| 631 |
IS 456 (2000) - Plain and reinforced concrete - WATER FOR CONSTRUCTION (Fourth Revision) |
Plain and reinforced concrete - WATER FOR CONSTRUCTION (Fourth Revision) |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5.4 (pH) |
500.0 |
|
| 5.4 (Volume (in ml) of 0.02 (N) H2SO4 required for Neutralization of 100 ml water using mixed indicator.) |
500.0 |
|
| 5.4 (Volume (in ml) of 0.02 (N) NaOH required for Neutralization of 100 ml water using phenolphthalein as an indicator.) |
500.0 |
|
| 5.4 (Total dissolved solids) |
1000.0 |
|
| 5.4 (Suspended Matter) |
500.0 |
|
| 5.4 (Chlorides (as Cl)) |
1000.0 |
|
| 5.4 (Sulphates ( as SO3)) |
1000.0 |
|
| 5.4 (Total Inorganic Solids) |
500.0 |
|
| 5.4 (Total Organic Solids) |
500.0 |
|
| 5.4.1.2 (Test for Compressive strength (IS 516)) |
4000.0 |
|
| 5.4.1.3 (Initial setting time of test block with sample water compared with distilled water(IS 4031 (Part 5):1988) |
2000.0 |
|
|
| 632 |
IS 1077 (1992) - Common burnt clay building bricks - Specification (Fifth Revision) |
Common burnt clay building bricks - Specification (Fifth Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7.1 (Compressive Strength-IS 3495 (Part 1) : 2019) |
2000.0 |
|
| 7.2 (Water Absorption IS 3495 (Part 2) : 2019) |
1000.0 |
|
| 7.3 (Efflorescence IS 3495 (Part 3) : 2019) |
1000.0 |
|
| 6 (DIMENSIONS AND TOLERANCES-IS 1077 : 1992) |
500.0 |
|
| 5 (GENERAL QUALITY IS 1077 : 1992) |
500.0 |
|
|
| 633 |
IS 2185 : Part 3 (1984) - Concrete Masonry Units Part 3 Autoclaved Cellular Aerated Concrete Blocks |
Concrete Masonry Units Part 3 Autoclaved Cellular Aerated Concrete Blocks |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 8.4 (Compressive Strength, in N/mm²) |
12000.0 |
|
| 8.6 (Drying Shrinkage, in %) |
1000.0 |
|
| 8.3 (Block Density, kg/m³) |
1000.0 |
|
| 8.2 (Dimensions (Length, width and thickness)) |
3000.0 |
|
| 5 (Moisture Content (as received condition), on the lines of IS 6441, %) |
1000.0 |
|
|
| 634 |
IS 2185 : Part 1 (2005) - Concrete masonry units - Specification: Part 1 hollow and solid concrete blocks (Third Revision) |
Concrete masonry units - Specification: Part 1 hollow and solid concrete blocks (Third Revision) |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 9.4 & Table2 (Compressive Strength-Annex D of -IS 2185 : Part 1) |
4000.0 |
|
| 9.5 (Water Absorption-Annex E of -IS 2185 : Part 1) |
1000.0 |
|
| 9.3 & 5 (Block Density-Annex C of -IS 2185 : Part 1) |
1000.0 |
|
| 9.2, 4.2.3 & Table 1 (Dimensions-Annex B of -IS 2185 : Part 1) |
500.0 |
|
|
| 635 |
IS 1237 (2012) - Cement Concrete Flooring Tiles - Specification |
Cement Concrete Flooring Tiles - Specification |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 12.5 (Water Absorption-Annex E of IS 1237:2012) |
1000.0 |
|
| 12.6 (Wet transverse strength-Annex F of IS 1237:2012) |
2000.0 |
|
| 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 |
|
| 10 (General Quality-IS 1237:2012) |
100.0 |
|
| 8.3 & Table2 (The thickness of Wearing Layer-IS 1237:2012) |
100.0 |
|
| 7, 8.2 & Table1 (Thickness & Tolerances-IS 1237:2012) |
100.0 |
|
