391 |
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 |
|
Table 2 (Cl 6.2.1, Cl 6.2.2, Cl 6.3) (0.2% Proof Load, Breaking Strength of Strand, Total Elongation.) |
3000.0 |
|
4.5 (Workmanship and Finish) |
1000.0 |
|
4.1 (Sulphur, % by mass) |
600.0 |
|
4.1 (Phosphorus, % by mass) |
600.0 |
|
|
392 |
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 |
- View breakup
-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
6 (Chemical Composition, % by mass) |
2500.0 |
|
7 (Mechanical and physical properties (ultimate tensile load)) |
2000.0 |
|
7 (Mechanical and physical properties (Proof load test)) |
1000.0 |
|
7 (Mechanical and physical properties (Hardness,Rockwell C scale)) |
2000.0 |
|
7 (Mechanical and physical properties (Hardness,Vickers)) |
2000.0 |
|
|
393 |
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 |
|
|
394 |
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 |
|
|
395 |
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 |
|
|
396 |
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 |
|
|
397 |
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 |
|
|
398 |
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 |
|
|
399 |
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 |
|
|
400 |
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) |
3000.0 |
|
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 |
|
|
401 |
IS 2690 : Part 1 (1990) - Burnt clay flat terracing tiles- Specification Part 1 Machine made |
Burnt clay flat terracing tiles- Specification Part 1 Machine made |
- View breakup
-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
5 (Warpage IS2690(1)) |
1000.0 |
|
7 (Flexural Strength IS 2690(1)) |
2000.0 |
|
6 (Water absorption IS 2690(1)) |
1000.0 |
|
5 (Dimensions IS 2690(1)) |
500.0 |
|
|
402 |
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) |
2000.0 |
|
- (Density) |
1000.0 |
|
|
403 |
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 |
|
|
404 |
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 |
|
|
405 |
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) |
1000.0 |
|
5 (GENERAL QUALITY IS 1077 : 1992) |
500.0 |
|
|
406 |
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) |
500.0 |
|
7 (Setting time Initial) |
500.0 |
|
7 (Soundness-autoclave method) |
1000.0 |
|
7 (Soundness-Lechatlier method) |
500.0 |
|
7 (Fineness) |
1000.0 |
|
|
407 |
IS 455 (2015) - Portland slag cement - Specification |
Portland slag cement - Specification |
- View breakup
-
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) |
2000.0 |
|
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 |
|
|
408 |
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 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) |
1000.0 |
|
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 |
|
|
409 |
IS 280 (2006) - Mild steel wire for general engineering purposes (Fourth Revision) |
Mild steel wire for general engineering purposes (Fourth Revision) |
- View breakup
-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
9.2 (Wrapping Test) |
1000.0 |
|
9.1 (Tensile Strength) |
3000.0 |
|
|
410 |
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 |
