| 451 |
IS 2713 : PART 1 TO 3 (1980) - Tubular Steel Poles for Overhead Power Lines |
Tubular Steel Poles for Overhead Power Lines |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 8.4 (Weight of Pole) |
1000.0 |
|
| 15.1 (Dimension of Base Plate) |
1000.0 |
|
| 8.1 (Outside Diameter (Top, Middle , Bottom Section of Pole)) |
3000.0 |
|
| 8.3 (Length (Overall Length, Top, Middle , Bottom Section of Pole)) |
4000.0 |
|
| 8.2 (Thickness (Top, Middle , Bottom Section of Pole)) |
3000.0 |
|
| 8.5 (Straightness) |
1000.0 |
|
| 7 (Freedom from defect) |
1000.0 |
|
| 10.1.3 (Deflection Test) |
1000.0 |
|
| 10.1.4 (Permanent Set Test) |
1500.0 |
|
| 10.1.5 (Drop Test) |
1000.0 |
|
| 6 (Chemical Composition (Top, Middle , Bottom Section of Pole)) |
4500.0 |
|
| 11.2 of IS 1161: 2014 (Tensile Test (Top, Middle , Bottom Section)) |
9000.0 |
|
| 11.3.2 of IS 1161: 2014 (Flattening test (Top, Middle , Bottom Section of Pole)) |
3000.0 |
|
| 13.2 (Protection against corrosion (Galvanized Test)) |
2000.0 |
|
|
| 452 |
IS 11171 (1985) - Specification for dry - Type power transformers |
Specification for dry - Type power transformers |
- View breakup
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 13.1.(a) (Measurement of Winding Resistance) |
1000.0 |
|
| 13.1.(b) (Measurement of Voltage ratio & voltage vector relationship test) |
2000.0 |
|
| 13.1.(c) (Measurement of lmpedance Voltage
,Short Circuit lmpedance and Load Loss) |
8000.0 |
|
| 13.1.(d) (Measurement of No Load Loss & Current) |
6000.0 |
|
| 13.1.(e) (Separate source Voltage withstand test) |
2500.0 |
|
| 13.1.(f) (lnduced Over voltage withstand test) |
4000.0 |
|
| 13.1(g) (Lightning Impulse Test) |
65000.0 |
|
| 13.1.(h) (Temperature Rise Test) |
40000.0 |
|
|
| 453 |
IS 4454 : Part 1 (2001) - Steel wire for mechanical springs - Specification: Part 1 cold drawn unalloyed steel wire (Third Revision) |
Steel wire for mechanical springs - Specification: Part 1 cold drawn unalloyed steel wire (Third Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 10.1 (Tensile Strength) |
3000.0 |
|
| 9 (Dimensions) |
1000.0 |
|
|
| 454 |
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 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 (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 (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), (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), (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 (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), (j) (Crazing Resistance- IS13630 (Part 9):2019) |
1500.0 |
|
| 6, Tables 5 to 9, Sl No (ii), (k) (Impact resistance-Coefficient of Restitution-IS13630 (Part 14):2019) |
1000.0 |
|
| 6, Tables 8 and 9, Sl No (ii), (q) (Bulk Density-IS13630 (Part 2):2019) |
1000.0 |
|
|
| 455 |
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 |
|
| 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 |
|
|
| 456 |
IS 10262 (2019) - Concrete Mix Proportioning — Guidelines ( Second Revision ) |
Concrete Mix Proportioning — Guidelines ( Second Revision ) |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 4 (Concrete Mix design (IS 10262:2019) with Admixture) |
35000.0 |
|
| 1 (Concrete Mix Proportioning — Guidelines (without admixture)) |
30000.0 |
|
|
| 457 |
