| 391 |
IRS : TC 30-05 - UNDERGROUND RAILWAY JELLY FILLED QUAD CABLES FOR SIGNALLING AND TELECOM INSTALLATIONS |
UNDERGROUND RAILWAY JELLY FILLED QUAD CABLES FOR SIGNALLING AND TELECOM INSTALLATIONS |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 3.1.1 (Diameter mm (Nominal) - 0.90
Tolerance mm - +-0.02
Maximum Resistance Ohm/ Km at 20 deg C
Each core - 28
Loop - 56) |
1000.0 |
|
| 3.1.2 (The conductor shall be uniformly drawn, circular in Closs-section, uniform III qiI<lhty, free
from splits, cracks, corrosion and other surface imperfectIons) |
100.0 |
|
| 3.1.3 (No joints shall be made in the conductor except in exceptional cases where It IS
necessary to join conductors during manufacture, it shall fulfill. the requirements of clause
3.1.) |
1.0 |
|
| 5.5.1 (The diameter of the conductor shall be measured on the finished sample. The measurement shall be made atleast at three different points with two readings at 90 degree along the length of the sample.) |
1.0 |
|
| 5.5.2 (A sample of wire taken from finished cable, when tested shall have elongation at fracture of not less than 23 d for diameter O.9 mm) |
1.0 |
|
| 5.7.1 (Determination of the thickness of insulation of round cores and sheath shall be made on a
representative sample of the cable approximately one meter long taken from the drum length of the cable.) |
1.0 |
|
| 5.7.2 (The measurement in case of conductor insulation, inner, intermediate and outer sheath shall
be made at three different points at interval of not less than 75 mm along the length of the
sample and at each point the minimum thickness or the'insulation inner, intermediate &
outer sheath shall be measured along with two more readings made at equidistant points
around the periphery.) |
1.0 |
|
| 3.8.3 (The number and the size of the aluminium wires/strips used for screening shall be such as to comply with the requirements of Cl 5.9.9) |
200.0 |
|
| 3.8.4 (The layer of the aluminium wires/ strips used for screening shall be compact and the length of the lay shall be high.) |
200.0 |
|
| 3.8.5 (The minimum tensile strength of Aluminium screen shall be 15 Kg/ Sqmm) |
200.0 |
|
| 3.8.6 (The innermost layer of the screening shall have left hand lay and the sucessive layer shall be laid with opposite lay.) |
200.0 |
|
| 3.8.7 (Drift expansion test to IS 2335-1985 shall be carried out on a test piece of length twice the external dia of the tube by conical mandrel having height three times its base diameter.) |
200.0 |
|
| 3.8.8 (Flattening test to IS. 2328- 1983 shall be carried out on a test piece of not less than 50 mm long cut from each selected tube.) |
200.0 |
|
| 3.9.1 (The aluminium screen shall be wrapped with a single layer of woven tape impregnated with Barium Chromate with minimum 20% overlap.) |
500.0 |
|
| 3.9.2 (The tape used shall be fine woven cloth tape of about 0.15 mm thickness.) |
200.0 |
|
| 3.10.7 (The test shall be conducted on PVC intermediate sheath in accprdance with BS 6169 or any approved method.) |
1000.0 |
|
| 5.8.1.1 (The test shall be conducted in accordance with the procedure laid down in IS 10810 (Part-7)) |
500.0 |
|
| 5.8.1.2 (The values after ageing for tensile strength and % elongation shall not be less than given in Cl 5.8.1) |
500.0 |
|
| 5.8.1.3 (The values of all the four samples in case of each sheath shall be averaged and then % variation calculated.) |
1.0 |
|
| 5.8.2.4 (A sample shall be cut from the cable sheath, 50 mm long measured along the axis. 12 mm wide and the same thickness as the cable sheath) |
1000.0 |
|
| 5.8.11 (The test to be conducted in accordance with the procedure laid down in IS 10810 (Part 60)) |
500.0 |
|
| 3.3 (i) Four conductors insulated as above shall be stranded to form a star, quad. each;
conductors diagnolly opposite forming one pair and the remaining two diagonally OPPOS);
conductors furming the second pairs of the quad.
