|
| 6, Table 1, Sl No 5 (Chloride content, IS 4032:1985) |
800.0 |
|
| 6, Table 1, Sl No 2 (Magnesia IS 4032:1985) |
600.0 |
|
| 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 1 (Insoluble residue, IS 4032:1985) |
1000.0 |
|
| 6, Table 1, Sl No 6 (Alkali content IS 4032:1985) |
2000.0 |
|
| Custom (1Day Compressive strength, MPa-IS 4031(6):1988) |
1000.0 |
|
| 13 (Consistency of Cement) |
500.0 |
|
|
| 195 |
IS 4985 (2000) - Unplasticized pvc pipes for potable water supplies - Specification (Third Revision) |
Unplasticized pvc pipes for potable water supplies - Specification (Third Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 11.2 (Resistance to External Blows) |
2000.0 |
|
| 11.1 (Hydrostatic Characteristics) |
5000.0 |
|
| 10.6 (Density) |
2000.0 |
|
| 10.5 (Vicat Softening Temperature) |
1500.0 |
|
| 10.4 (Reversion Test) |
2000.0 |
|
| 10.2 (Opacity) |
2000.0 |
|
| 10.1 (Visual Appearance) |
1000.0 |
|
| 7.1 (Dimension of Pipe) |
1000.0 |
|
| 7.2 (Dimension of Socket) |
1000.0 |
|
| 10.3 (Effect on water (Chemical)) |
2000.0 |
|
| 10.7 (Sulphated Ash Content Test) |
2000.0 |
|
|
| 196 |
IS 3812 : Part 2 (2013) - Pulverized Fuel Ash - Part 2 : For Use as Admixture in Cement Mortar and Concrete |
Pulverized Fuel Ash - Part 2 : For Use as Admixture in Cement Mortar and Concrete |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7.1 (Soundness by autoclave test — Expansion of specimen ) |
1500.0 |
|
| 7.1 (Fineness — Specific surface by Blaine’s permeability method) |
1000.0 |
|
| 7.1 (Particles retained on 45 micron IS sieve (wet sieving) ) |
1000.0 |
|
| 5.1 ,6.1 (Available alkali as equivalent sodium oxide (Na2O)) |
500.0 |
|
| 5.1 ,6.1 (Loss on ignition) |
500.0 |
|
| 5.1 ,6.1 (Magnesium oxide(MgO)) |
500.0 |
|
| 5.1 ,6.1 (Silicon dioxide(SiO2)) |
500.0 |
|
| 5.1 ,6.1 (Total Chlorides) |
500.0 |
|
| 5.1 ,6.1 (Total Sulphur as sulphur trioxide(SO3)) |
500.0 |
|
| 5.1 ,6.1 (Reactive Silica) |
500.0 |
|
| 5.1 ,6.1 (Silicon dioxide(SiO2) plus aluminium oxide (Al2O3) plus iron oxide (Fe2O3)) |
500.0 |
|
| 5.1 ,6.1 (Silicon dioxide(SiO2)) |
500.0 |
|
|
| 197 |
IS 3812 (Part 1) (2013) - Pulverized fuel ash - Specification: Part 1 For use as pozzolana in cement, cement mortar and concrete |
Pulverized fuel ash - Specification: Part 1 For use as pozzolana in cement, cement mortar and concrete |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7.1 (Compressive strength at 28 days ) |
3000.0 |
|
| 7.1 ( Lime reactivity — Average compressive strength ) |
3000.0 |
|
| 7.1 (Soundness by autoclave test — Expansion of specimen ) |
1500.0 |
|
| 7.1 (Fineness — Specific surface by Blaine’s permeability method) |
1000.0 |
|
| 7.1 (Particles retained on 45 micron IS sieve (wet sieving) ) |
1000.0 |
|
| 5.1 ,6.1 (Available alkali as equivalent sodium oxide (Na2O)) |
500.0 |
|
| 5.1 ,6.1 (Loss on ignition) |
500.0 |
|
| 5.1 ,6.1 (Magnesium oxide(MgO)) |
500.0 |
|
| 5.1 ,6.1 (Silicon dioxide(SiO2)) |
500.0 |
|
| 5.1 ,6.1 (Total Sulphur as sulphur trioxide(SO3)) |
500.0 |
|
| 5.1 ,6.1 (Reactive Silica) |
500.0 |
|
| 5.1 ,6.1 (Total Chlorides) |
500.0 |
|
| 5.1 ,6.1 (Silicon dioxide(SiO2) plus aluminium oxide (Al2O3) plus iron oxide (Fe2O3)) |
500.0 |
|
|
| 198 |
IS 13801 (2013) - Chequered Cement Concrete Tiles - |
Chequered Cement Concrete Tiles - |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 12.5 (Wet transverse strength) |
