| 511 |
IS 1912 (1984) - Specification for country jute twine (second revision) |
Specification for country jute twine (second revision) |
- View breakup
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 4.1 (Weight of Skein) |
1000.0 |
|
| 4.1 (Girth of Skein) |
1000.0 |
|
| 3.1(5) (Breaking Load) |
2000.0 |
|
| 3.1(2) (Linear Density) |
1000.0 |
|
| 3.1(4) (Twist) |
1000.0 |
|
| 3.1(3) (No.of Ply) |
1000.0 |
|
|
| 512 |
IS 2089 (1977) - Specificaiton for common proofed canvas/duck and paulins (Tarpaulins) (Second Revision) |
Specificaiton for common proofed canvas/duck and paulins (Tarpaulins) (Second Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 3.3.7.2 (Cone Test) |
1000.0 |
|
| 3.3.7.1 (Pressure Head Test) |
1000.0 |
|
| 3.3.6 (Breaking Strength(Warp&Weft)) |
2000.0 |
|
| 3.3.4 (Pliability) |
1000.0 |
|
| 4.2.2 (Construction) |
1000.0 |
|
|
| 513 |
IS 8518 (1977) - Specification for suitcase, air travel |
Specification for suitcase, air travel |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6.2 (Drop test) |
1000.0 |
|
| 6.1 (Handle Snatch Test) |
1000.0 |
|
| 2.2 (Shape&Dimensions) |
1000.0 |
|
| 2.1 (Shape&Dimensions) |
1000.0 |
|
| 5.1 (Workmanship&Finish) |
1000.0 |
|
| 4 (Construction) |
1000.0 |
|
|
| 514 |
IS 10228 (1982) - Specification for school bag |
Specification for school bag |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 3 (Shape and Dimensions) |
2000.0 |
|
|
| 515 |
IS 16525 (2017) - Styrene butadiene styrene (SBS) 3 bituminous waterproofing and damp - Proofing membrane with polyester reinforcement - Specification |
Styrene butadiene styrene (SBS) 3 bituminous waterproofing and damp - Proofing membrane with polyester reinforcement - Specification |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6 (Dimensions) |
1000.0 |
|
| 6 (Puncture Resistance) |
2000.0 |
|
| 6 (Dimensional Stability, Transverse) |
2000.0 |
|
| 6 (Dimensional Stability, Longitudinal) |
2000.0 |
|
| 6 (Water absorption (All thickness)) |
1000.0 |
|
| 6 (Heat Resistance(All thickness)) |
2000.0 |
|
| 6 (Tear Strength, Transverse) |
2000.0 |
|
| 6 (Tear Strength, Longitudinal) |
2000.0 |
|
| 6 (Elongation, Transverse) |
1000.0 |
|
| 6 (Elongation, Longitudinal) |
1000.0 |
|
| 6 (Tensile Strength Transverse) |
1000.0 |
|
| 6 (Tensile Strength Longitudinal) |
1000.0 |
|
| 6 (Cold Flexibility) |
2000.0 |
|
| 6 (Thickness) |
1000.0 |
|
| 5.2 (Weight (Finished)) |
1000.0 |
|
|
| 516 |
IS 1943 (1995) - Textiles – A-twill jute bags (second revision) |
Textiles – A-twill jute bags (second revision) |
- View breakup
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5.1(vi) (Seam Breaking Load) |
1000.0 |
|
| 5.1(v) (Breaking Load,Weftway) |
1000.0 |
|
| 5.1(v) (Breaking Load,Warpway) |
1000.0 |
|
| 5.1(iv) (Picks/dm) |
1000.0 |
|
| 5.1(iii) (Ends/dm) |
1000.0 |
|
| 5.1(ii) (Corrected Mass) |
1000.0 |
|
| 5.1(i) (Outside Width) |
1000.0 |
|
| 5.1(i) (Outside Length) |
1000.0 |
|
| 4 (Visual Inspection) |
1000.0 |
|
|
| 517 |
IS 16186 (2014) - Textiles - Light weight jute sacking bags for packing 50 kg foodgrains - Specification |
Textiles - Light weight jute sacking bags for packing 50 kg foodgrains - Specification |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5.1(vi) (Seam Strength) |
1000.0 |
|