ii) The lays of the conductors forming the quads shall differ for adjacent quads. The lay of the
conductor shall be so chosen as to ensure that the cross talk between the pairs in the cable minimum.) |
1000.0 |
|
| 3.4 (Each quad shall retain its size) |
1.0 |
|
| 3.12 (Visual Inspection and Marking) |
100.0 |
|
| 5.8.22 (Visual Inspection and Marking) |
100.0 |
|
| 5.9.1 (HV Test to be carried out) |
2000.0 |
|
| 5.9.2 (Insulation resistance Test) |
1000.0 |
|
| 5.9.3 (Conductor Resistance Test) |
1.0 |
|
| 5.6.3.1 (Mass of Zinc Coating test) |
3000.0 |
|
| 5.8.2.3 (Shrinkage Test of PE Insulation) |
1000.0 |
|
| 5.8.2.2 (Shrinkage Test of PVC Sheaths) |
1000.0 |
|
|
| 392 |
IS 191 (2007) - Copper - Specification (Fourth Revision) |
Copper - Specification (Fourth Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7.1 (Selenium+Tellurium) |
2000.0 |
|
| 7.1 (Zinc ) |
1000.0 |
|
| 7.1 (Tin ) |
1000.0 |
|
| 7.1 (Tellurium) |
1000.0 |
|
| 7.1 (Selenium) |
1000.0 |
|
| 7.1 (Oxygen) |
5000.0 |
|
| 7.1 (Lead ) |
1000.0 |
|
| 7.1 (Bismuth) |
1000.0 |
|
| 7.1 (Antimony) |
1000.0 |
|
| 7.1 (Arsenic ) |
2000.0 |
|
| 7.1 (Nickel ) |
1000.0 |
|
| 7.1 (Sulphur) |
1000.0 |
|
| 7.1 (Iron ) |
1000.0 |
|
| 7.1 (Phosphorus ) |
1000.0 |
|
| 7.1 (Silver ) |
1000.0 |
|
| 7.1 (Copper + Silver ) |
2000.0 |
|
|
| 393 |
IS 110 (2017) - Ready mixed paint, brushing, grey filler, for enamels for use over primers - Specification (Third Revision) |
Ready mixed paint, brushing, grey filler, for enamels for use over primers - Specification (Third Revision) |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 4.3xiii (Keeping properties) |
5000.0 |
|
|
| 394 |
IS 158 (2015) - Ready mixed paint, brushing, bituminous, black, acid, alkali and heat resisting - Specification (Fourth Revision) |
Ready mixed paint, brushing, bituminous, black, acid, alkali and heat resisting - Specification (Fourth Revision) |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 4.3,xvi (Keeping properties) |
500.0 |
|
| 4.3,xv (Flash Point) |
500.0 |
|
| 4.3,xiv (Resistance to heat) |
200.0 |
|
| 4.3,xiii (Resistance to alkali) |
1000.0 |
|
| 4.3,xii (Resistance to acid) |
2000.0 |
|
| 4.3,xi (Volatile matter, percent by mass) |
200.0 |
|
| 4.3,x (Protection against corrosion under conditions of condensation) |
2000.0 |
|
| 4.3, ix (Stripping Test) |
1000.0 |
|
| 4.3, viii (Flexibility and adhesion, bend test with 6.25
mm dia mandrel and type 1 apparatus) |
1000.0 |
|
| 4.3,vii (Water Content,percent by mass) |
100.0 |
|
| 4.3,vi (Mass, kg/10litre) |
100.0 |
|
| 4.3,v (Colour) |
100.0 |
|
| 4.3,iv (Wet opacity) |
500.0 |
|
| 4.3,iii (Finish) |
100.0 |
|
| 4.3,ii (Consistency) |
1000.0 |
|
| 4.3,i (Drying time : Hard dry) |
1000.0 |
|
| 4.2 (Lead Restrictions) |
1500.0 |
|
|
| 395 |
IS 383 for fine aggregate (2016) - Coarse and fine aggregate for Concrete |
Coarse and fine aggregate for Concrete |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 9 (Test for Alkali aggregate reaction- Chemical method
(IS 2386(Part 7):1963)) |
3000.0 |
|
| Clause 5.7 Table 3 (TOTAL ALKALI CONTENT as Na2O EQUIVALENT) |
1000.0 |
|
| 5.7 TABLE 3 (TOTAL SULPHATE CONTENT as SO3) |
1000.0 |