| 7 & 8.1, Table1 (Dimensions & Tolerances-IS 1237:2012) |
200.0 |
|
| 12.7 (Resistance to wear-Annex G of IS 1237:2012) |
2500.0 |
|
|
| 636 |
IS 13801 (2013) - Chequered Cement Concrete Tiles - |
Chequered Cement Concrete Tiles - |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 12.4 (Water Absorption) |
1000.0 |
|
| 12.6 (Resistance to wear) |
2000.0 |
|
| 12.5 (Wet transverse strength) |
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) |
1000.0 |
|
| 7 (Dimension: Thickness) |
1000.0 |
|
| 7.1,Table 1,Column 2 (Dimensions -Length) |
300.0 |
|
| 9 (Depth of groove (IS 13801:2013)) |
- |
|
| 8.2 (Tolerance on Thickness (IS 13801:2013)) |
- |
|
| 7.1,Table 1,Column 3 (Dimension-Breadth(IS 13801:2013)) |
- |
|
|
| 637 |
IS 710 (2010) - Marine Plywood -Specification |
Marine Plywood -Specification |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 9.1.6 (Static Bending Strength-IS 1734 (Part 11):1983) |
3000.0 |
|
| 9.1.7 (Wet Bending Strength-IS 710:2010 & IS 1734 (Part 11):1983) |
3000.0 |
|
| 9.1.5 (Mycological Test-Observation, Glue Shear Strength and Adhesion of Plies- IS 1734 (Part 7, 4 & 5):1983) |
2500.0 |
|
| 9.1.4 (Tensile Strength-IS 1734 (Part 9):1983) |
2500.0 |
|
| 9.1.3.1.2 (Water Resistance Test-Adhesion of Plies-IS 710:2010 & IS 1734 (Part 5):1983) |
1000.0 |
|
| 9.1.2.2 (Glue Adhesion in Dry State-Adhesion of Plies in dry state-IS 1734 (Part 5):1983) |
1000.0 |
|
| 9.1.2.1 (Glue Adhesion in Dry State-Glue Shear Strength-IS 1734 (Part 4):1983) |
2000.0 |
|
| 7 (Workmanship & Finish-IS 710:2010) |
1000.0 |
|
| 6 (Dimensions-IS 710:2010, Annex B) |
1000.0 |
|
| 9.1.1 (Moisture content-IS 1734 (Part 1):1983) |
1000.0 |
|
| 9.1.8 (Retention of preservative-IS 2753 (Parts 1 & 2)) |
3000.0 |
|
|
| 638 |
IS 8042 (2015) - White portland cement - Specification (Third Revision) |
White portland cement - Specification (Third Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6 (Compressive strength, ,672±4 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, 72±1 h [as per IS 4031 (Part 6)], MPa) |
1000.0 |
|
| 6 (Setting time Final [as per IS 4031 (Part 5)], minutes) |
500.0 |
|
| 6 (Setting time Initial [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 (Magnesia (as per IS 4032), %) |
500.0 |
|
| 5 (Insoluble Residue (as per IS 4032), %) |
500.0 |
|
| 5 (Iron Oxide (as per IS 4032), %) |
500.0 |
|
| 5 (Ratio of lime to silica, alumina and iron oxide (as per IS 4032)) |
1000.0 |
|
| 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 |
|
|
| 639 |
IS 455 (2015) - Portland slag cement - Specification [OLD] |
Portland slag cement - Specification |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7 (28 Days Compressive strength,672±4 h) |
1000.0 |
|
|
| 640 |
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 |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7.1 (Soundness by autoclave test — Expansion of specimen ) |
1500.0 |
|
|
| 641 |
IS 1608 : Part 1 (2018) - Metallic materials - Tensile testing: Part 1 method of test at room temperature (Fourth Revision) |
Metallic materials - Tensile testing: Part 1 method of test at room temperature (Fourth Revision) |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 14 (Tensile Test with sample preparation) |