IS 1489 : Part 2 (2015) - Portland - Pozzolana cement - Specification: Part 2 calcined clay based |
Portland - Pozzolana cement - Specification: Part 2 calcined clay based |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7, Table 2, Sl No 6 (Drying Shrinkage IS 4031(10):1988) |
1000.0 |
|
| 7, Table 2, Sl No 4c (28 Days Compressive strength, MPa- IS 4031(6):1988) |
1000.0 |
|
| 7, Table 2, Sl No 4b (7 Days Compressive strength,168±2 h, MPa- IS 4031(6):1988) |
1000.0 |
|
| 7, Table 2, Sl No 4a (3 Days Compressive strength,72±1 , MPa- IS 4031(6):1988) |
1000.0 |
|
| 7, Table 2, Sl No 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 4032(3):1988) |
1000.0 |
|
| 7, Table 2, Sl No 2a (Soundness-Lechatlier method IS 4032(3):1988) |
500.0 |
|
| 6, Table 1, Sl No 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) |
800.0 |
|
| 6, Table 1, Sl No 1 (Insoluble residue IS 4032:1985) |
800.0 |
|
|
| 458 |
IS 16227 : Part 1 (2016) - Instrument transformers: Part 1 general requirements |
Instrument transformers: Part 1 general requirements |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7.2.3.2 (Multi chopped (100) Lightning Impulse Voltage Test (CT / PT ) 220 KV Class) |
150000.0 |
|
| 7.2.3.2 (Multi chopped (100) Lightning Impulse Voltage Test (CT / PT ) 132 KV Class) |
100000.0 |
|
|
| 459 |
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 |
|
|
| 460 |
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 (iii) (Abrasion Resistance-(Wet condition)-IS 15658:2021, Annex E) |
4000.0 |
|
| 7.3, Table 3, Sl No (iii) (Abrasion Resistance-(Dry condition)-IS 15658:2021, Annex E) |
4000.0 |
|
| 7.3, Table 3, Sl No (iv) (Tensile Splitting Strength-IS 15658:2021, Annex F) |
4000.0 |
|
| 7.3, , Table 3, Sl No (v) (Flexural strength-IS 15658:2021, Annex G) |
4000.0 |
|
| 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 |
|
| 7.1 (General quality & Finish-IS 15658:2021) |
1000.0 |
|
| 7.2, Table2 (Dimensions & Tolerances-IS 15658:2021, Annex B) |
3000.0 |
|
| 3.2 (Thickness (Average Value), mm) |
1000.0 |
|
|
| 461 |
IS 516 : Part 4 (2018) - Hardened Concrete -Methods of Test -Part 4, Sampling, Preparing and Testing of Concrete Cores ( First Revision ) ( IS 516 :(Part 4):2018) |
Hardened Concrete -Methods of Test -Part 4, Sampling, Preparing and Testing of Concrete Cores ( First Revision ) ( IS 516 :(Part 4):2018) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 8 (Equivalent Compressive Strength of core samples with preparation, N/mm^2) |
5000.0 |
|
|
| 462 |
IS 13801 (2013) - Chequered Cement Concrete Tiles - |
Chequered Cement Concrete Tiles - |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 12.6 (Resistance to wear) |
2000.0 |
|
| 12.5 (Wet transverse strength) |
2000.0 |
|
| 12.4 (Water Absorption) |
1000.0 |
|
| 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 |
|
|
| 463 |
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 Not Treated - consideration of 3 Specimens) |
18000.0 |
|
|
| 464 |
IS 2074 (2015) - Ready Mixed Paint, Air Drying, Red Oxide - Zinc Chrome, Priming - Specification |
Ready Mixed Paint, Air Drying, Red Oxide - Zinc Chrome, Priming - Specification |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5.6, xii (Keeping properties) |
5000.0 |
|
| 5.6,xi (Accelerated storage stability test) |