|
| 5.7 TABLE 3 (ACID SOLUBLE CHLORIDE CONTENT) |
1000.0 |
|
| 6 (Test for Silt content- (CPWD Specification)) |
1000.0 |
|
| 6.3 (Sieve analysis/Particle size distribution) |
2000.0 |
|
| 2 (Test for Specific Gravity
(IS:2386(part -III)1963)) |
500.0 |
|
| 4 (Test for Bulk Density-Loose condition
( IS:2386(part -III)1963)) |
500.0 |
|
| 5 (Test for Bulk Density-Compacted condition
( IS:2386(part -III)1963)) |
500.0 |
|
| 3 (Test for Water absorption
(IS:2386(part -III)1963)) |
1000.0 |
|
| 7 (Deleterious Materials) |
2000.0 |
|
| 10 (Test for bulking of sand) |
1000.0 |
|
| 8 (Test for Soundness of Aggregate (IS 2386(Part 5):1963)) |
2000.0 |
|
| 7 (Deleterious Materials) |
2000.0 |
|
|
| 396 |
IS 1171 (2011) - Ferromanganese - Specification (Fifth Revision) |
Ferromanganese - Specification (Fifth Revision) |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 3.1.3 Ferromanganese High Carbon (Manganese Content %) |
2000.0 |
|
| 3.1.3 Ferromanganese High Carbon (Carbon %) |
1500.0 |
|
| 3.1.3 High carbon ferromanganese (Silicon %) |
1500.0 |
|
| 3.1.3 Ferromanganese High Carbon (Sulphur %) |
1500.0 |
|
| 3.1.3 Ferromanganese High Carbon (Phosphorus (as P)%) |
1500.0 |
|
|
| 397 |
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) |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7 (Chemical Analysis) |
2500.0 |
|
| 8.3 (0.2 Proof Stress / Yield Stress (Drawing quality)) |
1000.0 |
|
| 8.3 (Tensile Strength for Designation Ordinary, Commercial and General purpose.) |
2000.0 |
|
| 8.3 (Elongation) |
1000.0 |
|
| 9 (Bend Test) |
1000.0 |
|
| 13 (Dimensions) |
1000.0 |
|
| 1 (Mass of Zinc Coating) |
2000.0 |
|
|
| 398 |
IS 2339 (2013) - Aluminium paints for general purposes - Specification (First Revision) |
Aluminium paints for general purposes - Specification (First Revision) |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5.3 ix (Keeping properties) |
5000.0 |
|
| 5.3viii (Flash point) |
2000.0 |
|
| 5.3 vii (Resistance to humidity under condition of condensation) |
3000.0 |
|
| 5.3 vi (Flexibility and adhesion, bend test usingType 1 apparatus and 6.25 mm dia Mandrel) |
200.0 |
|
| 5.3 v (Wet Opacity) |
500.0 |
|
| 5.3 iv (Mass) |
200.0 |
|
| 5.3 iii (Finish) |
200.0 |
|
| 5.3 ii (Consistency) |
200.0 |
|
| 5.3 i (Drying Time Hard dry) |
200.0 |
|
| 5.2 (Lead Resistrction) |
500.0 |
|
| 5.1.1 (Leafing Value) |
1500.0 |
|
| 5.1 (Compostion) |
200.0 |
|
|
| 399 |
IS 299 (2012) - Alumino - Ferric - Specification (Fifth Revision) |
Alumino - Ferric - Specification (Fifth Revision) |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 4.2 (Selenium (as Se)) |
1000.0 |
|
| 4.2 (Cadmium (as Cd)) |
500.0 |
|
| 4.2 (Chromium (as Cr)) |
500.0 |
|
| 4.2 (Manganese (as Mn)) |
500.0 |
|
| 4.2 (Mercury (as Hg)) |
1000.0 |
|
| 4.2 (Arsenic (as As2O3)) |
1000.0 |
|
| 4.2 (Lead (as Pb)) |
500.0 |
|
| 4.2 (Free acidity (As H2SO4), Basicity ( as Al2O3),) |
1000.0 |
|
| 4.2 (pH (of 5 percent aqueous solution),) |
1000.0 |
|
| 4.2 (Water soluble aluminium compounds (as Al2O3)) |
1000.0 |
|
| 4.2 (Total soluble iron compound (as Fe2+ and Fe3+)) |
1000.0 |
|
| 4.2 (Insouble matter) |
1000.0 |
|