4000.0 |
|
| 14 (Tensile Test without sample preparation) |
3000.0 |
|
|
| 642 |
IS 513 : Part 1 (2016) - Cold reduced carbon steel sheet and strip: Part 1 cold forming and drawing purpose (Sixth Revision) |
Cold reduced carbon steel sheet and strip: Part 1 cold forming and drawing purpose (Sixth Revision) |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 8.1 (Yield stress) |
1000.0 |
|
| 8.1 (Tensile strength) |
1000.0 |
|
| 8.1 (% Elongation) |
1000.0 |
|
| 8.2 (Cupping Test) |
3000.0 |
|
| 8.3 (Hardness Test) |
2000.0 |
|
| 8.4 (Bend Test) |
1000.0 |
|
| 8.5 (Mean Plastic Strain Ratio (r bar)) |
3000.0 |
|
| 8.6 (Tensile Strain Hardening Component (n-value)) |
3000.0 |
|
| 8.7 (Bake Hardening Index (BH)) |
3000.0 |
|
| 9.4.1 (Surface condition (Quality A)) |
500.0 |
|
| 9.4.2 (Surface condition (Quality B)) |
500.0 |
|
| 9.5 (Surface finish) |
1000.0 |
|
| 11 (Thickness) |
1000.0 |
|
| 7 (Chemical composition (Carbon)) |
625.0 |
|
| 7 (Chemical composition (Manganese)) |
625.0 |
|
| 7 (Chemical composition (Sulphur)) |
625.0 |
|
| 7 (Chemical composition (Phosphorus)) |
625.0 |
|
| 7 (Chemical composition (Aluminium)) |
208.0 |
|
| 7 (Chemical composition (Silicon)) |
208.0 |
|
| 7 (Chemical composition (Chromium)) |
208.0 |
|
| 7 (Chemical composition (Nickel)) |
208.0 |
|
| 7 (Chemical composition (Niobium)) |
208.0 |
|
| 7 (Chemical composition (Vanadium)) |
208.0 |
|
| 7 (Chemical composition (Titanium)) |
208.0 |
|
| 7 (Chemical composition (Molybdenum)) |
208.0 |
|
| 7 (Chemical composition (Boron)) |
208.0 |
|
| 7 (Chemical composition (Calcium)) |
208.0 |
|
| 7 (Chemical composition (Copper)) |
208.0 |
|
| 7 (Chemical composition (Nitrogen)) |
208.0 |
|
| 7.1 (Chemical composition with micro alloying elements) |
5000.0 |
|
| 7.1 (Chemical composition, % by mass) |
2500.0 |
|
|
| 643 |
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 |
|
| Part 5 (Static Bending Strength (MoR), N/mm2) |
3000.0 |
|
| Part 8 (Compressive Strength Parallel to Grain, N/mm2) |
3000.0 |
|
| Part 9 (Compressive Strength Perpendicular to Grain, N/mm2) |
3000.0 |
|
| Part 10 (Hardness under Static Indentation, N) |
- |
|
| Part 11 (Shear Strength Paralled to Grain, N/mm2) |
1500.0 |
|
| Part 12 (Tensile Strength Parallel to Grain, N/mm2) |
2000.0 |
|
| Part 15 (a) (Nail Holding Power, N) |
1500.0 |
|
| Part 15 (b) (Screw Holding Power, N) |
1500.0 |
|
|
| 644 |
Customer Spec. WR-1 - RADIO/RF/MICROWAVE/IT/OPTICAL EQUIPMENT |
RADIO/RF/MICROWAVE/IT/OPTICAL EQUIPMENT |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 1 (MARKING ON ENVELOPE) |
700.0 |
|
| 2 (MARKING ON SAMPLE) |
700.0 |
|
| 3 (Description of Good as declared) |
600.0 |
|
| 4 (Functional Test as applicable) |
8000.0 |
|
| 4 (Functional Test as applicable.SAMPLE IS TESTED FOR INTENDED FUNCTIONING OF ITS BASIC OPERATION) |
15000.0 |
|
| 1 (Technical Opinion/Observation) |
3000.0 |
|
|
| 645 |
Customer Specification(WR- Elect) - Oxide based Advance Chemistry Cell Pack |