200.0 |
|
| 5.1.1.a (chromic anhydride) |
1000.0 |
|
| 5.1.1.b (Synthetic red oxides of iron red
oxide (as Fe2O3)) |
1000.0 |
|
| 5.1.a (Pigment, percent by mass) |
1200.0 |
|
| 5.1.1.a (zinc oxide) |
500.0 |
|
| 5.6,vi (Colour) |
50.0 |
|
| 5.6,i. a (Consistency) |
200.0 |
|
| 5.6,iii.a (Drying: Surface dry) |
100.0 |
|
| 5.6,iii.b (Drying: hard dry) |
100.0 |
|
| 5.6,v (Fineness of grind, microns) |
100.0 |
|
| 5.6,vii.b (Flexibility and adhesion: Scratch hardness (load 1000g)) |
100.0 |
|
| 5.6,iv.b (Gloss, 60º) |
100.0 |
|
| 5.6,ii (Mass, kg/10litre) |
200.0 |
|
| 5.6,i. b (Viscosity by Ford cup No. 4 at 27 ± 2°C) |
200.0 |
|
| 5.6,viii (Flash point) |
500.0 |
|
| 5.6,ix (Volume solids) |
200.0 |
|
| 5.6,vii.a (Flexibility and adhesion:Bend test (with 6.25 mm dia mandrel and in type 1 apparatus)) |
100.0 |
|
| 5.6,x.c (Resistance to salt spray) |
500.0 |
|
| 5.6,x.a (Resistance to humidity) |
2500.0 |
|
| 5.5 (Lead Restriction) |
200.0 |
|
|
| 465 |
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 |
|
|
| 466 |
IS 745 (2021) - Textiles Handloom cotton bed sheets Specification (Variety-12) |
Textiles Handloom cotton bed sheets Specification (Variety-12) |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5.2 (pH) |
1000.0 |
|
| 5.2 (Scouring Loss) |
2000.0 |
|
| 5.1 (Breaking Strength - Warp) |
1500.0 |
|
| 5.1 (Mass) |
1000.0 |
|
| 5.1 (Ends/dm) |
500.0 |
|
| 4.1 (Composition of Yarn) |
3000.0 |
|
| 5.1 (Breaking Strength - Weft) |
1500.0 |
|
| 5.1 (Picks/dm) |
500.0 |
|
| Firm's Requirement (Water Soluble Matter) |
2000.0 |
|
| Firm's Requirement (Residual Starch Content) |
2000.0 |
|
|
| 467 |
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 (Tensile Strength, MPa) |
1000.0 |
|
| 11.2 (Yield Strength, MPa) |
1000.0 |
|
| 11.2 (Percentage Elongation, %) |
1000.0 |
|
| 6 (Mass per meter, kg/m) |
1000.0 |
|
| 6 (Dimension) |
1000.0 |
|
| 11.3.1 (Cold Bend Test up to 50 mm NB) |
1000.0 |
|
| 11.3.2 (Flattening Test above 50 mm NB) |
1000.0 |
|
| 7 (Workmanship) |
1000.0 |
|
| 8 (Coating thickness, micron) |
2000.0 |
|
| 5 (Chemical Composition) |
2500.0 |
|
| 0 (Adhesion Test) |
1000.0 |
|
| 0 (Mass of Zinc Coating) |
1500.0 |
|
| 0 (Salt Spray Test) |
60000.0 |
|
|
| 468 |
IS 1182 (1983) - Recommended - Practice for radiographic examination of fusion welded butt joints in steel plates (Second Revision) |
Recommended - Practice for radiographic examination of fusion welded butt joints in steel plates (Second Revision) |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| Clause 9.1 (Preparation of Weld assembly for Radiography test) |
4000.0 |
|
| Clause 9.1 of IS 814:2004 (Weld Assembly Preparation For Radiography Test) |
5000.0 |
|
| 9.6 (Radiographic Test) |
2000.0 |
|
|
| 469 |
IS 814:2004 - Covered electrodes for manual metal arc welding of carbon and carbon manganese steel - Specification (Sixth Revision) |
Covered electrodes for manual metal arc welding of carbon and carbon manganese steel - Specification (Sixth Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 9.6 (Radiographic Test-IS 1182) |
1000.0 |
|
| 9.1.1 (Preparation of Weld assembly) |
4000.0 |
|
| 9.1.1 (Preparation of Weld Assembly (For Radiography Test)) |
5000.0 |
|
| 8.2 (Combined limit for Mn+Ni+Cr+Mo+V) |
500.0 |
|