| 4.2 (Anionic detergents (as MBAS), parts per million) |
1000.0 |
|
| 4.2 (Phenolic compounds (as C6H5OH), parts per million) |
1000.0 |
|
|
| 400 |
IS 15489 (2013) - Paint, plastic emulsion - Specification (First Revision) |
Paint, plastic emulsion - Specification (First Revision) |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6.12 (Toxic metals such
as lead, cadmium, chromium (VI)) |
3600.0 |
|
| 6.12 (Volatile organic compounds,) |
2000.0 |
|
| 6.1 (Keeping properties) |
5000.0 |
|
| 6.5 (Mass in kg/10 litre (IS 101 (Part 1/Sec 7))) |
500.0 |
|
| 6.11 (Recoating properties, (Annexure J of IS 15489:2013)) |
2000.0 |
|
| 6.11 (Resistance to alkali (Annexure F of IS 15489:2013)) |
500.0 |
|
| 6.11 (Accelerated storage stability test (Annexure H of IS 15489:2013)) |
700.0 |
|
| 6.11 (Colour (Annexure E of IS 15489:2013)) |
100.0 |
|
| 6.11 (Gloss at 60 degree d) Class D, (IS 101 (Part 4/Sec 4))) |
200.0 |
|
| 6.11 (Gloss at 60 degree c) Class C, (IS 101 (Part 4/Sec 4))) |
200.0 |
|
| 6.11 (Gloss at 60 degree b) Class B, (IS 101 (Part 4/Sec 4))) |
200.0 |
|
| 6.11 (Gloss at 60 degree a) Class A (IS 101 (Part 4/Sec 4))) |
200.0 |
|
| 6.11 (Finish (Annexure D of IS 15489:2013)) |
1200.0 |
|
| 6.11 (Consistency (Annexure B of IS 15489:2013)) |
1200.0 |
|
| 6.11 (Drying time a) Hard dry (Class C and D) (Annexure D of IS 15489:2013)) |
200.0 |
|
| 6.11 (Drying time a) Hard dry (Class A and B) (Annexure D of IS 15489:2013)) |
200.0 |
|
| 6.11 (Drying time a) Surface dry (Class C and D) (Annexure D of IS 15489:2013)) |
200.0 |
|
| 6.11 (Drying time a) Surface dry (Class A and B) (Annexure D of IS 15489:2013)) |
200.0 |
|
| 6.9 (Lead Restriction) |
1000.0 |
|
| 6.2 (Conditions in the Container) |
200.0 |
|
| 6.3 (Thinning) |
1200.0 |
|
| 6.4 (Application) |
1200.0 |
|
|
| 401 |
IS 101 part 6 sec 1 (1988) - "METHODS OF SAMPLING AND TEST FOR
PAINTS, VARNISHES AND RELATED PRODUCTS" SALT SPRAY FOR 96 HRS. |
"METHODS OF SAMPLING AND TEST FOR
PAINTS, VARNISHES AND RELATED PRODUCTS" SALT SPRAY FOR 96 HRS. |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 3 (Neutral Salt Spray (96 hrs.)) |
8000.0 |
|
|
| 402 |
IS 73 (2013) - Paving bitumen - Specification (Fourth Revision) |
Paving bitumen - Specification (Fourth Revision) |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6.2(vii)a (Viscocity ratio 60dg) |
1200.0 |
|
| 6.2(vi) (Softening Point (R&B)) |
1200.0 |
|
| 6.2(iv) (Flash Point, cleveland Open cup) |
1200.0 |
|
| 6.2(v) (Solubility in TCE) |
1200.0 |
|
| 6.2(iii) (Kinematic viscocity,135 dg) |
1200.0 |
|
| 6.2 (i) (Penetration,25 dg 100g 5sec 0.1 mm) |
1200.0 |
|
| 6.2(vii)b (Ductility dg) |
1200.0 |
|
|
| 403 |
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 |
|
|
| 404 |
IS 1367 : Part 6 (2018) - Technical Supply Conditions for Threaded Steel Fasteners Part 6 Mechanical Properties of Fasteners Made of Carbon Steel and Alloy Steel — Nuts with Specified Property Classes — Coarse Thread and Fine Pitch Thread |
Technical Supply Conditions for Threaded Steel Fasteners Part 6 Mechanical Properties of Fasteners Made of Carbon Steel and Alloy Steel — Nuts with Specified Property Classes — Coarse Thread and Fine Pitch Thread |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6 (Lead, % by mass) |