Oxide based Advance Chemistry Cell Pack |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 1 (Peak voltage the battery can be charged) |
200.0 |
|
| 2 (The open circuit voltage observed post discharging the battery up to 90% of maximum voltage) |
200.0 |
|
| 3 (The battery is charged up to 100% and then discharged up to 90% @ 1C and the current values are recorded every 10sec, the mean of these currents is recorded as continuous current) |
2000.0 |
|
| 4 (Temperature inside the battery is recorded periodically during charging and discharging cycle) |
2000.0 |
|
| 5 (Determination of Test Cycle) |
600.0 |
|
| 6 (The rate of discharge of voltage at constant load w.r.t time) |
2000.0 |
|
| 7 (The rate of discharge of voltage recorded periodically when discharged up to 90% of maximum voltage) |
2000.0 |
|
| 8 (The battery is subjected to three charging and discharging cycles, then the battery voltage with load connected at 100% and 90% is recorded for all three cycles) |
2000.0 |
|
|
| 646 |
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 |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7.1 (Soundness by autoclave test — Expansion of specimen ) |
1500.0 |
|
| 7.1 (Compressive strength at 28 days ) |
3000.0 |
|
| 7.1 ( Lime reactivity — Average compressive strength ) |
3000.0 |
|
| 7.1 (Particles retained on 45 micron IS sieve (wet sieving) ) |
1000.0 |
|
| 7.1 (Fineness — Specific surface by Blaine’s permeability method) |
1000.0 |
|
| 5.1 ,6.1 (Loss on ignition) |
500.0 |
|
| 5.1 ,6.1 (Total Chlorides) |
500.0 |
|
| 5.1 ,6.1 (Available alkali as equivalent sodium oxide (Na2O)) |
500.0 |
|
| 5.1 ,6.1 (Total Sulphur as sulphur trioxide(SO3)) |
500.0 |
|
| 5.1 ,6.1 (Magnesium oxide(MgO)) |
500.0 |
|
| 5.1 ,6.1 (Silicon dioxide(SiO2)) |
500.0 |
|
| 5.1 ,6.1 (Silicon dioxide(SiO2) plus aluminium oxide (Al2O3) plus iron oxide (Fe2O3)) |
500.0 |
|
|
| 647 |
IS 101 : Part 1 : Sec 5 (RA 2004) (1989) - Methods of sampling and test for paints, varnishes and related products: Part 1 tests on liquid paints (General And Physical): Sec 5 consistency (Third Revision)- Flow cup |
Methods of sampling and test for paints, varnishes and related products: Part 1 tests on liquid paints (General And Physical): Sec 5 consistency (Third Revision)- Flow cup |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 3.1.1.1 (Length) |
2500.0 |
|
|
| 648 |
IS 3099 : Part 1 AND 2 (1992) - Microscopes - Slips and slidesspecification: Part 1 microscope slips: Part 2 microscope slides (First Revision) |
Microscopes - Slips and slidesspecification: Part 1 microscope slips: Part 2 microscope slides (First Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 8 (Marking) |
200.0 |
|
| 7 (Packaging) |
200.0 |
|
| 6 (sampling) |
200.0 |
|
| 5.2 (Edge Quality) |
200.0 |
|
| 5.1 (Surface Finish) |
200.0 |
|
| 4 (Visible Seed) |
500.0 |
|
| 3.1 (Thickness ) |
500.0 |
|
| 3 ( Width) |
500.0 |
|
| 3 (Length) |
500.0 |
|
| 2.1 (Refractive Index) |
1000.0 |
|
|
| 649 |
IS 5523 (1983) - Methods of testing anodic coatings on aluminium and its alloys (First Revision) |
Methods of testing anodic coatings on aluminium and its alloys (First Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| IS 5523 (Coating thickness) |
