| 31 |
MORTH : Part 5 (2013) - SPECIFICATIONS FOR ROAD AND BRIDGE WORKS/ASTM |
SPECIFICATIONS FOR ROAD AND BRIDGE WORKS/ASTM |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| Density DAC (Density of Dense Asphaltic Concrete.) |
2000.0 |
|
| Density of SDAC (Density of Semi Dense Asphaltic Concrete) |
2000.0 |
|
| Clause 1 Table 1 (Cutting & Preparation of Core sample -Double Stage) |
1000.0 |
|
| 507 (Thickness of Bituminous Concrete Layer (BC), in mm) |
1000.0 |
|
| 507 (Thickness of DBM Layer (BC), in mm) |
1000.0 |
|
| 505 (Thickness of Dense Bituminous Macadam (DBM), in mm) |
1000.0 |
|
| 505 (Combined Density of Dense Bituminous Macadam (DBM) & BC, in g/cc) |
2000.0 |
|
| 507 (Density / Bulk Specific Gravity of BC ( AASHTO T 166 (21)),) |
2000.0 |
|
| 505 (Density / Bulk Specific Gravity of DBM (AASHTO T 166)) |
2000.0 |
|
|
| 32 |
IS 13871 (2021) - Powder Coating |
Powder Coating |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| Clauses 6.6 and 9.1 (Dry film thickness in microns) |
1000.0 |
|
|
| 33 |
2629:1985(Reaff:2016) (2016) - RECOMMENDED PRACTICE FOR
HOT-DIP GALVANIZING OF IRON AND STEEL |
RECOMMENDED PRACTICE FOR
HOT-DIP GALVANIZING OF IRON AND STEEL |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6.2 (Uniformity of Coating thickness) |
1000.0 |
|
| 6.3 (Mass of Zinc Coating as per IS 6745) |
3000.0 |
|
| 6.4.3 (Bend Test as per IS 2629) |
4000.0 |
|
|
| 34 |
IS 191 (2007) - Copper - Specification (Fourth Revision) |
Copper - Specification (Fourth Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7.1 (Copper + Silver ) |
2000.0 |
|
| 7.1 (Silver ) |
1000.0 |
|
| 7.1 (Phosphorus ) |
1000.0 |
|
| 7.1 (Iron ) |
1000.0 |
|
| 7.1 (Sulphur) |
1000.0 |
|
| 7.1 (Nickel ) |
1000.0 |
|
| 7.1 (Antimony) |
1000.0 |
|
| 7.1 (Lead ) |
1000.0 |
|
| 7.1 (Tin ) |
1000.0 |
|
| 7.1 (Zinc ) |
1000.0 |
|
|
| 35 |
260 (2001) - ALUMINIUM SULPHATE, NON-FERRIC |
ALUMINIUM SULPHATE, NON-FERRIC |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 4.2 RESULTS AS PER ANNEXURE (4.2 RESULTS AS PER ANNEXURE) |
5000.0 |
|
|
| 36 |
IS 1848 : Part 1 (2018) - Writing and printing papers - Specification: Part 1 account book, azure lead, bond, cream laid and cream wove/printing white/printing coloured/printing offset, printing maplitho, printing white super calendered and typewriting types (Fifth Revision) |
Writing and printing papers - Specification: Part 1 account book, azure lead, bond, cream laid and cream wove/printing white/printing coloured/printing offset, printing maplitho, printing white super calendered and typewriting types (Fifth Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
No Record Found
|
|
| 37 |
IS 8419 : Part 1 (1977) - Requirements for filtration equipment: Part 1 filtration media - Sand and gravel |
Requirements for filtration equipment: Part 1 filtration media - Sand and gravel |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 3.1.1 (Silica) |