500.0 |
|
| 6 (Chemical composition, % by mass) |
2500.0 |
|
|
| 405 |
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 |
|
| 6 (Vanadium, % by mass) |
500.0 |
|
| 6 (Molybdenum, % by mass) |
500.0 |
|
| 6 (Nickel, % by mass) |
500.0 |
|
| 6 (Chromium, % by mass) |
500.0 |
|
| 6 (Lead, % by mass) |
500.0 |
|
| 9.1.4 (Wedge Load test as per IS 1367 Part 3) |
3000.0 |
|
| 1.2 (Uniformity of Zn coating) |
1000.0 |
|
| 1.1 (Mass of Zinc Coating) |
2000.0 |
|
| 9.7.1b (Percentage Elongation after fracture on Machined test piece, %.) |
1000.0 |
|
| 9.7.1a (Yield Strength on Machined test piece, MPa.) |
1000.0 |
|
| 9.7.1 (Tensile Strength on Machined test piece, MPa.) |
1000.0 |
|
| 7 (Mechanical and physical properties (Hardness,Vickers)) |
2000.0 |
|
| 7 (Mechanical and physical properties (Proof load test)) |
1000.0 |
|
| 6 (Chemical Composition, % by mass) |
2500.0 |
|
| 0 (Shear Strength Test) |
3000.0 |
|
| 6 (Silicon) |
500.0 |
|
| 6 (Manganese) |
500.0 |
|
| 2 (Dimensions) |
1000.0 |
|
|
| 406 |
ASTM B117 - Salt spray for 3000 hrs
ASTM B117 |
Salt spray for 3000 hrs
ASTM B117 |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| ASTM B 117 (Salt Fog Test 5% Nacl solution(for 96 hrs)
ASTM 117B/IEC 60512-11-6 AS PER CLAUSE NO. 7.4.9 FOR INTER VEHICULAR COUPLER UNIT 500AMP AS PER RDSO SPEC. NO. RDSO/PE/SPEC/AC/0177-(REV-01)-2013) |
5000.0 |
|
| ASTM D 3359 (Cross Cut Test on Painted or Coated Specimen) |
2000.0 |
|
| ASTM B 117 (Salt Fog Test 5% Nacl solution(for 96 hrs)
ASTM 117B/IEC 60512-11-6 AS PER CLAUSE NO. 7.4.9 FOR INTER VEHICULAR COUPLER UNIT 500AMP AS PER RDSO SPEC. NO. RDSO/PE/SPEC/AC/0177-(REV-01)-2013) |
5000.0 |
|
| ASTM D 3359 (Cross Cut Test on Painted or Coated Specimen) |
2000.0 |
|
|
| 407 |
ASTM D6637 (2015) - Standard Test Method for Determining Tensile Properties of Geogrids by the Single or Multi-Rib Tensile Method |
Standard Test Method for Determining Tensile Properties of Geogrids by the Single or Multi-Rib Tensile Method |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| Method-A (Tensile Strength) |
1500.0 |
|
| Method-A (Elongation at break) |
1500.0 |
|
|
| 408 |
AASHTO T 166 (2021) - AASHTO T 166-Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Saturated Surface-Dry Specimens |
AASHTO T 166-Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Saturated Surface-Dry Specimens |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| AASHTO T 166 (Bulk specific gravity) |
2000.0 |
|
|
| 409 |
MORTH : Part 5 (2013) - SPECIFICATIONS FOR ROAD AND BRIDGE WORKS/ASTM |
SPECIFICATIONS FOR ROAD AND BRIDGE WORKS/ASTM |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 3.4,5.2&4.2.1 (Combined BITUMEN CONTENT of each specimens) |
6000.0 |
|
| 505 (Density / Bulk Specific Gravity of DBM (AASHTO T 166)) |
2000.0 |
|
| 507 (Density / Bulk Specific Gravity of BC ( AASHTO T 166 (21)),) |
2000.0 |
|
| 505 (Binder Content of DBM, in %) |
3000.0 |
|
| 507 (Bitumen Content of BC, in %) |
3000.0 |
|
| CLAUSE-1,Table-1 (Cutting & Preparation of Core sample-Single Stage) |
1000.0 |
|
| 505 (Density of DBM Layer-I (Grade-I)) |
2000.0 |