| 5.1(v) (Breaking Load,Weftway) |
1000.0 |
|
| 5.1(v) (Breaking Load,Warpway) |
1000.0 |
|
| 5.1(iv) (Corrected Mass) |
1000.0 |
|
| 5.1(iii) (Picks/dm) |
1000.0 |
|
| 5.1(ii) (Ends/dm) |
1000.0 |
|
| 5.1(i) (Outside Width) |
1000.0 |
|
| 5.1(i) (Outside Length) |
1000.0 |
|
| 4.3 (Sitches/dm) |
1000.0 |
|
| 4 (Construction) |
1000.0 |
|
|
| 518 |
IS 14968 (2015) - Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packing 50 Kg/25 kg sugar – Specification (first revision) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packing 50 Kg/25 kg sugar – Specification (first revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5 (Avg. Breaking Strength and Elongation of fabric after UV exposure) |
3000.0 |
|
| 5 (Elongation at break of fabric, Widthwise) |
1000.0 |
|
| 5 (Elongation at break of fabric, Lengthwise) |
1000.0 |
|
| 5 (Minimum Breaking Strength of bottom seam) |
1000.0 |
|
| 5 (Avg. Breaking Strength of fabric, Widthwise) |
1000.0 |
|
| 5 (Avg. Breaking Strength of fabric, Lengthwise) |
1000.0 |
|
| 5 (Mass of Sack with liner) |
1000.0 |
|
| 5 (Mass of Unlaminated Sack) |
1000.0 |
|
| 5 (Picks/dm) |
500.0 |
|
| 5 (Ends/dm) |
500.0 |
|
| 5 (Dimensions, Inside Width) |
1000.0 |
|
| 5 (Dimensions, Inside Length) |
1000.0 |
|
| 4.5 (Capacity) |
1000.0 |
|
| 5.1 (Mass of Bale) |
1000.0 |
|
| 4.4 (Liner, Bottom Seam) |
1000.0 |
|
| 4.4 (Liner, Length) |
1000.0 |
|
| 4.4 (Liner, Width) |
1000.0 |
|
| 4.4 (Liner, Mass) |
1000.0 |
|
| 4.4 (Liner, Material Identification) |
2000.0 |
|
| 4.3.2 (Mouth) |
1000.0 |
|
| 4.3.1 (Bottom Seam, Number of Stitchs per dm) |
1000.0 |
|
| 4.3.1 (Bottom Seam, Double fold seam depth) |
1000.0 |
|
| 4.3.1 (Bottom Seam, Outer stitch distance from outer edge) |
1000.0 |
|
| 4.3.1 (Bottom Seam, Two row separation distance) |
1000.0 |
|
| 3 (Type of Sack Bag) |
1000.0 |
|
| 5 (Ash Content) |
2000.0 |
|
| A (Result of Tests - Annexure attached) |
8000.0 |
|
| B (Results of Tests - Annexure attached(NABL Scope)) |
3000.0 |
|
| C (Results of Tests - Annexure attached (NON-NABL)) |
5000.0 |
|
|
| 519 |
IS 1148 (2009) - Steel Rivet Bars (medium And High Tensile)--For Structural Purposes--For Structural Purposes |
Steel Rivet Bars (medium And High Tensile)--For Structural Purposes--For Structural Purposes |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 8 (Dimension) |
500.0 |
|
| 11 (Tensile Strength (High)) |
1000.0 |
|
| 11 (Elongation ( Medium Tensile Steel)) |
1000.0 |
|
|
| 520 |
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 |
| Table 2 (Cl 6.1, Cl 4.2) (Dimension and Mass) |
1000.0 |
|
| 4.5 (Workmanship and Finish) |
1000.0 |
|
| 4.1 (Sulphur, % by mass) |
600.0 |
|
| 4.1 (Phosphorus, % by mass) |
600.0 |
|
| 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 |
|
| 6.1 (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 |
|
| 4.2 (Length of lay) |
1000.0 |
|
| 6.3 (Tensile Strength of Strand- IS 1608 (Part 1): 2022/ IS 14268: 2022, MPa.) |
1000.0 |
|
|
| 521 |
IS 1367 : Part 3 (2017) - Technical Supply Conditions for Threaded Steel Fasteners Part 3 Mechanical Properties of Fasteners Made of Carbon Steel and Bolts, Screws and Studs |
Technical Supply Conditions for Threaded Steel Fasteners Part 3 Mechanical Properties of Fasteners Made of Carbon Steel and Bolts, Screws and Studs |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6 (Chemical Composition, % by mass) |