1000.0 |
|
| 3.1.4 (Loss on Ignition) |
1000.0 |
|
| 3.1.2 (Percentage of volume of sand (clay, slit, loam etc.)) |
1000.0 |
|
| 3.1.3 (Acid Soluble Matter) |
1000.0 |
|
| 4.1.3 (Acid Soluble Matter) |
1000.0 |
|
| 4.1.1 (Presence of Inpurities (%)(clay, sand, loam and organic)) |
1000.0 |
|
|
| 38 |
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 Cross- Sectional Area of Strand- IS 14268: 2022.) |
1000.0 |
|
| 6.1 (Nominal Diameter of strand- IS 14268: 2022.) |
1000.0 |
|
| 6.2.2 (0.2% Proof Load of Strand - IS 1608 (Part 1): 2022/ IS 14268: 2022.) |
1000.0 |
|
| 6.2.2 (Breaking Load of Strand- IS 1608 (Part 1): 2022/ IS 14268: 2022.) |
1000.0 |
|
| 6.2.3 (Total Elongation under Load on gauge length of 600 mm- 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 |
|
| 4.1.2 (Carbon (As per IS 7904:2018)) |
500.0 |
|
| 4.1.2 (Sulphur (As per IS 7904:2018)) |
500.0 |
|
| 4.1.2 (Phosphorus (As per IS 7904:2018)) |
500.0 |
|
| 4.1.2 (NIckel (As per IS 7904:2018)) |
500.0 |
|
| 4.1.2 (Chromium (As per IS 7904:2018)) |
500.0 |
|
| 4.1.2 (Manganese (As per IS 7904:2018)) |
500.0 |
|
| 4.1.2 (Silicon (As per IS 7904:2018)) |
500.0 |
|
| 4.1.2 (Copper (As per IS 7904:2018)) |
500.0 |
|
| 4.1.2 (Molybdenum (As per IS 7904:2018)) |
500.0 |
|
| 4.1.2 (Aluminium (As per IS 7904:2018)) |
500.0 |
|
| 4.1.2 (Sulphur+Phosphorus (As per IS 7904:2018)) |
500.0 |
|
| 6.3 (Tensile Strength of Strand- IS 1608 (Part 1): 2022/ IS 14268: 2022, MPa.) |
1000.0 |
|
|
| 39 |
15388 (2003) - Silica Fume Specification (Custom requirements) |
Silica Fume Specification (Custom requirements) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 4, Table 1(i) (Silica SiO2 (IS 1727), percent by mass) |
2000.0 |
|
| 4, Table 1(ii) (Moisture Content, percent by mass) |
800.0 |
|
| 4, Table 1(iii) (Loss on ignition (IS 1727), percent by mass) |
1000.0 |
|
| 4, Table 1(iv) (Alkalies as Na2O, (IS 4032), percent) |
1000.0 |
|
| 5, Table 2(ii) (Oversize particle retained on 45 micron IS sieve (IS 1727), percent) |
1000.0 |
|
| 5, Table 2(iv) (Compressive Strength at 7 days as per cent of control sample (IS 1727), %) |
3000.0 |
|
| - - (Specific Gravity [IS 2386(Part 3)]) |
1000.0 |
|
| - - (Bulk Density [IS 2386 (Part 3)], g/cc) |
1000.0 |
|
|
| 40 |
IS 2333 (1992) - Plaster of paris for ceramic industry - Specification (Second Revision) |
Plaster of paris for ceramic industry - Specification (Second Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 4.3 (Calcium Sulphate ( As CaSO4)) |
1200.0 |
|
| 4.2 (Matter Insoluble in HCL) |
1000.0 |
|
| 4.3 (Carbonates ( As CaCO3)) |
1200.0 |
|
| 4.2 (Free moisture) |
500.0 |
|
| 4.3 (Compound water) |
1200.0 |
|
|
| 41 |
IS 14255 (1995) - Aertal bunched cables - For working voltages up to and including 1100 Volts - Specification |