|
| 505 (Density of DBM Layers-II (Grade-II)) |
2000.0 |
|
| Misc (Density of SMA Bituminous Core.) |
2000.0 |
|
| Clause 1 Table 1 (Cutting & Preparation of Core sample -Double Stage) |
1000.0 |
|
| 505 (Binder Content of DBM Layers -I, %) |
3000.0 |
|
| 505 (Binder Content of DBM Layers-II, %) |
3000.0 |
|
| Misc (Binder Content of SMA Bituminous Core, %) |
3000.0 |
|
| Thickness of core (Thickness of core) |
1000.0 |
|
| Density DAC (Density of Dense Asphaltic Concrete.) |
2000.0 |
|
| Density of SDAC (Density of Semi Dense Asphaltic Concrete) |
2000.0 |
|
| Binder Content DAC (Binder content of Dense Asphaltic Concrete) |
3000.0 |
|
| Binder Content of SDAC (Binder content of Semi Dense Asphaltic Concrete) |
3000.0 |
|
|
| 410 |
IS 1367 : Part 6 (2018) - Technical supply conditions for threaded steel fasteners: Part 6 mechanical properties of fasteners made of carbon steel and alloy steel - Nuts with specified property classes - Coarse thread and fine pitch thread (Fourth Revision) |
Technical supply conditions for threaded steel fasteners: Part 6 mechanical properties of fasteners made of carbon steel and alloy steel - Nuts with specified property classes - Coarse thread and fine pitch thread (Fourth Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7 (Proof Load) |
3000.0 |
|
| 7 (Hardness Test) |
2000.0 |
|
| 6 (Carbon, % by mass) |
500.0 |
|
| 6 (Phosphorus, % by mass) |
500.0 |
|
| 6 (Sulphur, % by mass) |
500.0 |
|
| 6 (Manganese, % by mass) |
500.0 |
|
| 7 (Surface Integrity) |
1200.0 |
|
| 0 (Mass of Zinc Coating) |
2000.0 |
|
| 0 (Uniformity of coating) |
1000.0 |
|
| 1.1 (Dimensions) |
1500.0 |
|
|
| 411 |
IS 1367 : Part 3 (2017) - Technical supply conditions for threaded steel fasteners: Part 3 mechanical properties of fasteners made of carbon steel and bolts, screws and studs (Fifth Revision) |
Technical supply conditions for threaded steel fasteners: Part 3 mechanical properties of fasteners made of carbon steel and bolts, screws and studs (Fifth Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7 (Tensile load, N.) |
3000.0 |
|
| 7 (Proof Load, N.) |
3000.0 |
|
| 7 (Hardness Test) |
2000.0 |
|
| 5 (Surface Integrity) |
1200.0 |
|
| 6 (Carbon, % by mass) |
500.0 |
|
| 6 (Phosphorus, % by mass) |
500.0 |
|
| 6 (Sulphur, % by mass) |
500.0 |
|
| 6 (Boron, % by mass) |
625.0 |
|
| 9.14 (Impact Strength at (-) 20⁰C) |
5000.0 |
|
| 1 (% Reduction in Area) |
1000.0 |
|
| 2 (Uniformity test) |
1000.0 |
|
| 3 (Mass of Zinc Coating) |
2000.0 |
|
| 4 (Coating Thickness) |
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 |
|
|
| 412 |
IS 14223 : Part 1 (1995) - Polished Building Stones: Part 1 Granite |
Polished Building Stones: Part 1 Granite |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5 (Specific gravity) |
1000.0 |
|
| 5 (Water absorption) |
1000.0 |
|
| 5 (Hardness) |
2000.0 |
|
| 5 (Moisture content) |
500.0 |
|
| 5 (Dry density ) |
1000.0 |
|
|
| 413 |
IS 3622 (1977) - Sandstone (slabs And Tiles) |
Sandstone (slabs And Tiles) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 4.1 (Water Absorption) |
1000.0 |
|
| 4.1 (Transverse Strength) |
2000.0 |
|
|
| 414 |