| 8.2 (Vanadium) |
500.0 |
|
| 8.2 (Molybdenum) |
500.0 |
|
| 8.2 (Chromium) |
500.0 |
|
| 8.2 (Nickel) |
500.0 |
|
| 8.2 (Phosphorus) |
500.0 |
|
| 8.2 (Sulphur) |
500.0 |
|
| 8.2 (Manganese) |
500.0 |
|
| 8.2 (Silicon) |
500.0 |
|
| 8.2 (Carbon) |
500.0 |
|
| 9.5 (Diffusible Hydrogen Evaluation Test-IS 11802) |
5000.0 |
|
| 5.1.2 (Efficiency (EE) as per IS 13043) |
4000.0 |
|
| 9.2 (Butt Weld Bend Test -IS 1599) |
8000.0 |
|
| 9.1.3 (Impact Strength-Annex F) |
3000.0 |
|
| 9.1.2 (Percentage Elongation on Gauge Length-Annex F) |
1000.0 |
|
| 9.1.2 (Yield Stress -Annex F) |
1000.0 |
|
| 9.1.2 (Ultimate Tensile Strength -Annex F) |
1000.0 |
|
| 7.3 (Concentricity of Flux Covering With Core Wire) |
250.0 |
|
| 7.2.2 (Arc striking End) |
500.0 |
|
| 7.2.1 (Contact End) |
500.0 |
|
| 7.1.2 (Length of Electrode) |
500.0 |
|
| 9.5 (Diffusible Hydrogen Evaluation Test-IS 11802) |
5000.0 |
|
| 7.4 (Defects of Core Wire and Coverings) |
250.0 |
|
| B7 (Coating Ratio) |
500.0 |
|
| 9.3 (Running Performance Test) |
2000.0 |
|
|
| 470 |
IS 14587 (1998) - Prelaminated Medium Density Fibre Board -specification |
Prelaminated Medium Density Fibre Board -specification |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 10.14 (Resistance to Stain-IS 14587:1998 Annex F) |
1500.0 |
|
| 10.13 (Resistance to Cigarette Burn-IS 14587:1998 Annex E) |
500.0 |
|
| 10.12 (Resistance to Crack-IS 14587:1998 Annex D) |
500.0 |
|
| 10.11 (Resistance to Steam-IS 14587:1998 Annex C) |
500.0 |
|
| 10.10, Table 1, Sl No 1.9 (Resistance to Surface Abrasion-IS 14587:1998 Annex B) |
5000.0 |
|
| 10. 9, Table 1, Sl No 1.8 (Screw Withdrawal Test -IS 2380 (Part 14):1977) |
1500.0 |
|
| 10. 8, Table 1, Sl No 1.7 (Tensile strength perpendicular to surface after ageing-IS 14587:1998 & -IS 2380 (Part 5):1977) |
2000.0 |
|
| 10.7, Table 1, Sl No 1.6 (Tensile strength perpendicular to surface-IS 2380 (Part 5):1977) |
2000.0 |
|
| 10.6, Table 1, Sl No 1.4 & 1.5 (Modulus of Rupture and Modulus of Elasticity-IS 2380 (Part 4):1977) |
2500.0 |
|
| 10.5,Table 1, Sl No 1.3 (Thickness swelling-IS 2380 (Part 17):1977) |
1500.0 |
|
| 10.4, Table 1, Sl No 1.2 (Water Absorption-IS 2380 (Part 16):1977) |
1000.0 |
|
| 10.3 (Moisture Content-IS 2380 (Part 3):1977) |
1000.0 |
|
| 10.2, Table 1, Sl No 1.1 (Density-IS 2380 (Part 3):1977) |
500.0 |
|
| 8 (Dimension & Tolerances-IS 12406) |
500.0 |
|
|
| 471 |
IS 12823 (2015) - Wood Products - Prelaminated Particle Boards -Specification |
Wood Products - Prelaminated Particle Boards -Specification |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 10.14 (Resistance to Stain-IS 12823:2015 Annex G) |
1500.0 |
|
| 10.13 (Resistance to Cigarette Burn-IS 12823:2015 Annex F) |
500.0 |
|
| 10.12 (Resistance to Crack-IS 12823:2015 Annex E) |
500.0 |
|
| 10.11 (Resistance to Steam-IS 12823:2015 Annex D) |
500.0 |
|
| 10.10 Table 2, Sl No (ix) (Abrasion Resistance-IS 12823:2015 Annex C) |
5000.0 |
|
| 10.9, Table 2, Sl No (viii) (Screw Withdrawal Strength -IS 2380 (Part 14):1977) |
1500.0 |
|
| 10.8, Table 2, Sl No (vii) (Tensile strength perpendicular to surface after ageing-IS 12823:2015 &-IS 2380 (Part 5):1977) |
2000.0 |
|
| 10.7 Table 2, Sl No (vi) (Tensile strength perpendicular to surface-IS 2380 (Part 5):1977) |
2000.0 |
|