Aertal bunched cables - For working voltages up to and including 1100 Volts - Specification |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
No Record Found
|
|
| 42 |
IS 7098 : Part 1 (1988) - Specification for cross linked polyethylene insulated PVC sheathed cables: Part 1 for working voltages up to and including 1100 volts (First Revision) |
Specification for cross linked polyethylene insulated PVC sheathed cables: Part 1 for working voltages up to and including 1100 volts (First Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 17.3 (Marking) |
100.0 |
|
| 15.1 (a) iv (Resistance of conductor-R) |
500.0 |
|
| 15.1 (a) iv (Resistance of conductor-Y) |
500.0 |
|
| 15.1 (a) iv (Resistance of conductor-B) |
500.0 |
|
| 15.1 (a) iv (Resistance of conductor-Black) |
250.0 |
|
| 15.1.C (Minimum thickness of insulation) |
250.0 |
|
| 15.1.C (Minimum thickness of sheath) |
250.0 |
|
| 15.1.C (Average thickness of insulation) |
250.0 |
|
| 15.1.C (Average thickness of sheath) |
250.0 |
|
| 3.1 (Conductor) |
100.0 |
|
| 6.1 (Armouring) |
100.0 |
|
| 8.1 (Conductor) |
100.0 |
|
| 8.3 (Conductor) |
250.0 |
|
| 9.1 (Insulation) |
100.0 |
|
| 9.2 (Insulation) |
250.0 |
|
| 9.3 (Insulation) |
100.0 |
|
| 9.4 (Insulation) |
100.0 |
|
| 10.1 (Core Identification) |
100.0 |
|
| 10.2 (Core Identification) |
100.0 |
|
| 10.3 (CORE IDENTlFICATION) |
100.0 |
|
| 11.1 (Laying up of cores) |
100.0 |
|
| 12.1 (INNER SHEATH (COMMON COVERING)) |
100.0 |
|
| 12.2 (INNER SHEATH (COMMON COVERING)) |
250.0 |
|
| 12.3 (INNER SHEATH (COMMON COVERING)) |
100.0 |
|
| 13.1 (Armouring) |
100.0 |
|
| 13.3 (ARMOURING) |
100.0 |
|
| 13.1.4 (ARMOURING) |
250.0 |
|
| 14.1 (Outer Sheath) |
100.0 |
|
| 14.2 (Outer Sheath) |
250.0 |
|
| 15.1 (a) ii (Tensile Test ) |
500.0 |
|
| 15.1 (a) iii (Wrapping test) |
500.0 |
|
|
| 43 |
1708 (1986) - Testing of Small Specimen of Timber |
Testing of Small Specimen of Timber |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| Part 1 (Moisture Content, in %) |
1000.0 |
|
| Part 2 (Specific Gravity /Density, g/cm3) |
500.0 |
|
|
| 44 |
FCO 1985 (Annexure) - FCO-1985 (Annexure) |
FCO-1985 (Annexure) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 1 (1 to 3 test parameters) |
2000.0 |
|
| 2 (4 to 6 parameters (Vide Annexure)) |
4000.0 |
|
| 3 (7 or more parameters (Vide annexure)) |
7000.0 |
|
| 4 (Please see Annexure (NABL)) |
7000.0 |
|
| 5 (Please see Annexure (Non NABL)) |
7000.0 |
|
|
| 45 |
IS 694 (2010) - Polyvinyl chloride insulated unsheathed and sheathed cables/cords with rigid and flexible conductor for rated voltages up to and including 1100 v (Fourth Revision) |
Polyvinyl chloride insulated unsheathed and sheathed cables/cords with rigid and flexible conductor for rated voltages up to and including 1100 v (Fourth Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| Table 1. iii. a. 4 (Conductor resistance test (core 1)) |
1500.0 |
|
| 15 (Marking of the cable) |
1500.0 |
