BIS - LIMS (Laboratory Information Management System)

INDIAN TESTING LABORATORY

Plot No-248 , Ecotech - III, Udyog Kendra - II, GREATER NOIDA, Gautam Buddha Nagar, Uttar Pradesh, 201306

9999669383 itlnoida.labs@gmail.com

Scope List

Reset

80 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Exclusion

Testing Charges (Excl. Of Taxes)

Facility Type

Effective Date

Validity Date

Remark

IS 12818 (2010)

Unplasticized polyvinyl chloride (Pvc - U) screen and casing pipes for bore/tubewells - Specification (Second Revision)

RMS,RDS,PMS,PDS,CS,CM,CD

14500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.6(Vicat Softening Temperature IS 12235 (Part 2).)	-	1500	-
9.5(Tensile Strength IS 12235(Part 13))	-	1500	-
9.4 and Table 14(Resistance to External Blows at 0 ?C IS 12235 (Part 9))	-	1500	-
9.3(Density IS 12235 (Part 14))	-	1000	-
9.2(Internal Diameter)	-	1000	-
9.1( Visual Appearance)	-	500	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	1000	-
8.4(Sealing rings - Hardness)	-	750	-
8.1 to 8.3 and Table 11 &12 Fig 3A & 4A(THREADING OF SCREEN ANDCASING PIPES. IS 554.)	-	1500	-
7.5 and Table 10 Fig 2A & 2B(Approximate Free Passage Area, in Percent (Mean Value) for Width of Slot (w))	-	250	-
7.5 and Table 10 Fig 2A & 2B(Minimum number of slots on the circumference of the cross-section.)	-	250	-
7.5 and Table 10 Fig 2A & 2B(Summation of slot lengths over internal circumference of the cross- section.)	-	250	-
7.4 Table 8 & 9 Fig 1(Segmental length, l5)	-	250	-
7.4 Table 8 & 9 Fig 1(Segmental length, l4)	-	250	-
7.4 Table 8 & 9 Fig 1(Segmental length, l3)	-	250	-
7.4 Table 8 & 9 Fig 1(Effective length, l2)	-	250	-
7.3.2(Rib height)	-	250	-
7.3.1(No.of Ribs)	-	250	-
7.2 and Table 5, 6 & 7 Fig 1B(Wall thickness, Max)	-	250	-
7.2 and Table 5, 6 & 7 Fig 1B(Wall thickness, Min)	-	250	-
7.2 and Table 5, 6 & 7 Fig 1B(Mean Outer Diameter over Connection)	-	250	-
7.2 and Table 5, 6 & 7 Fig 1B(Outer Diameter at any point, Max)	-	250	-
7.2 and Table 5, 6 & 7 Fig 1B(Outer Diameter at any point , Min)	-	250	-
7.2 and Table 5, 6 & 7 Fig 1B(Mean Outer Diameter of Pipe , Max)	-	250	-
7.2 and Table 5, 6 & 7 Fig 1B(Mean Outer Diameter of Pipe, Min)	-	250	-
7.2 and Table 5, 6 & 7 Fig 1B(Nominal Diameter)	-	250	-
4.1.2(K-Value as per IS-4669)	-	1500	-
4.1.1 (Ref. 3.4.1. of IS 10151)(Composition - The monomer content (VCM content) in the resin - Annex A ofIS 10151)	-	4000	-
5(COLOUR)	-	250	-
9.7(Effect on Water a) Lead (first extraction) b) Lead (Third extraction) c) Dialkyl Tin C4 & higher homologues measured as Tin (Third extraction) d) Cadmium (All three extracts) e) Mercury (All three extracts) f) Other Toxic Substances )	-	4500	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Wall thickness)	-	250	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Mean Outer Diameter over Connection)	-	250	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Outer Diameter at any point )	-	250	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Mean Outer Diameter of Pipe)	-	250	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Nominal Diameter)	-	250	-
11(Marking)	-	250	-

Complete

15 Aug, 2028

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IS 269 (2015)