2500.0 |
|
| 7 (Mechanical and physical properties (ultimate tensile load)) |
3000.0 |
|
| 7 (Mechanical and physical properties (Proof load test)) |
2000.0 |
|
| 7 (Mechanical and physical properties (Hardness,Rockwell C scale)) |
2000.0 |
|
| 7 (Mechanical and physical properties (Hardness,Vickers)) |
2000.0 |
|
| 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 after fracture on Machined test piece, %.) |
1000.0 |
|
| 2 (Dimensions) |
1000.0 |
|
| 1.2 (Uniformity of Zn coating) |
1000.0 |
|
| 9.7.7.1.c (Percentage reduction of area after fracture for machined test pieces, %) |
1000.0 |
|
|
| 522 |
IS 1285 (2023) - Wrought Aluminium and Aluminium Alloys — Extruded Round Tube and Hollow Sections for General Engineering Purposes |
Wrought Aluminium and Aluminium Alloys — Extruded Round Tube and Hollow Sections for General Engineering Purposes |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 10 (Tensile Strength (as per IS 733)) |
1000.0 |
|
| 8 (Dimension) |
1000.0 |
|
| 9 (Chemical Analysis (as per IS 733)) |
5000.0 |
|
| 10 (0.2 % Proof Stress (as per IS 733)) |
1000.0 |
|
| 10 (% Elongation (as per IS 733)) |
1000.0 |
|
| 4 (Mass per meter) |
1000.0 |
|
| 4 (Anodic coating thickness, micron) |
2000.0 |
|
| 4 (Powder Coating Thickness, micron) |
2000.0 |
|
|
| 523 |
IS 1785 : Part 1 (1983) - Specification for plain hard - Drawn steel wire for prestressed concrete: Part 1 cold drawn stress - Relieved wire (Second Revision) |
Specification for plain hard - Drawn steel wire for prestressed concrete: Part 1 cold drawn stress - Relieved wire (Second Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6.4 (% Elongation) |
1000.0 |
|
| 6.2 (Proof Stress) |
1000.0 |
|
| 6.1 (Tensile Strength) |
1000.0 |
|
|
| 524 |
IS 1161 (2014) - Steel tubes for structural purposes - Specification (Fifth Revision) |
Steel tubes for structural purposes - Specification (Fifth Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 11.2 (Percentage Elongation, %) |
1000.0 |
|
| 11.2 (Yield Strength, MPa) |
1000.0 |
|
| 11.2 (Tensile Strength, MPa) |
1000.0 |
|
| 6 (Dimension) |
1000.0 |
|
| 6 (Mass per meter, kg/m) |
1000.0 |
|
| 11.3.2 (Flattening Test above 50 mm NB) |
1000.0 |
|
| 5 (Chemical Composition) |
2500.0 |
|
| 6 (Outside diameter, mm) |
500.0 |
|
| 6 (Thickness, mm) |
500.0 |
|
|
| 525 |
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) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 9.5 (Water Absorption-Annex E of -IS 2185 : Part 1) |
1000.0 |
|
| 9.4 & Table2 (Compressive Strength-Annex D of -IS 2185 : Part 1) |
4000.0 |
|
| 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 |
|
| 9.1 (General -IS 2185 : Part 1) |
500.0 |
|
|
| 526 |
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 |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 8.6 (Drying Shrinkage, in %) |
1000.0 |
|
| 8.4 (Compressive Strength, in N/mm²) |
12000.0 |
|
| 8.3 (Block Density, kg/m³) |
1000.0 |
|
| 8.2 (Dimensions (Length, width and thickness)) |
3000.0 |
|
| 8.1 (General ) |
500.0 |
|
| 8.4 (*Compressive strength (Average of 3 blocks),N/mm2) |
3000.0 |
|
| 5 (Moisture Content (as received condition), on the lines of IS 6441, %) |
1000.0 |