|
| 11.2 (Legibility of marking) |
100.0 |
|
| 11.1 (Durability of marking) |
100.0 |
|
| 11 (Cable identification) |
200.0 |
|
| Table 1. iii. b(5) (Overall dimension) |
500.0 |
|
| 13 (Cable code) |
- |
|
| Table 1. iii. c.14 (Smoke density test for insulation (Core 1)) |
5000.0 |
|
| Table 1. iii. d.11 (Smoke density rating for sheath) |
5000.0 |
|
| Table 1. iii. c.1(1) (Tensile strength for insulation(Core 1)) |
1000.0 |
|
| Table 1. iii. a. 2 (Tensile test for Aluminium(core 1)) |
500.0 |
|
| Table 1 tests Sl No 1 (iii) b (Average thickness of insulation) |
250.0 |
|
| Table 1 tests Sl No 1 (iii) b (Minimum thickness of insulation) |
250.0 |
|
| Table 1 tests Sl No 1 (iii) b (Average thickness of sheath) |
250.0 |
|
| Table 1 tests Sl No 1 (iii) b (Minimum thickness of sheath) |
250.0 |
|
| Table 1. iii. c.3(1) (Tensile strength test after ageing for insulation(Core 1)) |
500.0 |
|
| Table 1. iii. c.1(2) (Percentage elongation for insulation (Core 1)) |
1000.0 |
|
| Table 1. iii. c.2 (Loss of mass test for insulation (Core 1)) |
500.0 |
|
| Table 1. iii. c.3(2) (Percentage elongation after ageing for insulation(Core 1)) |
500.0 |
|
| Table 1. iii. c.3(3) (Variation of tensile strength after ageing for insulation(Core 1)) |
- |
|
| Table 1. iii. d.3(4) (Variation in percentage elongation after ageing for sheath) |
- |
|
| Table 1. iii. c.3(4) (Variation in percentage elongation after ageing for insulation (Core 1)) |
- |
|
| - (Test on 2nd Core) |
2000.0 |
|
| - (Test on 3rd Core) |
2000.0 |
|
| - (Tests on 4th Core) |
2000.0 |
|
| Table 1. iii. c.3 (Physical tests for insulation - Ageing in air oven) |
2000.0 |
|
|
| 46 |
IS 16415 (2015) - Composite cement |
Composite cement |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7 (Compressive strength,72±1 h) |
1000.0 |
|
| 7 (Compressive strength,168±2 h) |
1000.0 |
|
| 7 (Compressive strength,672±4 h) |
1000.0 |
|
| 7 (Fineness) |
1000.0 |
|
| 7 (Setting time Initial) |
250.0 |
|
| 7 (Setting time,Final) |
250.0 |
|
| 7 (Soundness-Lechatlier method) |
500.0 |
|
| 7 (Soundness-autoclave method) |
1000.0 |
|
| 7 (Drying Shrinkage) |
1000.0 |
|
|
| 47 |
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 |
| 6.3 (Sieve Analysis) |
2000.0 |
|
| 5.2.1 (Deleterious Material) |
2000.0 |
|
| Organic Impurities (Organic Impurities) |
1000.0 |
|
| 4 of 2386-IV (Aggregate Impact Value) |
1500.0 |
|
| 2.1 (Aggregate Crushing Value) |
1500.0 |
|
| 5 of 2386-IV (Aggregate Abrasion Value) |
1500.0 |
|
| 4 of 2386 Part 1 (Flakiness Index, %) |
1500.0 |
|
| 5 of IS 2386-I (Elongation Index, %) |
1500.0 |
|
| 4, 5 of IS 2386 (Combined Flakiness & Elongation Indices) |
3000.0 |
|
| CPWD Specs (Silt Content) |
1000.0 |
|
| MoRTH Specs (Fineness Modulus) |
500.0 |
|
| 5.5 (Soundness) |
2000.0 |
|
| 4.0 Bulking of Sand (Bulking of Sand) |
1000.0 |
|
| 3 of 2386-IV (Ten Percent Fine Value) |
1500.0 |