|
|
411 |
IS 278 (2009) - Galvanized steel barbed wire for fencing - Specification (Fourth Revision) |
Galvanized steel barbed wire for fencing - Specification (Fourth Revision) |
- View breakup
-
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 |
|
|
412 |
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 |
|
|
413 |
IS 2062 (2011) - Hot rolled medium and high tensile structural steel - Specification (Seventh Revision) |
Hot rolled medium and high tensile structural steel - Specification (Seventh Revision) |
- View breakup
-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
15 (Dimensions) |
1000.0 |
|
12 (Impact Test (For Specified Quality Grade)) |
5000.0 |
|
11 (Bend Test - IS 1599: 2019.) |
1500.0 |
|
10 (% Elongation - IS 1608 (Part 1): 2022.) |
1000.0 |
|
10 (Yield Stress - - IS 1608 (Part 1): 2022.) |
1000.0 |
|
10 (Tensile Strength - IS 1608 (Part 1): 2022) |
1000.0 |
|
8.2 (Carbon Equivalent, %) |
500.0 |
|
8.2 (Silicon) |
500.0 |
|
8.2 (Manganese) |
500.0 |
|
8.2 (Phosphorus) |
500.0 |
|
8.2 (Sulphur) |
500.0 |
|
8.2 (Carbon) |
500.0 |
|
0 (Coating Thickness) |
2000.0 |
|
0 (Mass of Zinc Coating) |
2000.0 |
|
8 (Chemical Analysis) |
2500.0 |
|
8 (Chemical Analysis with micro-alloys) |
5000.0 |
|
8.2 (Carbon Equivalent (CE), %.) |
500.0 |
|
4 (Diameter (IS 1732), mm) |
1000.0 |
|
4 (Mass per metre (IS 1732), kg) |
1000.0 |
|
|
414 |
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 |
|
7.2 (Dimension of Socket) |
1000.0 |
|
7.1 (Dimension of Pipe) |
1000.0 |
|
10.1 (Visual Appearance) |
1000.0 |
|
9.1 (Pipe End) |
1000.0 |
|
|
415 |
FCO -1985 (1985) - The Fertiliser (Control) Order 1985 (as amended upto November 2023) |
The Fertiliser (Control) Order 1985 (as amended upto November 2023) |
- View breakup
-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
Schedule I Part A (Matter insoluble in water) |
1000.0 |
|
Schedule I Part A (Sodium (as NaCl) on dry basis) |
1000.0 |
|
Schedule I Part A (Water soluble potash (as K2O)) |
1000.0 |
|
Schedule I Part A (Water soluble phosphate (as P2O5)) |
1000.0 |
|
Schedule I Part A (Ammoniacal nitrogen) |
1000.0 |
|
Schedule I Part A (Nitrate nitrogen) |
1000.0 |
|
Schedule I Part A (Total nitrogen) |
1000.0 |
|
Schedule I Part A (Moisture) |
1000.0 |
|
Schedule I Part A (Sulphur (as S)) |
1000.0 |
|
Schedule I Part A (Urea nitrogen) |
1000.0 |
|
Schedule I Part A (Sodium as NaCl) |
1000.0 |
|
Schedule I Part A (Sodium (as NaCl) on dry basis) |
1000.0 |
|
Schedule I Part A (Total chloride (as Cl)(on dry basis)) |
1000.0 |
|
Schedule I Part A (Magnesium as MgO) |
1000.0 |
|
Schedule I Part A (Zinc (as Zn)) |
1000.0 |
|
Schedule I Part A (Boron (as B)) |
1000.0 |
|
Schedule I Part A (Cadmium (as Cd)) |
1000.0 |
|
Schedule I Part A (pH) |
1000.0 |
|
Schedule I Part A (Iron (as Fe)) |
1000.0 |
|
Schedule I Part A (Lead (as Pb)) |
1000.0 |
|
Schedule I Part A (Copper (as Cu)) |
1000.0 |
|
Schedule I Part A (Nitrogen in ammoniacal form) |
1000.0 |
|
Schedule I Part A (Total Nitrogen (ammoniacal and nitrate)) |
1000.0 |
|
Schedule I Part A (Particle size – per cent of the material retained between 1 mm and 4 mm IS sieve.) |