2000.0 |
|
| 12.4 (Water Absorption) |
1000.0 |
|
| 12.6 (Resistance to wear) |
2000.0 |
|
| 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) |
100.0 |
|
| 7.1,Table 1,Column 2 (Dimensions -Length) |
300.0 |
|
| 7 (Dimension: Thickness) |
100.0 |
|
|
| 199 |
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) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 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 |
|
| 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 (Yield Stress/ 0.2 % Proof Stress. 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.) |
- |
|
| 9.2 (5) (Tensile Strength (16 to 28 mm), 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 |
|
| 9.3 (Bend test - IS 1599: 2023.) |
1000.0 |
|
| 9.4 (Rebend test (0 - 28 mm) - IS 1786: 2008) |
1000.0 |
|
| 7.2 (Mass per metre run, kg/m - IS 1786: 2008) |
1000.0 |
|
| 4.2 (5) (Sulphur+ Phosphorus, % by mass.) |
500.0 |
|
| 9.2 (1) (TS/ YS Ratio - (IS 1786: 2008/ IS 1608 (Part 1): 2022).) |
- |
|
|
| 200 |
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) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 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 |
|
| 15.1.1 (External diameter) |
1000.0 |
|
| 16.2 (Bituminous Coating Test) |
1.0 |
|
|
| 201 |
IS 4985 (2021) - UNPLASTICIZED PVC PIPES FOR POTABLE WATER SUPPLIES SPECIFICATION Fourth Revision |
UNPLASTICIZED PVC PIPES FOR POTABLE WATER SUPPLIES SPECIFICATION Fourth Revision |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 10.7 (Sulphated ash Content) |
2000.0 |
|
| 10.3 (Mercury for all three extracts) |
1000.0 |
|
| 10.3 (Cadmiumfor all three extracts) |
1000.0 |
|
| 10.3 (Di alky Tin C4 and higher homologous measured as Tin (Theird Extraction)) |
1000.0 |
|
| 10.3 (Lead theird extraction) |
1000.0 |
|
| 10.3 (Lead first extraction) |
1000.0 |
|
| 7.1.1.1 (Mean Outside Diameter) |
1000.0 |
|
| 7.1.1.2 (Outside Diameter at any point) |
1000.0 |
|
| 7.1.1.2 (Maximum Outside Diameter at any point) |
1000.0 |
|
| 7.1.1.2 (Minimum Outside Diameter at any point) |
1000.0 |
|
| 7.1.2 (Average Wall Thickness) |
1000.0 |
|
| 7.1.2 (Maximum Wall Thickness) |
1000.0 |
|
| 7.1.2 (Minimum Wall Thickness) |
1000.0 |
|
| 7.2.1 (Visual Appearance of Socket) |
1000.0 |
|
| 7.2.1.1 (Socket length) |
1000.0 |
|
| 7.2.1.1 (Mean Socket internal diameter at mid point of socket length) |
1000.0 |
|
| 7.2.1.1 (Maximum Socket internal diameter at mid point of socket length) |
1000.0 |
|
| 7.2.1.1 (Minimum Socket internal diameter at mid point of socket length) |
1000.0 |
|
| 7.2.1.1 (Included Angle of taper,( deg., minute)) |
1000.0 |
|
| 7.2.1.2 (Wall Thickness of socket (e2)) |
1000.0 |
|
| 7.2.1.2 (Wall Thickness of Seal Ring Groove (e3)) |
1000.0 |
|
| 7.2.1.2 (Depth of Engagement (min.)) |
1000.0 |
|
| 7.2.1.2 (Wall Thickness of socket (e2)) |
1000.0 |
|
| 9.2 (Pipe End (Chamfered), Wall thickness) |
1000.0 |
|
| 11.1 (Acceptance Test for 1 hrs at 27 deg.C (4.19 x PN (MPA)) for Pipe) |
5000.0 |
|
| 11.1 (Hydrostatic Pressure Test for 1000 hrs at 60 deg.C (Type Test)) |
20000.0 |
|
| 10.7 (Annex-B, IS:4985-2021) |
2000.0 |
|
| 10.6 (IS:12235 (Part-14) Density) |
2000.0 |
|
| 10.4 (IS:12235-(Part5/Sec.1 &2) Reversion test) |
1000.0 |
|
|
| 202 |
IS 4984 (2016) - Polyethylene pipes for water supply - Specification (Fifth Revision) |