|
| 2386 Part 3 (Moisture Content) |
1000.0 |
|
| 2386 Part 3 (Water Absorption) |
1000.0 |
|
| 4.2 (Alkali Aggregate reactivity) |
3000.0 |
|
| 2386 Part 3 (Specific Gravity) |
500.0 |
|
|
| 48 |
IRS-GE-I, JUNE-2016 (2016) - SPECIFICATIONS FOR TRACK BALLAST |
SPECIFICATIONS FOR TRACK BALLAST |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 2.3 (Size and Gradation (IRS-GE-I, JUNE-2016)) |
2000.0 |
|
| 2.2.3 (Water absorption (IS 2386 (Part III):1963)) |
1000.0 |
|
| 2.2.1 (Aggregate abrasion value-Annexure I of IRS- GE-I, June 2016 & IS 2386 (Part IV):1963) |
1500.0 |
|
| 2.2.2 (Aggregate Impact Value-Annexure II of IRS- GE-I, June 2016 & IS 2386 (Part IV):1963) |
1500.0 |
|
|
| 49 |
IS 9103:1999 - CONCRETE ADMIXTURES - SPECIFICATION ( First Revision ) |
CONCRETE ADMIXTURES - SPECIFICATION ( First Revision ) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
No Record Found
|
|
| 50 |
Customer Specification NTH ER CONCRETE ADMIXTURES (IS 9103) (1991 RA 2018) - Customer Specification NTH ER CONCRETE ADMIXTURES
(IS 9103) |
Customer Specification NTH ER CONCRETE ADMIXTURES
(IS 9103) |
- View breakup
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
No Record Found
|
|
| 51 |
IS 1237 (2012) - Cement Concrete Flooring Tiles - Specification |
Cement Concrete Flooring Tiles - Specification |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 12.6 (Wet transverse strength-Annex F of IS 1237:2012) |
2000.0 |
|
| 12.5 (Water Absorption-Annex E of IS 1237:2012) |
1000.0 |
|
| 10 (General Quality-IS 1237:2012) |
100.0 |
|
| 12.7 (Resistance to wear-Annex G of IS 1237:2012) |
2500.0 |
|
| 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 |
|
| 11 (Finish-IS 1237:2012) |
200.0 |
|
| 12.4 (Straightness-Annex D of IS 1237:2012) |
500.0 |
|
| 12.3 (Perpendicularity-Annex C of IS 1237:2012) |
500.0 |
|
| 12.2 (Flatness-Annex B of IS 1237:2012) |
500.0 |
|
|
| 52 |
IS 15366 (2003) - Dolomite for paint industry - Specification |
Dolomite for paint industry - Specification |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 4.2 (Magnesium Carbonate) |
1000.0 |
|
| 4.2 (Calcium Carbonate) |
1000.0 |
|
| 4.2 (Acid insoluble residue) |
1000.0 |
|
| 4.2 (pH Value) |
1000.0 |
|
| 4.2 (Volatile matter) |
1000.0 |
|
| 4.2 (Loss on Ignition, percent by mass) |
1000.0 |
|
|
| 53 |
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 (Proof Load, N.) |
3000.0 |
|
| 7 (Tensile load, N.) |
3000.0 |
|
| 7 (Hardness Test) |
2000.0 |
|
| 9.7.1a (Yield Strength on Machined Test Piece, MPa.) |
1000.0 |
|
| 9.7.1 (Tensile Strength on Machined Test Piece, MPa.) |
1000.0 |
|
| 9.7.1b (Percentage Elongation on Machined Test Piece, %.) |
1000.0 |
|
| 6 (Carbon, % by mass) |
500.0 |
|
| 6 (Sulphur, % by mass) |
500.0 |
|
| 6 (Phosphorus, % by mass) |
500.0 |
|
| 1 (% Reduction in Area) |
1000.0 |
|
| 7 (Wedge loading test) |
3000.0 |
|
| 2 (Dimensions) |