| 10.6Table 2, Sl No (v) (Modulus of Rupture & Modulus of Elasticity-IS 2380 (Part 4):1977) |
2500.0 |
|
| 10.5 Table 2, Sl No (iv) (Swelling in Water-IS 2380 (Part 17):1977) |
1000.0 |
|
| 10.4 Table 2, Sl No (iii) (Water Absorption-IS 2380 (Part 16):1977) |
1000.0 |
|
| 10.3 (Moisture Content-IS 2380 (Part 3):1977) |
1000.0 |
|
| 10.2, Table 2, Sl No (i) & (ii) (Density-IS 2380 (Part 3):1977) |
500.0 |
|
| 8 (Dimension & Tolerances-IS 12823:2015 Annex B) |
500.0 |
|
|
| 472 |
IS 3087 (2005) - Practicle boards of wood and other lingnocellulosic materials (medium density) for general purposes -Specification |
Practicle boards of wood and other lingnocellulosic materials (medium density) for general purposes -Specification |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 11.9.1, Table 1, Sl No.(ix), a & b (Tensile strength perpendicular to surface after cyclic/accelerated water resistance test-IS 2380 (Part 5):1977) |
2000.0 |
|
| 11.10, Table 1, Sl No.(x) (Screw Withdrawal Strength-IS 2380 (Part 14):1977) |
1500.0 |
|
| 11.9, Table 1, Sl No.(viii) (Tensile strength perpendicular to surface-IS 2380 (Part 5):1977) |
2000.0 |
|
| 11.8, Table 1, Sl No.(vi) & (vii) (Modulus of Rupture and Modulus of Elasticity-IS 2380 (Part 4):1977) |
2500.0 |
|
| 9.6 (Workability-IS 3087:2005) |
2000.0 |
|
| 9.5 & 11.7Table 1, Sl No.(v) , (Swelling due to surface absorption-IS 2380 (Part 17):1977) |
2000.0 |
|
| 9.4 & 11.6, Table 1, Sl No.(iii) & (iv) (Swelling in water-IS 2380 (Part 17):1977) |
1500.0 |
|
| 9.3 & 11.5, Table 1, Sl No.(ii) (Water Absorption-IS 2380 (Part 16):1977) |
1000.0 |
|
| 9.2 & 11.4 (Moisture content-IS 2380 (Part 3):1977) |
1000.0 |
|
| 9.1 & 11.3, Table 1, Sl No.(i) (Density-IS 2380 (Part 3):1977) |
500.0 |
|
| 8 and 11.2 (Dimensions and Tolerances-IS 2380 (Part 2):1977) |
500.0 |
|
|
| 473 |
IS 2202 : Part 1 (2023) - Wooden flush door shutters (Solid Core Type) - Specification: Part 1 plywood face panels (Sixth Revision) |
Wooden flush door shutters (Solid Core Type) - Specification: Part 1 plywood face panels (Sixth Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 11.15 (Screw Withdrawal Resistance Test-IS 4020 (Part 16):1998) |
1500.0 |
|
| 11.14 (Glue Adhesion Test-IS 4020 (Part 15):1998 for BWP and (60± 2)°C for MR) |
1000.0 |
|
| 11.13 (Knife test-IS 4020 (Part 14):1998) |
1000.0 |
|
| 11.12 (End Immersion Test-IS 4020 (Part 13):1998 for BWP and 3cycle for MR) |
1000.0 |
|
| 11.11 (Varying Humidity Test-IS 4020 (Part 12):1998) |
3000.0 |
|
| 11.10 (Misuse Test-IIS 4020 (Part 11):1998) |
1000.0 |
|
| 11.9.2 or 11.9.3 (Slamming Test-Cl 2.1 or 3.1 of IS 4020 (Part 10):1998) |
1000.0 |
|
| 11.8 (Buckling Test-IS 4020 (Part 9):1998) |
1500.0 |
|
| 11.7.1 and 11.7.2 (Shock Resistance test- Cl 2.1 & 3.1 of IS 4020 (Part 8):1998) |
1500.0 |
|
| 11.6 (Edge loading test-IS 4020 (Part 7):1998) |
1500.0 |
|
| 11.5 (Flexure Test-IS 4020 (Part 6):1998) |
1000.0 |
|
| 11.4 (Impact Indentation-IS 4020 (Part 5):1998) |
1000.0 |
|
| 11.3 (Local planeness Test-IS 4020 (Part 4):1998) |
1000.0 |
|
| 11.2 (General Flatness-IS 4020 (Part 3):1998) |
1000.0 |
|
| 11.1 (Dimensions and Squareness-IS 4020 (Part 2):1998) |
2000.0 |
|
| 9 (Workmanship and Finish-IS 2202 (Part 1):1999) |
1000.0 |
|
|
| 474 |
IS 303 (1989) - Plywood for General Purposes - |