2000.0 |
|
|
| 650 |
IS 7318 : Part 1 (1974) - Approval test for welders when welding procedure approval is not required: Part 1 fusion welding of steel |
Approval test for welders when welding procedure approval is not required: Part 1 fusion welding of steel |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| NA (Radiography examination) |
1000.0 |
|
|
| 651 |
IS 2830 (2012) - Carbon steel cast billet ingots, billets, blooms and slabs for re-rolling into steel for general structural purposes - Specification (Third Revision) |
Carbon steel cast billet ingots, billets, blooms and slabs for re-rolling into steel for general structural purposes - Specification (Third Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 10.1(b) (Sulphur print test) |
3500.0 |
|
|
| 652 |
IS 710 (2010) - Marine plywood - Specification (Second Revision) |
Marine plywood - Specification (Second Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
No Record Found
|
|
| 653 |
IS 1003 : Part 1 (2003) - Timber Panelled and Glazed shutters |
Timber Panelled and Glazed shutters |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 10 (Glazing -IS 1003 (Part 1) : 2003) |
1000.0 |
|
|
| 654 |
IS 15622 (2017) - Pressed Ceramic Tiles - Specification (First Revision) |
Pressed Ceramic Tiles - Specification (First Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6, Tables 5 to 9, Sl No (i), (f) (Surface Quality-IS13630 (Part1):2019) |
500.0 |
|
| 6, Tables 5 to 9, Sl No (i), (a) (Dimensions-Length-IS13630 (Part1):2019) |
1000.0 |
|
| 6, Tables 5 to 9, Sl No (i), (a) (Dimensions-Width -IS:13630 (Part1):2019) |
1000.0 |
|
| 6, Tables 5 to 9, Sl No (i), (b) (Dimension-Thickness-Deviation in percent from work size -IS: 13630 (Part1):2019) |
1000.0 |
|
| 6, Tables 5 to 9, Sl No (ii), (a) (Water Absorption-IS13630 (Part 2):2019) |
1000.0 |
|
| 6, Tables 5 to 9, Sl No (ii), (b) (Modulus of rupture in N/mm²- IS13630 (Part6):2019) |
2000.0 |
|
| 6, Tables 5 to 9, Sl No (ii), (c) (Breaking of strength in N- IS13630 (Part 6):2019) |
2000.0 |
|
| 6, Tables 5 to 9, Sl No (ii), (e) (Scratch Hardness of surface (Mohs' Scale)-IS13630 (Part 13):2019) |
2000.0 |
|
| 6, Tables 5 to 9, Sl No (ii), (g) (Coefficient of Linear thermal expansion from ambient temperature to 100° C(K raise to -1)-IS 13630 (Part 4):2019) |
1000.0 |
|
| 6, Tables 5 to 9, Sl No (ii), (h) (Thermal shock resistance- IS 13630 (Part 5):2019) |
2000.0 |
|
| 6, Tables 8 and 9, Sl No (ii), (q) (Bulk Density-IS13630 (Part 2):2019) |
1000.0 |
|
| 6, Tables 5 to 9, Sl No (ii), (j) (Crazing Resistance- IS13630 (Part 9):2019) |
1500.0 |
|
| 6, Table 9, Sl No (iii), (a, b, c)-1(Part 8) (Chemical properties-glazed- IS13630 (Part 8):2019) |
5000.0 |
|
| 6, Table 9, Sl No (iii), (a,b,c)-2-(Part 7) (Chemical properties-Unglazed-IS13630 (Part 7):2019) |
5000.0 |
|
| 6, Tables 5 to 9, Sl No (i), (e-1,2,3) (Surface Flatness-Maximum deviation in percent from flatness-(Centre curvature, Edge curvature & warpage) -IS: 13630 (Part1):2019) |
500.0 |
|