1500.0 |
|
|
| 54 |
IS:16353-2015 -CLINKER - PORTLAND CEMENT CLINKER |
PORTLAND CEMENT CLINKER |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| Table 1 Cl 5 (Ratio of percentage of lime to percentages of silica, alumina and iron oxide) |
1000.0 |
|
| Table 1 Cl 5 (Ratio of percentage of Alumina to that of Iron Oxide) |
1000.0 |
|
| Table 1 Cl 5 (Total sulphur content calculated as sulphuric anhydride (SO3)) |
500.0 |
|
| Table 1 Cl 5 (Free lime, percent by mass,) |
1500.0 |
|
| Table 1 Cl 5 (Chloride content, percent by mass,) |
200.0 |
|
| Table 1 Cl 5 (Magnesia (as MgO), percent by mass) |
1500.0 |
|
| Table 1 Cl 5 (Insoluble residue, percent by mass) |
500.0 |
|
| Table 1 Cl 5 (Total loss on ignition , Percent by mass) |
500.0 |
|
| Table 1 Cl 5 (Alkali content (as Na2O), percent by mass) |
500.0 |
|
|
| 55 |
FCO 1985 NANO FERTILISER - The Fertiliser (Inorganic, Organic or Mixed) (Control) Order 1985 (As amended up to October 2024) |
The Fertiliser (Inorganic, Organic or Mixed) (Control) Order 1985 (As amended up to October 2024) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
No Record Found
|
|
| 56 |
1489_1 (BIS _NTH_NER) (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 |
| 6 Table 1_1 (Insoluble residue (IS 4032 : 1985), percent by mass) |
1000.0 |
|
| 6 Table 1_2 (Magnesia (IS 4032: 1985), Percent by mass) |
600.0 |
|
| 6 Table 1_3 (Total Sulphur Content calculated as sulphuric anhydride (SO3) ( IS 4032:1985), percent by mass) |
800.0 |
|
| 6 Table 1_4 (Loss on Ignition (IS 4032 : 1985), percent by mass) |
800.0 |
|
| 6 Table 1_5 (Chloride Content (IS 4032 : 1985), percent by mass) |
800.0 |
|
| 6 Table 1_6 (Alkali content (IS 4032: 1985), percent by mass) |
1000.0 |
|
| 7 Table 2_1 (Fineness [ IS 4031 (Part 2):1999], m^2/kg) |
750.0 |
|
| 7 Table 2_2 (Soundness by Le-Chatelier method [IS 4031 (Part 3):1988], in mm) |
500.0 |
|
| 7 Table 2_2 (Soundness by Autoclave method [IS 4031 (Part 3):1988], in percent) |
1000.0 |
|
| 7 Table 2_3 (Setting Time, Initial [IS 4031 (Part 5) : 1988], in minutes) |
250.0 |
|
| 7 Table 2_3 (Setting Time, Final [IS 4031 (Part 5) : 1988], in minutes) |
250.0 |
|
| 7 Table 2_4 (Compressive Strength - 3 days (72 +/-1 hr), [IS 4031 (Part 6): 1988], MPa) |
800.0 |
|
| 7 Table 2_4 (Compressive Strength - 7 days (168 +/-2 hr), [IS 4031 (Part 6): 1988], MPa) |
800.0 |
|
| 7 Table 2_4 (Compressive Strength - 28 days (672 +/-4 hr), [IS 4031 (Part 6): 1988], MPa) |
800.0 |
|
| 7 Table 2_6 (Drying Shrinkage [IS 4031 (Part 10):1988], in percent) |
800.0 |
|
|
| 57 |
269_(BIS_NTH_NER) (2015) - Ordinary Portland Cement - Specification |
Ordinary Portland Cement - Specification |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6 Table 1_1 (Ratio of percentage of lime to percentage of silica, alumina and iron oxide (IS 4032:1985)) |
1000.0 |
|
| 6 Table 2_2 (Ratio of percentage of alumina to that of iron oxide (IS 4032 : 1985)) |