Polyethylene pipes for water supply - Specification (Fifth Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 8.7 (Density at 27 degree celsius (base density)) |
2000.0 |
|
| 8.4 (Melt Flow Rate at 190 degree celcius and 5kgf) |
2000.0 |
|
| 8.3 (Carbon Black Content) |
2000.0 |
|
| 8.2 (Longitudinal Reversion Test) |
1500.0 |
|
| 8.1 (Hydraulic Characteristics) |
5000.0 |
|
| 7.4 (Wall Thickness) |
500.0 |
|
| 7.1 (Visual Appearance) |
500.0 |
|
| 6.2 (Colour) |
1000.0 |
|
| 8.6 (Overall Migration) |
2000.0 |
|
| 8.3 (Carbon Black Dispersion) |
1000.0 |
|
| 7.4.1.2 (Ovality) |
1000.0 |
|
| 6.2.1 (Colour Of strip) |
500.0 |
|
| 6.2.1 (Width Of Strip) |
500.0 |
|
| 6.2.1 (Depth Of strip) |
500.0 |
|
| 7.4.1 (Outside Diameter) |
500.0 |
|
| 8.1 (Internal Pressure Creep Rupture test of pipe for 48 hrs at 80deg.) |
5000.0 |
|
| 8.1 (Internal Pressure Creep Rupture test of pipe for 165 hrs at 80deg.) |
5000.0 |
|
| 8.6 (Overall Migration (Chemical Lab)) |
2000.0 |
|
| 8.5 (Oxidation Induction Time) |
2000.0 |
|
| 8.9 (Elongation at Break Annex.-H, Table-6 (IS:4984-2016)) |
1500.0 |
|
| 8.9 (IS:4984, Annex.-H (Tensile Strength)) |
1000.0 |
|
|
| 203 |
IS 269 (2015) - Ordinary portland cement - Specification (Sixth Revision) |
Ordinary portland cement - Specification (Sixth Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 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 4b (Compressive strength, MPa (b) 168 ± 2 h IS 4031 (Part 6):1988) |
1000.0 |
|
| 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 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 6 (Loss on ignition IS 4032:1985) |
600.0 |
|
| 6.1, Table2, Sl No 7 (Chloride content 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 5 (Total Sulphur content percent by mass, IS 4032:1985) |
500.0 |
|
| 6.1, Table2, Sl No 1 (Ratio of percentage of lime to percentages of silica, alumina and iron oxide, IS 4032 : 1985) |
600.0 |
|
| 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 8 (Alkali content IS 4032:1985) |
2000.0 |
|
| 6.1 Table 2 Note 2.a (Tricalcium aluminate content, percent by mass) |
- |
|
| 6.1 Table 2 Note 2.b (Tricalcium Silicate content, percent by mass, Minimum) |
- |
|
| Custom (Compressive strength, MPa-24h IS 4031 (Part 6):1988) |
1000.0 |
|
| 13 (The standard consistency of cement paste(IS 4031(4):1988)) |
500.0 |
|
|
| 204 |
IS 11169 : Part 1 (1984) - SPECIFICATION FOR STEELS FOR COLD HEADING/COLD EXTRUSION APPLICATIONS
(PART 1 WROUGHT CARBON AND LOW ALLOY STEELS) |
SPECIFICATION FOR STEELS FOR COLD HEADING/COLD EXTRUSION APPLICATIONS
(PART 1 WROUGHT CARBON AND LOW ALLOY STEELS) |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 11.1.1 (Hardenability) |
8000.0 |
|
| 10.3 (Inclusion rating) |
4000.0 |
|
| 10.1 (Micro Structure) |
3000.0 |
|
| 9.2 (Impact Strength) |
3000.0 |
|
| 9.2 (Ultimate Tensile Strength) |
1000.0 |
|
| 8.1 (Hardness) |
1000.0 |
|
| 7.4 (Macro test) |
1000.0 |
|
| 6.1 (Diameter of Wire) |
500.0 |
|
| 4 (Chromium) |
500.0 |
|
| 4 (Tin) |
500.0 |
|
| 4 (Manganese) |
500.0 |
|
|
| 205 |
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 |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7.3.2 (Destruction Test) |
7500.0 |
|
| 7.3.1 (Impact Test) |
7500.0 |
|
| 7.3.1 (Impact Test) |
7500.0 |
|
| 7.3.2 (Destruction Test) |
7500.0 |
|
|