| 6, Tables 5 to 9, Sl No (i), (c) (Straightness of sides(Facial sides)Maximum deviation in percent to corresponding work size- IS13630 (Part1):2019) |
500.0 |
|
| 6, Tables 5 to 9, Sl No (i), (d) (Rectangularity-Maximum deviation in percent to corresponding work size-IS: 13630 (Part1):2019) |
500.0 |
|
| 6, Tables 5 to 9, Sl No (iii), (a) (Resistance to staining IS 13630(8)/(7):2019) |
1000.0 |
|
| 6, Tables 5 to 9, Sl No (iii), (b) (Resistance to household chemicals swimming pools, and water cleansers except to cleansing agents containing hydrofluoric acid and its compounds IS 13630(8)/(7):2019) |
1000.0 |
|
| 6, Tables 5 to 9, Sl No (iii), (c) (Resistance to acid and alkalies (with exception of hydrofloric acid and its compounds-IS 13630(8)/(7):2019) |
1000.0 |
|
| 6, Tables 5 to 9, Sl No (ii), (k) (Impact resistance-Coefficient of Restitution-IS13630 (Part 14):2019) |
1000.0 |
|
| 6, Tables 5 to 9, Sl No (ii), (f) (Resistance to Surface Abrasion of Glazed Tiles(Class I to V Floor Tiles)-IS13630 (Part 11):2019) |
2000.0 |
|
| 6, Tables 5 to 9, Sl No (ii), (d) (Moisture expansion in mm/m-IS13630 (Part 3):2019) |
1000.0 |
|
|
| 655 |
IS 6304 (1992) - Stationary batteries - Lead - Acid type - With pasted positive plates - Specification (Second Revision) |
Stationary batteries - Lead - Acid type - With pasted positive plates - Specification (Second Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 8.8.2 (Watt Hour Efficiency) |
7500.0 |
|
|
| 656 |
IS 4000 (1992) - Code for practice for High strength bolts in steel structures |
Code for practice for High strength bolts in steel structures |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5.4.1 (Slip Factor - Surface Blasted with shot or grit with any loose rust removed, no pitting - consideration of 3 Specimens) |
18000.0 |
|
| 5.4.1 (Slip Factor - Surface blasted with shot or grit and hot-dip galvanized - consideration of 3 Specimens) |
18000.0 |
|
| 5.4.1 (Slip Factor- Surface blasted with shot or grit and spray-metallized with zinc ( thickness 50-70 microns) - consideration of 3 Specimens) |
18000.0 |
|
| 5.4.1 (Slip Factor- Surfaces Blasted with shot or grit and painted with ethyl-zinc silicate coat ( thickness 30-60 microns) - consideration of 3 Specimens) |
18000.0 |
|
| 5.4.1 (Slip Factor - Surfaces Blasted with shot or grit and painted with ethyl-zinc silicate coat (thickness 60-80 microns) - consideration of 3 Specimens) |
18000.0 |
|
| 5.4.1 (Slip Factor - Surfaces blasted with shot or grit and painted with alcali-zinc silicate coat (thickness 60-80 microns) - consideration of 3 Specimens) |
18000.0 |
|
| 5.4.1 (Slip Factor - Surface Blasted with shot or grit and spraymetallized with aluminium (thickness >50 microns) - consideration of 3 Specimens) |
18000.0 |
|
| 5.4.1 (Slip Factor - Surface Not Treated - consideration of 3 Specimens) |
18000.0 |
|
| 5.4.1 (Slip Factor - Surface Not Treated - consideration of 5 Specimens) |
30000.0 |
|
| 5.4.1 (Slip Factor - Surface Blasted with shot or grit with any loose rust removed, no pitting - consideration of 5 Specimens) |
30000.0 |
|
| 5.4.1 (Slip Factor - Surface blasted with shot or grit and hot-dip galvanized - consideration of 5 Specimens) |