1000.0 |
|
| 6 Table 2_3 (Insoluble residue (IS 4032 : 1985), in percent) |
600.0 |
|
| 6 Table 2_4 (Magnesia (IS 4032 : 1985), percent by mass) |
600.0 |
|
| 6 Table 2_5 (Total sulphur content calculated as sulphuric anhydride (SO3) [IS 4932 : 1985], in percent by mass) |
600.0 |
|
| 6 Table 2_6 (Loss on ignition (IS 4032 : 1985), in percent by mass) |
600.0 |
|
| 6 Table 2_7 (Chloride Content (IS 4032 : 1985), in percent by mass) |
600.0 |
|
| 6 Table 2_8 (Alkali content (IS 4032 : 1985), percent) |
2000.0 |
|
| 7 Table 3_1 (Fineness [IS 4031 (Part 1): 1999], in m^2/kg) |
1000.0 |
|
| 7 Table 3_2 (Soundness by Le Chatelier method [IS 4031 (Part 1): 1988], in mm) |
1000.0 |
|
| 7 Table 3_2 (Soundness by Autoclave method [IS 4031 (Part 1): 1988], in percent) |
1000.0 |
|
| 7 Table 3_3 (Setting Time - Initial [IS 4032 (Part 5) : 1988], in minutes) |
500.0 |
|
| 7 Table 3_3 (Setting Time - Final [IS 4032 (Part 5) : 1988], in minutes) |
500.0 |
|
| 7 Table 3_4 (Compressive Strength - 3 days (72 +/- 1 h) [ IS 4031 (Part 6) : 1988], in MPa) |
1000.0 |
|
| 7 Table 3_4 (Compressive Strength - 7 days (168 +/- 2 h) [ IS 4031 (Part 6) : 1988], in MPa) |
1000.0 |
|
| 7 Table 3_4 (Compressive Strength - 28 days (672 +/- 4 h) [ IS 4031 (Part 6) : 1988], in MPa) |
1000.0 |
|
|
| 58 |
IS 14490 (2018) - Plain copier paper - Specification (First Revision) |
Plain copier paper - Specification (First Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5.5 (Tensile Index) |
2000.0 |
|
| 5.5 (Ash Content) |
2000.0 |
|
| 5.5 (Tearing Index) |
2000.0 |
|
| 5.4 (Thickness) |
1000.0 |
|
| 5.3 (Grammage) |
1000.0 |
|
| 5.2 (Moisture) |
2000.0 |
|
| 5.1 (General) |
1000.0 |
|
|
| 59 |
IS 2386 : Part 4 (1963) - Methods of test for aggregates for concrete Part 4 Mechanical properties |
Methods of test for aggregates for concrete Part 4 Mechanical properties |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
No Record Found
|
|
| 60 |
IS 16172 (2023) - Reinforcement couplers for mechanical splices of bars in concrete - Specification |
Reinforcement couplers for mechanical splices of bars in concrete - Specification |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 9.2.1 (The tensile strength of the un-spliced specimen from the same bar (Without Coupling)) |
2500.0 |
|
| 9.2.1 (The tensile strength of the spliced bar ( With Coupling)) |
2500.0 |
|
| 9.2 (Visual Observation for Nature & Location of failure of spliced specimen (With Coupling).) |
1000.0 |
|
| 9.2.2 (The minimum percentage elongation at maximum force (also termed as uniform elongation) for spliced bar ( with coupler) when measured in accordance with the method given in Annex B in the reinforcing bar outside the length of the mechanical splice before failure.) |
1000.0 |
|
| 9.2.2 (The percentage elongation at maximum force for unspliced specimen) |
1000.0 |
|
|