IS 1536 (2001) - Centrifugally cast (Spun) iron pressure pipes for water, gas and sewage - Specification (Fourth Revision) |
Centrifugally cast (Spun) iron pressure pipes for water, gas and sewage - Specification (Fourth Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 13 (Dimensions) |
1000.0 |
|
| 11.3 (Brinell hardness) |
1500.0 |
|
| 13.5 (Mass) |
1000.0 |
|
| 15 (Coating) |
1000.0 |
|
| 0 (Thickness) |
500.0 |
|
| 0 (Tensile Test) |
3000.0 |
|
| 0 (Ring Test) |
3000.0 |
|
| 0 (Ovality) |
1000.0 |
|
| 0 (Class of Pipe) |
- |
|
| 0 (Marking) |
- |
|
| 0 (Straightness) |
- |
|
| 0 (Visual Check & Hammer test) |
1000.0 |
|
|
| 415 |
Custom/Rubber/2022 (2022) - General Rubber Product |
General Rubber Product |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 3.4 of IS 3400 Part-1 (Tensile Strength) |
2000.0 |
|
| 3.5 of IS 3400 Part-1 (Elongation at Break) |
1000.0 |
|
| Firm's request. (Tensile strength After Ageing) |
2000.0 |
|
| 3.0 of IS 3400 Part-IX (Relative Density) |
1000.0 |
|
| Firm's Requirement (Thickness) |
1000.0 |
|
|
| 416 |
IS 12235 : Part 1 to 19 (2004) - Thermoplastics Pipes and Fittings - Methods of Test |
Thermoplastics Pipes and Fittings - Methods of Test |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| Part 5 (Longitudinal Reversion) |
2000.0 |
|
| Part 8 (Resistance to Internal Hydrostatic Pressure) |
5000.0 |
|
|
| 417 |
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 |
| 9 (Chemical Analysis (as per IS 733)) |
5000.0 |
|
| 10 (Tensile Strength (as per IS 733)) |
1000.0 |
|
| 8 (Dimension) |
1000.0 |
|
| 10 (0.2 % Proof Stress (as per IS 733)) |
1000.0 |
|
| 10 (% Elongation (as per IS 733)) |
1000.0 |
|
| 6 (Freedom from Defect) |
1000.0 |
|
| 4 (Mass per meter) |
1000.0 |
|
| 10.1 (Tensile strength test as per IS 1608 (Part 1):2022, N/mm2) |
3000.0 |
|
| 4 (Anodic coating thickness, micron) |
2000.0 |
|
|
| 418 |
IS 4923 (2017) - Hollow steel sections for structural use - Specification (Third Revision) |
Hollow steel sections for structural use - Specification (Third Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7.1 (Sulphur, % by mass) |
500.0 |
|
| 15.2 (Elongation, %) |
1000.0 |
|
| 15.2 (Yield Strength, MPa) |
1000.0 |
|
| 15.2 (Tensile Strength, MPa) |
1000.0 |
|
| 9.1 (Dimension, mm) |
1000.0 |
|
| 9.1 (Weight, kg/m) |
1000.0 |
|
| 10.4 (Concavity and Convexity) |
1000.0 |
|
| 10.5 (Squareness of sides, degree) |
1000.0 |
|
| 7.1 (Phosphorus, % by mass) |
500.0 |
|
| 15 (Tensile Strength for Hot formed sections, MPa) |
1000.0 |
|
| 15 (Yield Strength for Hot formed sections, MPa) |
1000.0 |
|
| 0 (Tensile strength test, MPa) |
5000.0 |
|
| 0 (Charpy Impact Test) |
5000.0 |
|
|
| 419 |
IS 3316 (1974) - Structural Granite |
Structural Granite |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 3.3 (Water Absorption) |
1000.0 |
|
| 3.2 (Specific Gravity) |
1000.0 |
|
|
| 420 |
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 |
| 8.4 (Compressive Strength, in N/mm²) |
12000.0 |
|
| 8.3 (Block Density, kg/m³) |
1000.0 |
|
| 8.2 (Dimensions (Length, width and thickness)) |
3000.0 |
|
| 5 (Moisture Content (as received condition), on the lines of IS 6441, %) |
1000.0 |
|
|