Ordinary portland cement - Specification (Sixth Revision)

OPC 33,43 ,53

8500 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7 Table-3 v(Transverse Strength - IS 4031 Part 8 (Optional))	-	1000	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1500	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1500	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iii b(Setting Time Final)	-	500	-
7 Table-3 iii a(Setting Time Initial)	-	500	-
7 Table-3 ii b(Expansion after aeration)	-	750	-
7 Table-3 ii b(Expansion by Autoclave)	-	1000	-
7 Table-3 ii a(Expansion after aeration)	-	0	-
7 Table-3 ii a(Expansion by Le Chatelier)	-	750	-
7 Table-3 i.(Fineness)	-	750	-
6.1 Table-2 viii(Alkali content)	-	1200	-
6.1 Table-2 vii(Chloride content)	-	1500	-
6.1 Table-2 vi(Loss on ignition)	-	500	-
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride)	-	500	-
6.1 Table-2 iv(Magnesia)	-	500	-
6.1 Table-2 iii.(Insoluble residue)	-	500	-
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide)	-	500	-
6 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	500	-
11(Marking)	-	250	-

Complete

15 Aug, 2028

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IS 4985 (2021)

UNPLASTICIZED PVC PIPES FOR POTABLE WATER SUPPLIES SPECIFICATION Fourth Revision

class 1 -6 & Group 1-3

20000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
10.1(Colour)	-	250	-
10.1(Surface Finish)	-	250	-
7.2.1.1 Table3(Angle of taper (Note-1))	-	250	-
10.7(Sulphated Ash Content)	-	1500	-
5(CLASSIFICATION OF PIPES)	-	250	-
7(DIMENSIONS-PIPE-Nominal Diameter)	-	500	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Minimum))	-	500	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Mamimum))	-	500	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. Variation)	-	500	-
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Minimum))	-	500	-
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Maximum))	-	500	-
7.1.1.2(DIMENSIONS-PIPE-Ovality (Maximum))	-	500	-
7.1.2.1(DIMENSIONS-PIPE-Thickness(Minimum))	-	500	-
7.1.2.1(DIMENSIONS-PIPE-Thickness(Maximum))	-	500	-
7.1.2.1(DIMENSIONS-PIPE-Average Thickness)	-	250	-
7.2.1(DIMENSIONS-Socket)	-	250	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Minimum Length)	-	500	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Minimum))	-	250	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Maximum))	-	250	-
7.2.1.2(a)-Table 5(DIMENSIONS-Sockets for elastomeric sealing ring joints-Minimum depth of engagement)	-	250	-
7.2.1.2-Table 4(DIMENSIONS-Sockets for elastomeric sealing ring joints-Socket inner Diameter)	-	250	-
8(SEALING RINGS)	-	500	-
9.1(PIPE ENDS)	-	250	-
10.2(PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity)	-	0	-
10.4(PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test)	-	1500	-
10.5(PHYSICAL AND CHEMICAL CHARACTERISTICS- Vicat Softening Temperature)	-	1500	-
10.6(PHYSICAL AND CHEMICAL CHARACTERISTICS- Density)	-	1000	-
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test))	-	10000	-
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test))	-	2500	-
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)-for Integral Sealing Ring Sockets)	-	10000	-
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Integral Sealing Ring Sockets)	-	2500	-
11.1.1(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Plumbing pipes)	-	2500	-
11.2(Resistance to External Blows at 0°C)	-	1500	-
10.3(Effect on Water Test)	-	4000	-
6.1.2(PVC Resin)	-	5000	-
7.1.3(mean outside diameter, outside diameter at any point, and wall thickness of plumbing pipes)	-	250	-
7.1.4(Length)	-	250	-
6.1.1(VCM Content)	-	2000	-
7.2.1.2b(Maximum inner diameter of groove)	-	500	-
13(Marking)	-	250	-

Complete

15 Aug, 2028

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IS 14333 (1996)