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 (Available Phosphorous (as P2O5)) |
1000.0 |
|
Schedule I Part A (Free Phosphoric Acid (as P2O5)) |
1000.0 |
|
Schedule I Part A (Arsenic as (As2O3)) |
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 (Water Soluble Potassium (as K2O)) |
1000.0 |
|
Schedule I Part A (Total Nitrogen (ammoniacal and urea)) |
1000.0 |
|
1 (Nitrogen) |
1000.0 |
|
1(ii) (Phosphate (as P2O5)) |
1000.0 |
|
1(iii) (Neutral ammonium citrate soluble Phosphates (as P2O5)) |
1000.0 |
|
1(iv) (Water soluble Phosphates (as P2O5)) |
1000.0 |
|
1(v) (Water soluble Potash (as K2O)) |
1000.0 |
|
1(vi) (Particle size - percent of material pass through 5.6mm IS sieve and retained on 1mm IS sieve) |
1000.0 |
|
1(vi) (Particle size - percent of material below 1mm IS sieve) |
1000.0 |
|
Schedule I Part A (Total nitrogen (all in Nitrate form)) |
1000.0 |
|
Schedule I Part A (Total chlorides (as Cl)) |
1000.0 |
|
Schedule I Part A (Sodium (as Na)) |
1000.0 |
|
1.viii (Chromium (as Cr)) |
1000.0 |
|
Schedule I Part A (Biuret) |
1000.0 |
|
Schedule I Part A (Total nitrogen (on dry basis)) |
1000.0 |
|
Schedule I Part A (Particle size —per cent of the material retained between 4 mm and 2 mm IS sieve.) |
1000.0 |
|
Schedule I Part A (Particle size—per cent of the material retrained between 1 mm and 2.8 mm IS sieve) |
1000.0 |
|
Schedule I Part A (Total Elemental Sulphur (as S)) |
1000.0 |
|
Schedule I Part A (pH (5 % solution)) |
1000.0 |
|
Schedule I Part A (Magnesium (as Mg)) |
1000.0 |
|
Schedule I Part A (Molybdenum (as Mo)) |
1000.0 |
|
Schedule I Part A (Manganese (as Mn)) |
1000.0 |
|
Schedule I Part A (Water soluble calcium (as Ca)) |
1000.0 |
|
Schedule I Part A (Arsenic (as As)) |
1000.0 |
|
1(C)6 (Water soluble Calcium (as CaO)) |
1000.0 |
|
1(C)6 (Water soluble Magnesium (as MgO)) |
1000.0 |
|
Schedule I Part A (Particle size –percent of the material retained between 0.25 mm and 1.7 mm IS sieve) |
1000.0 |
|
Schedule I Part A (Specific gravity (kg/l)) |
1000.0 |
|
Schedule I Part A (Calcium (as Ca)) |
1000.0 |
|
Schedule I Part A (Ferrous iron (as Fe)) |
1000.0 |
|
Schedule I Part A (Free acid (as H2SO4)) |
1000.0 |
|
Sch IV Pt-A (Total Nitrogen (as N)) |
1000.0 |
|
Sch IV Pt-A (Total phosphates (as P2O5)) |
1000.0 |
|
Sch IV Pt-A (pH (1:5 solution)) |
1000.0 |
|
Sch-IV Pt-A (Particle Size- Percent material passed through 4.0 mm IS Sieve) |
1000.0 |
|
Schedule I Part A (Zinc content (Expressed as Zn) in the form of Zn-EDTA) |
1000.0 |
|
Schedule I Part A (Appearance – Free flowing crystalline or powder or Tablet) |
1000.0 |
|
Schedule I Part A (Appearance) |
1000.0 |
|
Table (Solubility in Water) |
1000.0 |
|
Schedule I Part A (Particle Size) |
1000.0 |
|
Schedule I Part A (Total nitrogen all in ammoniacal form) |
1000.0 |
|
Schedule I Part A (Total sulphur (as S)) |
1000.0 |
|
Schedule I Part A (Neem Oil Content soluble in binary mixture of n-hexane-acetone (4:1)) |
1000.0 |
|
Schedule I Part A (Total Boron (as B)) |
1000.0 |
|
Schedule I Part A (Total Zinc (Zn)) |
1000.0 |
|
Custom (Calcium oxide (as CaO)) |
1000.0 |
|
Custom (Test Results (as per Annexure)) |
7500.0 |