|
| custom (Water absorption (Annex E of IS 2185(Part 1):2005)) |
1000.0 |
|
| custom (Efflorescence -on the lines of IS 3495(3)) |
1000.0 |
|
|
| 527 |
IS 1079 (2017) - Hot rolled carbon steel sheet, plate and strip - Specification (Seventh Revision) |
Hot rolled carbon steel sheet, plate and strip - Specification (Seventh Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 10 (Cupping Test) |
2000.0 |
|
| 9 (Bend Test) |
1000.0 |
|
| 8.3 (Elongation) |
1000.0 |
|
| 8.3 (Tensile Strength for Designation Ordinary, Commercial and General purpose.) |
2000.0 |
|
| 8.3 (0.2 Proof Stress / Yield Stress (Drawing quality)) |
1000.0 |
|
| 13 (Dimensions) |
1000.0 |
|
|
| 528 |
IS 737 (2008) - Wrought aluminium and aluminium alloy sheet and strip for general engineering purposes - Specification (Fourth Revision) |
Wrought aluminium and aluminium alloy sheet and strip for general engineering purposes - Specification (Fourth Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7.2 (Bend Test) |
1000.0 |
|
| 7.1 (% Elongation at 50 mm gauge length) |
500.0 |
|
| 7.1 (0.2% Proof Stress) |
1000.0 |
|
| 7.1 (Tensile Strength) |
1000.0 |
|
| 9 (Dimensions) |
1000.0 |
|
| 6 (Titanium) |
1000.0 |
|
| 6 (Silicon) |
1000.0 |
|
| 6 (Manganese) |
1000.0 |
|
| 6 (Chromium) |
1000.0 |
|
| 6 (Magnesium) |
1000.0 |
|
| 6 (Iron) |
1000.0 |
|
| 6 (Copper) |
1000.0 |
|
| 6 (Zinc) |
1000.0 |
|
| 6 (Aluminium) |
1000.0 |
|
| 6 (Chemical Analysis (Please see Annexure)- NABL) |
6000.0 |
|
|
| 529 |
IS 15622 (2017) - Pressed Ceramic Tiles - Specification (First Revision) |
Pressed Ceramic Tiles - Specification (First Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 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), (k) (Impact resistance-Coefficient of Restitution-IS13630 (Part 14):2019) |
1000.0 |
|
| 6, Tables 5 to 9, Sl No (ii), (j) (Crazing Resistance- IS13630 (Part 9):2019) |
1500.0 |
|
| 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), (e) (Scratch Hardness of surface (Mohs' Scale)-IS13630 (Part 13):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), (b) (Modulus of rupture in N/mm²- IS13630 (Part6):2019) |
2000.0 |
|
| 6, Tables 5 to 9, Sl No (ii), (a) (Water Absorption-IS13630 (Part 2):2019) |
1000.0 |
|
| 6, Tables 5 to 9, Sl No (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 (i), (b) (Dimension-Thickness-Deviation in percent from work size -IS: 13630 (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), (a) (Dimensions-Length-IS13630 (Part1):2019) |
1000.0 |
|
| 6, Tables 5 to 9, Sl No (i), (f) (Surface Quality-IS13630 (Part1):2019) |
500.0 |
|
| 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 (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), (a) (Resistance to staining IS 13630(8)/(7):2019) |
1000.0 |
|
|
| 530 |
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 |
|
| 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 |
|
| - (Density) |
1000.0 |
|
|
| 531 |
IS 15658 (2021) - Concrete Paving Blocks - Specification ( First Revision ) |
Concrete Paving Blocks - Specification ( First Revision ) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7.3, Table 3, Sl No (i) (Water Absorption-IS 15658:2021, Annex C) |
1000.0 |
|
| 7.3, Table 3, Sl No (ii) (Compressive Strength-IS 15658:2021, Annex D) |