Plywood for General Purposes - |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 11.2.2 (Glue Adhesion-Mycological Test -IS 1734 (Part 7):1983 & IS 1734 (Part 5):1983) |
1500.0 |
|
| 11.2.1 (Glue Adhesion-Water Resistance Test- IS 303:1989 & IS 1734 (Part 5):1983) |
2000.0 |
|
| 11.4 & Table 4 (Static Bending Strength-IS 1734 (Part 11):1983) |
3000.0 |
|
| 11.3 (Moisture content-IS 1734 (Part 1):1983) |
1000.0 |
|
| 9 (Workmanship & Finish-IS 303:1989) |
1500.0 |
|
| 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 |
|
|
| 475 |
IS 4990 (2011) - Plywood for concrete shuttering works - Specification (Third Revision) |
Plywood for concrete shuttering works - Specification (Third Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 8 (Workmanship & Finish- IS 4990:2011,) |
1000.0 |
|
| 10.1.8, Table 3 (Wet Bending Strength--IS 4990:2011 & IS 1734 (Part 11):1983) |
2000.0 |
|
| 10.1.7, Table 2 (Static Bending Strength-IS 1734 (Part 11):1983) |
2000.0 |
|
| 10.1.6 (Tensile Strength-IS 1734 (Part 9):1983) |
2500.0 |
|
| 10.1.5.2 (Glue Adhesion, after Mycological Test-IS 1734 (Part 7):1983 & IS 1734 (Part 5):1983 -) |
500.0 |
|
| 10.1.5.1 (Glue Shear Strength, after Mycological Test-IS 1734 (Part 7):1983 & IS 1734 (Part 4):1983) |
2000.0 |
|
| 10.1.3.1.2 (Glue Adhesion, after, after water resistance-IS 4990:2011 & IS 1734 (Part 5):1983) |
500.0 |
|
| 10.1.3.1.1 (Glue Shear Strength, after Water Resistance-IS 4990:2011 & IS 1734 (Part 4):1983) |
2000.0 |
|
| 10.1.2.2 (Adhesion of Plies in dry state-IS 1734 (Part 5):1983) |
1000.0 |
|
| 10.1.2.1 (Glue Shear Strength in dry state-IS 1734 (Part 4):1983) |
2000.0 |
|
| 10.1.1 (Moisture content-IS 4990:2011 & IS 1734 (Part 1):1983) |
1000.0 |
|
| 7 (Dimension and Tolerances- IS 4990:2011, Annex C) |
1000.0 |
|
|
| 476 |
IS 1659 (2004) - Block boards - Specification (Fourth Revision) |
Block boards - Specification (Fourth Revision) |
- View breakup
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 8.1.3 (Defects--IS 1659:2004, Clause 6.3.3 and IS 303 / IS 1328) |
1000.0 |
|
| 9.2.6 (Spot Test-IS 1659:2004, Clause 8.2.3 & Annex K) |
2000.0 |
|
| 9.2.5 (Modulus of Rupture & Modulus of Elasticity-IS 1659:2004, Clause 8.2.3 & Annex J) |
2000.0 |
|
| 9.2.4 (Mycological Tests-IS 1659:2004, Clause 8.2.3 & Annex H) |
2000.0 |
|
| 9.2.3 (Adhesion of Plies-IS 1659:2004, Clause 8.2.3 & Annex G) |
1000.0 |
|
| 9.2.2 (Water Resistance Test -IS 1659:2004, Clause 8.2.3 & Annex F and G) |
2000.0 |
|
| 9.2.1 (Dimensional Changes caused by Humidity-IS 1659:2004, Clause 8.2.3 & Annex E) |
1000.0 |
|
| 7, 8.1.4, and 8.1.5 (Dimension & Tolerances-IS 1659:2004, Annex D) |
1000.0 |
|
| 4.5 (Moisture content) |
1000.0 |
|
|
| 477 |
IS 1180 : Part 1 (2014) - Outdoor Type Oil Immersed Distribution Transformers - Specification Part 1 Mineral Oil Immersed (Fourth Revision) (1100 kVA to 2 500 kVA) [1100 kVA to 2 500 kVA] |
Outdoor Type Oil Immersed Distribution Transformers - Specification Part 1 Mineral Oil Immersed (Fourth Revision) (1100 kVA to 2 500 kVA) |
- View breakup
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 21.3(b) (Temperatur Rise Test) |
40000.0 |
|
| 21.2(a) (Measurement of Winding Resistance) |
1000.0 |
|
| 21.2(b) (Measurement of voltage ratio and,check ofvoltage vector relationship) |