30000.0 |
|
| 5.4.1 (Slip Factor- Surface blasted with shot or grit and spray-metallized with zinc ( thickness 50-70 microns) - consideration of 5 Specimens) |
30000.0 |
|
| 5.4.1 (Slip Factor- Surfaces Blasted with shot or grit and painted with ethyl-zinc silicate coat ( thickness 30-60 microns) - consideration of 5 Specimens) |
30000.0 |
|
| 5.4.1 (Slip Factor - Surfaces Blasted with shot or grit and painted with ethyl-zinc silicate coat (thickness 60-80 microns) - consideration of 5 Specimens) |
30000.0 |
|
| 5.4.1 (Slip Factor - Surfaces blasted with shot or grit and painted with alcali-zinc silicate coat (thickness 60-80 microns)- consideration of 5 Specimens) |
30000.0 |
|
| 5.4.1 (Slip Factor - Surface Blasted with shot or grit and spraymetallized with aluminium (thickness >50 microns)- consideration of 5 Specimens) |
30000.0 |
|
| B-4 (Slip Load for Slip Factor - Surface Blasted with shot or grit without Paint/Coat) |
6000.0 |
|
| B-4 (Slip Load for Slip Factor - Surface Blasted with shot or grit and Painted/ Coated) |
6000.0 |
|
|
| 657 |
IS 303 (1989) - Plywood for General Purposes - |
Plywood for General Purposes - |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 9 (Workmanship & Finish-IS 303:1989) |
500.0 |
|
| 5, Table 1 & 2 (Classification by Appearance-IS 303:1989) |
2000.0 |
|
| 8 & Table 3 (Dimensions and Tolerances-IS 303:1989, Annex C) |
2000.0 |
|
| 11.3 (Moisture content-IS 1734 (Part 1):1983) |
1000.0 |
|
| 11.4 & Table 4 (Static Bending Strength-IS 1734 (Part 11):1983) |
3000.0 |
|
| 11.2.1 (Glue Adhesion-Water Resistance Test- IS 303:1989 & IS 1734 (Part 5):1983) |
2000.0 |
|
| 11.2.2 (Glue Adhesion-Mycological Test -IS 1734 (Part 7):1983 & IS 1734 (Part 5):1983) |
1500.0 |
|
|
| 658 |
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 |
|
| 14.2 (Bend test on tube (upto and including 50 mm NB)) |
1000.0 |
|
| 8.1 (Mass per meter) |
1000.0 |
|
| 8 (Dimensions) |
1000.0 |
|
| 14.1.1 (% Elongation on gauge length of 5.65 x Sq. root area) |
1000.0 |
|
| 14.1.1(b)(1) (% Elongation) |
1000.0 |
|
| 14.1 (Tensile Strength) |
2000.0 |
|
| 15 (Workmanship) |
500.0 |
|
| 12 (Galvanising (Mass of Zinc Coating)) |
2000.0 |
|
| 7 (Chemical Analysis ( As per Annexure)) |
3000.0 |
|
| 12 (Uniformity of Coating) |
500.0 |
|
|
| 659 |
IS 2645 (2003) - Integral waterproofing compounds for cement mortar and concrete - Specification (Second Revision) |
Integral waterproofing compounds for cement mortar and concrete - Specification (Second Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 3.3.b (Compressive Strength-7days) |
2000.0 |
|
| 3.3.a (Compressive Strength-3 days) |
2000.0 |
|
| 3.2.b (Setting Time (Final Setting Time)) |
500.0 |
|
| 3.2.a (Setting Time (Initial Setting Time)) |
500.0 |
|
| 3.1 (Permeability to Water) |
3000.0 |
|
| 3.4 (Chloride Content, %) |
1000.0 |
|
|
| 660 |
IS 1130 (1969) - Marble (blocks, Slabs And Tiles) |
Marble (blocks, Slabs And Tiles) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7 (Specific Gravity) |
1000.0 |
|
| 7 (Moisture Absorption (as per 1124), %) |
1000.0 |
|
| 7 (Hardness) |
2000.0 |
|
|