4000.0 |
|
| 7.2, Table2 (Dimensions & Tolerances-IS 15658:2021, Annex B) |
3000.0 |
|
| 7.1 (General quality & Finish-IS 15658:2021) |
1000.0 |
|
| 7.3, Table 3, Sl No (iii) (Abrasion Resistance-(Dry condition)-IS 15658:2021, Annex E) |
4000.0 |
|
| 7.3, Table 3, Sl No (iii) (Abrasion Resistance-(Wet condition)-IS 15658:2021, Annex E) |
4000.0 |
|
| 7.3, , Table 3, Sl No (v) (Flexural strength-IS 15658:2021, Annex G) |
4000.0 |
|
|
| 532 |
IS 12894 (2002) - Pulverized fuel ash - Lime bricks - Specification |
Pulverized fuel ash - Lime bricks - Specification |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7.3 (Efforescence) |
1000.0 |
|
| 7.4 (Water Absorption) |
1000.0 |
|
| 7.1 (Crushing Strength) |
2000.0 |
|
| 5 (Dimensions) |
500.0 |
|
| 3 (General quality) |
500.0 |
|
| 7.2 (Drying Shrinkage) |
2000.0 |
|
|
| 533 |
IS 1077 (1992) - Common burnt clay building bricks - Specification (Fifth Revision) |
Common burnt clay building bricks - Specification (Fifth Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7.3 (Efflorescence IS 3495 (Part 3) : 2019) |
1000.0 |
|
| 7.2 (Water Absorption IS 3495 (Part 2) : 2019) |
1000.0 |
|
| 7.1 (Compressive Strength-IS 3495 (Part 1) : 2019) |
2000.0 |
|
| 6 (DIMENSIONS AND TOLERANCES-IS 1077 : 1992) |
500.0 |
|
| 5 (GENERAL QUALITY IS 1077 : 1992) |
500.0 |
|
|
| 534 |
IS 16415 (2015) - Composite cement |
Composite cement |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7 (Drying Shrinkage) |
1000.0 |
|
| 7 (Compressive strength,672±4 h) |
1000.0 |
|
| 7 (Compressive strength,168±2 h) |
1000.0 |
|
| 7 (Compressive strength,72±1 h) |
1000.0 |
|
| 7 (Setting time,Final) |
250.0 |
|
| 7 (Setting time Initial) |
250.0 |
|
| 7 (Soundness-autoclave method) |
1000.0 |
|
| 7 (Soundness-Lechatlier method) |
500.0 |
|
| 7 (Fineness) |
1000.0 |
|
|
| 535 |
IS 455 (2015) - Portland slag cement - Specification |
Portland slag cement - Specification |
- View breakup
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7 (28 Days Compressive strength,672±4 h) |
1000.0 |
|
| 7 (7 Days Compressive strength,168±2 h) |
1000.0 |
|
| 7 (3 Days Compressive strength,72±1 h) |
1000.0 |
|
| 7 (Setting time,Final) |
250.0 |
|
| 7 (Setting time Initial) |
250.0 |
|
| 7 (Soundness-autoclave method) |
1000.0 |
|
| 7 (Soundness-Lechatlier method) |
500.0 |
|
| 7 (Fineness) |
1000.0 |
|
| 6 (Alkali content) |
1000.0 |
|
| 6 (Chloride content) |
700.0 |
|
| 6 (Loss on Ignition) |
700.0 |
|
| 6 (Sulphide Sulphur (S)) |
700.0 |
|
| 6 (Total Sulphur content calculated as sulphuric anhydride SO3) |
500.0 |
|
| 6 (Magnesia) |
700.0 |
|
| 6 (Insoluble residue) |
700.0 |
|
| 13 (Consistency of Cement) |
500.0 |
|
| custom (Compressive strength-24 ±2h) |
1000.0 |
|
|
| 536 |
IS 1489 (Part 1) (2015) - Portland pozzolana cement - Specification: Part 1 Fly Ash Based |
Portland pozzolana cement - Specification: Part 1 Fly Ash Based |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 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 |
|
| 7, Table 2, Sl No 4c (28 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 4a (3 Days Compressive strength, IS 4031(6):1988) |
1000.0 |
|
| 7, Table 2, Sl No 3b (Setting time-Final IS 4031(5):1988) |
250.0 |
|
| 7, Table 2, Sl No 3a (Setting time-Initial 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 |