2000.0 |
|
| 21.5.1.121.5.2.121.5.3.1 (Vacuum Pressure (Type Test)) |
20000.0 |
|
| 21.5.1.221.5.2.221.5.3.2 (Pressure test (routine)) |
5000.0 |
|
| 21.4.(d) (Adhesion by Tape Test) |
5000.0 |
|
| 21.5.1.321.5.2.321.5.3.3 (Oil leakage test) |
7000.0 |
|
| 21.2(c) (Measurement of impedance voltage (principal tapping), shortcurcuit impedance and load loss (At 50% and 100% load)) |
8000.0 |
|
| 7.9 & 8.9 (Measurement of Permissible flux density and over fluxing) |
20000.0 |
|
| 21.4( c) (Measurement of No load current at 112.5 percent voltage) |
2000.0 |
|
| 21.2(e) (Measurement of insulation resistance) |
1500.0 |
|
| 21.2(d) (Measurement of no Load and loss and current) |
6000.0 |
|
| 21.2(f) (lnduced Over Voltage withstand test) |
4000.0 |
|
| 21.4(a) (Determination of sound levels) |
7000.0 |
|
| 21.4( e) (BDV of Oil in the tranformer) |
10000.0 |
|
| 21.3(a) (Impulse Voltage) |
65000.0 |
|
| 21.2(g) (AC High Voltage Withstand Test) |
2500.0 |
|
| 21.3(a) (Impulse Voltage) |
65000.0 |
|
| 21.3(a) (lmpulse Voltage) |
65000.0 |
|
| 21.3(a) (lmpulse Voltage) |
65000.0 |
|
| 21.3(a) (lmpulse Voltage) |
65000.0 |
|
| As per CBIP Pub No. 317 Cl. 3.17 (Magnetic Balance Test) |
5000.0 |
|
| As per CBIP Manual No. 317 Cl. (Harmonics of No-load Current) |
15000.0 |
|
| As per CBIP No. 317 Cl. 3.10 (Zero Sequence Impedance Measurement) |
5000.0 |
|
| As per CBIP No. 317 Cl. 3.10 (Magnetic Balance Test) |
5000.0 |
|
| N.A. (Unbalance Current) |
5000.0 |
|
|
| 478 |
IS 516 : Part 1 : Sec 1 (2021) - Hardened concrete methods of test part 1 testing of strength of hardened concrete section 1 compressive,flexucal and split tensile strength (First Revision) |
Hardened concrete methods of test part 1 testing of strength of hardened concrete section 1 compressive,flexucal and split tensile strength (First Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 3 (Compressive Strength of CC Cube 1 set IS 516 (Part1)/Sec1:2021) |
1200.0 |
|
|
| 479 |
IS 9103 (1999) - Specification for Concrete Admixtures - |
Specification for Concrete Admixtures - |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 8.2.1 (Comparative Compressive strength for one duration of concrete) |
5000.0 |
|
| 7.2.1 (Slump of Control Concrete Mix at 15 Minutes) |
2000.0 |
|
| 9 (pH) |
1000.0 |
|
| 9 (Chloride ion content) |
1000.0 |
|
| 9 (Relative density) |
1000.0 |
|
| 9 (Ash content) |
1000.0 |
|
| 9 (Dry Material content) |
1000.0 |
|
| 7.2.3 (Setting time of concrete additive allowable Deviation from control sample) |
2000.0 |
|
| Cl. 9 (Please see the Annexure (Customer Requirement)) |
11000.0 |
|
|
| 480 |
IS 6911 (2017) - Stainless steel plate, sheet and strip - Specification (Second Revision) |
Stainless steel plate, sheet and strip - Specification (Second Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 10 (Tensile strength) |
1000.0 |
|
| 10 (Hardness ) |
2000.0 |
|
| 10 (Elongation) |
1000.0 |
|
| 10 (Yield Stress) |
1000.0 |
|
| 6 (Visual examination) |
1000.0 |
|
| 7 (Chemical Analysis (PLEASE SEE THE ANNEXURE) NABL) |
5000.0 |
|
| 0 (Dimensions) |
1000.0 |
|
| 0 (Mass per metre, kg) |
1000.0 |
|
| 7.1&7.2,Table 1 (Chemical Analysis (Please see Annexure)- NON NABL) |
1000.0 |
|
| 0 (Hydrostatic Pressure Test) |
5000.0 |
|
|