|
Custom (Neutral ammonium citrate insoluble Phosphates (as P2O5)) |
1000.0 |
|
Schedule I Part A (DTPA soluble Zinc (as Zn)) |
1000.0 |
|
Schedule I Part A (Water soluble Zinc (as Zn)) |
1000.0 |
|
Schedule I Part A (Iron content (expressed as Fe) in the form of Fe-EDTA) |
1000.0 |
|
|
416 |
IS 1239 : Part 1 (2004) - Steel Tubes, Tubulars and Other Wrought Steel Fittings : Part 1 Steel Tubes (BI-LINGUAL) |
Steel Tubes, Tubulars and Other Wrought Steel Fittings : Part 1 Steel Tubes (BI-LINGUAL) |
- View breakup
-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
14.3 (Flattening Test on tube above 50 mm NB) |
1000.0 |
|
8.1 (Mass per meter) |
1000.0 |
|
14.1 (Tensile Strength) |
2000.0 |
|
13 (Leak proof test) |
2500.0 |
|
14.1.1(a) (% Elongation) |
1000.0 |
|
6.1.1 (Chemical composition (Carbon)) |
625.0 |
|
6.1.1 (Chemical composition (Sulphur)) |
625.0 |
|
6.1.1 (Chemical composition (Phosphorus)) |
625.0 |
|
6.1.1 (Chemical composition (Manganese)) |
625.0 |
|
8 (Dimension (Outside diameter), mm.) |
1000.0 |
|
8 (Dimensions (Thickness), mm.) |
1000.0 |
|
14.1.1(b)(1) (% Elongation) |
1000.0 |
|
14.1.1(b)(2) (% Elongation) |
1000.0 |
|
12 (Galvanizing (Mass of Zinc coating)) |
2000.0 |
|
12 (Galvanizing (Uniformity of Zinc coating)) |
1000.0 |
|
|
417 |
IS 210 (2009) - Grey iron castings - Specification (First Revision) |
Grey iron castings - Specification (First Revision) |
- View breakup
-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
16 (Brinell Hardness) |
2000.0 |
|
15 (Tensile Strength) |
2500.0 |
|
|
418 |
IS 2932 (2013) - Enamel, synthetic, exterior: (a) Undercoating (b) Finishing - Specification (Fourth Revision) |
Enamel, synthetic, exterior: (a) Undercoating (b) Finishing - Specification (Fourth Revision) |
- View breakup
-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
6.9,xiv (Wet opacity, (IS 101 (Part 4/Sec 1))) |
350.0 |
|
6.9,xiii (Keeping properties, (IS 101 (Part 6/Sec 2))) |
5000.0 |
|
6.9,xii (Accelerated storage stability test, (Annex G)) |
400.0 |
|
6.9,xi (Resistance to alkali(for finishing only), (Annex F)) |
1000.0 |
|
6.9,x (Resistance to acid (for finishing only), (Annex E)) |
1000.0 |
|
6.9,ix.b (Composition: Phthalic Anhydride Content, (IS 101 (Part 8/Sec 4))) |
350.0 |
|
6.9,ix.a (Composition: Volume solids, (IS 101 (Part 8/Sec 6))) |
350.0 |
|
6.9,viii (Flash point, (IS 101 (Part 1/Sec 6))) |
350.0 |
|
6.9,vii.b (Flexibility and adhesion:Bend test (with 6.25 mm in type 1 apparatus), (IS 101 (Part 5/Sec 2))) |
350.0 |
|
6.9,vii.a (Flexibility and adhesion:Scratch hardness (Load 1 000 g), (IS 101 (Part 5/Sec 2))) |
1500.0 |
|
6.9, vi (Colour, (IS 101 (Part 4/Sec 2))) |
350.0 |
|
6.9,v (Fineness of grind, microns (IS 101 (Part 3/Sec 5))) |
350.0 |
|
6.9,iv.b (Gloss, 60º, (IS 101 (Part 3/Sec 4))) |
350.0 |
|
6.9,iv.a (Finish, (IS 101 (Part 3/Sec 4))) |
350.0 |
|
6.9,iii.c (Drying time: Tack free, (IS 101 (Part 3/Sec 1))) |
350.0 |
|
6.9,iii.b (Drying time: Hard dry, (IS 101 (Part 3/Sec 1))) |
1000.0 |
|
6.9,iii.a (Drying time: surface dry, (IS 101 (Part 3/Sec 1))) |
1000.0 |
|
6.9,ii (Mass, kg/10litre (IS 101 (Part 1/Sec 7))) |
1200.0 |
|