|
| 6, Table 1, Sl No 6 (Alkali content IS 4032:1985) |
2000.0 |
|
| 6, Table 1, Sl No 5 (Chloride content, IS 4032:1985) |
800.0 |
|
| 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 2 (Magnesia IS 4032:1985) |
600.0 |
|
| 6, Table 1, Sl No 1 (Insoluble residue, IS 4032:1985) |
600.0 |
|
| 13 (Consistency of Cement) |
500.0 |
|
| 7 (Compressive strength-24 +/- 1 h) |
1000.0 |
|
| Custom (Fineness of Cement by Wet Sieving [as per IS 4031 (Part 15): 1991]) |
500.0 |
|
|
| 537 |
IS 280 (2006) - Mild steel wire for general engineering purposes (Fourth Revision) |
Mild steel wire for general engineering purposes (Fourth Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 9.2 (Wrapping Test) |
1000.0 |
|
| 9.1 (Tensile Strength) |
3000.0 |
|
|
| 538 |
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 |
| 14 (Total coated thickness, mm) |
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 |
|
| 5.1 (Carbon) |
500.0 |
|
| 5.1 (Manganese) |
500.0 |
|
| 5.1 (Sulphur) |
500.0 |
|
| 5.1 (Phosphorus) |
500.0 |
|
| 9 (Surface roughness) |
1000.0 |
|
| 14 (Thickness (As received condition), mm) |
1000.0 |
|
| TDS-1 (Base Metal Thickness (As per test request), mm) |
1000.0 |
|
| 5.1 (Aluminium) |
500.0 |
|
| 5.1 (Silicon) |
500.0 |
|
| TDS-2 (Dimension, mm) |
2000.0 |
|
|
| 539 |
IS 278 (2009) - Galvanized steel barbed wire for fencing - Specification (Fourth Revision) |
Galvanized steel barbed wire for fencing - Specification (Fourth Revision) |
- View breakup
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 12.1 (Breaking Load of Completed Barbed Wire) |
1000.0 |
|
| 12.1 (Tensile Strength of Line Wire) |
1000.0 |
|
| 12.3 (Ductility) |
1000.0 |
|
|
| 540 |
IS 9537 : Part 2 (1981) - Specification for conduits for electrical installations: Part 2 rigid steel conduits |
Specification for conduits for electrical installations: Part 2 rigid steel conduits |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 9.2 (Bend Test) |
1000.0 |
|
| 7 (Wall thickness of 63 mm nominal size) |
500.0 |
|
| 9.2 (Bending Test (With Seam on the Outside of flank)) |
500.0 |
|
| 9.2 (Bending Test (With Seam on the flank)) |
500.0 |
|
| 13 (External Influence Test (With Seam on the Outside of the Bend)) |
1000.0 |
|
| 13 (External Influence Test (With Seam on the flank)) |
1000.0 |
|
| 7 (Wall thickness) |
500.0 |
|
| 7 (Outside Diameter) |
500.0 |
|
| 7 (Outside Diameter of 50 mm nominal size) |
500.0 |
|
| 7 (Outside Diameter of 40 mm nominal size) |
500.0 |
|
| 7 (Outside Diameter of 32 mm nominal size) |
500.0 |
|
| 7 (Outside Diameter of 25 mm nominal size) |
500.0 |
|
| 7 (Outside Diameter of 20 mm nominal size) |
500.0 |
|
| 7 (Outside Diameter of 16 mm nominal size) |
500.0 |
|
| 7.2 (Checking the Minimum outside diameter.) |
750.0 |
|
| 7.2 (Checking the Maximum outside diameter) |
750.0 |
|
| 9.2 (Bending Test (With Seam on the Outside of flank)) |
500.0 |
|
| 9.2 (Bending Test (With Seam on the flank)) |
500.0 |
|
| 13 (External Influence Test (With Seam on the flank)) |
1000.0 |
|
| 13 (External Influence Test (With Seam on the Outside of the Bend)) |
1000.0 |
|
| 9.3 (Compression Test) |
3000.0 |
|
| 0.1 (Mass of Zn Coating) |
2000.0 |
|
| 0.3 (Uniformity of Zn Coating) |
1000.0 |
|
|