6.9,i.b (Viscosity by Ford cup No. 4 at 27 ± 2°C (IS 101 (Part 1/Sec 5))) |
350.0 |
|
6.9,i. a (Consistency) |
1000.0 |
|
6.8 (Lead Restriction, (IS 101 (Part 8/Sec 4))) |
350.0 |
|
6.6 (Application Properties) |
350.0 |
|
6.5 (Thinning Properties) |
350.0 |
|
6.4 (Skin formation) |
350.0 |
|
6.3 (Freedom from Coarse Particles) |
350.0 |
|
6.2 (Condition in Container) |
350.0 |
|
6.1.1 (Composition) |
350.0 |
|
6.1.2 (Total Non-Volatile Content (IS 101 Part 8/Sec 2)) |
500.0 |
|
|
419 |
IS 14252 (2015) - Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sack for filling sand – Specification (second revision) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sack for filling sand – Specification (second revision) |
- View breakup
-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
4 (Avg. Breaking Strength of fabric after UV exposure) |
2000.0 |
|
4 (Elongation at break of fabric, Widthwise) |
2000.0 |
|
4 (Elongation at break of fabric, Lengthwise) |
2000.0 |
|
4 (Average Breaking Strength of bottom seam) |
2000.0 |
|
4 (Avg. Breaking Strength of fabric, Widthwise) |
2000.0 |
|
4 (Avg. Breaking Strength of fabric, Lengthwise) |
2000.0 |
|
4 (Mass of Sack (without tying cord)) |
2000.0 |
|
4 (Picks/dm) |
2000.0 |
|
4 (Ends/dm) |
2000.0 |
|
4 (Dimensions, Outside Width) |
2000.0 |
|
4 (Dimensions, Outside Length) |
2000.0 |
|
4 (Mass of Bale) |
2000.0 |
|
3.3 (Tying cord Material Identification) |
2000.0 |
|
3.4.1 (Mouth of Sack, Channel secured with ) |
2000.0 |
|
3.4.1 (Mouth of Sack, Channel withturn-in) |
2000.0 |
|
3.4.1 (Mouth of Sack, Channel width) |
2000.0 |
|
3.4.1 (Bottom Seam, Number of Stitchs per dm) |
2000.0 |
|
3.4.1 (Bottom Seam, Double fold seam depth) |
2000.0 |
|
3.4.1 (Bottom Seam, Outer stitch distance from outer edge) |
2000.0 |
|
3.4.1 (Bottom Seam, Two row separation distance) |
2000.0 |
|
|
420 |
IS 11652 (2017) - Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packaging of 50 kg cement – Specification (third revision) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packaging of 50 kg cement – Specification (third revision) |
- View breakup
-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
5 (Elongation at break of fabric, Widthwise) |
2000.0 |
|
5 (Elongation at break of fabric, Lengthwise) |
2000.0 |
|
5 (Breaking Strength of Top &bottom seam) |
2000.0 |
|
5 (Avg. Breaking Strength of fabric, Widthwise) |
2000.0 |
|
5 (Avg. Breaking Strength of fabric, Lengthwise) |
2000.0 |
|
5 (Mass of Sack (Gusset Type)) |
2000.0 |
|
5 (Mass of Sack (Non-Gusset type)) |
2000.0 |
|
5 (Picks/dm) |
2000.0 |
|
5 (Ends/dm) |
2000.0 |
|
5.1 (Mass of Bale) |
2000.0 |
|
5 (Dimension, Depth of valve(Non-Gusset sack)) |
2000.0 |
|
5 (Dimension, Depth of valve(Gusset sack)) |
2000.0 |
|
5 (Dimension, Width of valve) |
2000.0 |
|
5 (Dimension, Width of Sack inside) |
2000.0 |
|
5 (Dimension, Length of Sack inside) |
2000.0 |
|
4.4 (Seam Stitch, Number of Stitchs per dm) |
2000.0 |
|
4.4 (Seam Stitch, Double fold seam depth) |
2000.0 |
|
4.4 (Seam Stitch, Outer stitch distance from outer edge) |
2000.0 |
|
4.4 (Top & Bottom Seam Stitching, Two row separation distance) |
2000.0 |
|
|