High Density Polyethylene Pipe For Sewerage -

PE 63, PE 80, PE 100

12000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
10(Marking)	-	250	-
3(Designation)	-	250	-
4(Colour)	-	250	-
6(Dimensions of pipes)	-	500	-
7(Visual Appearance)	-	500	-
8.1(Hydraulic characteristics)	-	5000	-
8.2(Reversion)	-	1500	-
8.3(Density)	-	1000	-
8.4(Melt Flow Rate)	-	1500	-
Cl. 8.5, IS 2530-1963, Cl. 10(Cabon Black Content)	-	2000	-
Cl. 8.5, IS 2530-1963, Cl. 16(Carbon Black Dispersion)	-	1500	-
5.1(High Density Polyethylene)	-	4500	-
5.2(Anti Oxident)	-	2500	-

Complete

15 Aug, 2028

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Except- Anti-Oxidant test (Cl.5.2)

IS 14151 : Part 2 (2008)

Irrigation equipment - Sprinkler pipes - Specification: Part 2 quick coupled polyethylene pipes and fittings (Second Revision)

Group I - III

24500 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.2.1 (Visual and Workmanship Requirement)	-	250	-
6.2, 6.2.1 (Quick Coupled Fittings)	-	250	-
6.1.3.2 (Quick coupled fittings)	-	250	-
6.1.3.1.1(Weldability Test)	-	2500	-
6.1.2.2( Hydraulic Proof Test)	-	1500	-
6.1.1, 6.1.1.1(Leakage Test)	-	1500	-
5.3(Dimensions of Quick Coupled Sprinkler Saddles Table 1.)	-	1500	-
5.2(Dimensions of Quick Coupled Pump Connectors Table 3.)	-	1500	-
4.2.7(Valve openers Table 1 of IS 8008 (Part 2))	-	1500	-
4.2.7(Insert vatve couplers Table 1 of IS 8008 (Part 3))	-	1500	-
4.2.7(End caps Table 1 of IS 8008 (Part 9))	-	2500	-
4.2.7(Pipe ends Table 1 of IS 8008 (Part 6))	-	2500	-
4.2.7(Ferrule reducers Table 1 of IS 8008 (Part 5))	-	2500	-
4.2.7(Reducers Table 1 and 2 of IS 8008 (Part 4))	-	2500	-
4.2.1(Quick Coupled ~pe HDPE Fittings)	-	2500	-
4.2.2(Quick Coupled ~pe HDPE Fittings)	-	2500	-
4.2.3(Quick Coupled ~pe HDPE Fittings)	-	2500	-
4.2.4(Quick Coupled ~pe HDPE Fittings)	-	2500	-
4.2.5(Quick Coupled ~pe HDPE Fittings)	-	2500	-
4.2.6(Quick Coupled ~pe HDPE Fittings)	-	2500	-
4.2.7(Quick Coupled ~pe HDPE Fittings)	-	2500	-
4.1.5(Rubber Ring)	-	1000	-
4.1.4(b)(Holding Attachments for Coupler Parts)	-	1000	-
4.1.4(a)(Holding Attachments for Coupler Parts)	-	1000	-
4.1 .3(Workmanship and Appearance)	-	5000	-
4.1 .1.2.2(HDPE couplers)	-	1000	-
4.1 .1.2.1(HDPE couplers)	-	1000	-
4.1 (b)(HDPE couplers —)	-	1000	-
4.1 (a)( Quick Coupled Male and Female Couplers)	-	1000	-
Cl.6.1.3(Weldability Test- b) Acceptance test)	-	2500	-
Cl.6.1.3(Weldability Test- a) Quality test)	-	5000	-
Cl 4.1.5(Rubber rings- B) Change in hardness)	-	1500	-
4.1.1.2.1(Density)	-	1000	-
4.1.1.2.1(Melt flow rate at 190°C/5 kg)	-	1000	-
4.1.1.2.1(Female coupler (min))	-	1000	-
4.1.1.2.1(Male coupler (min))	-	500	-
4.1.5(a. Identification of Rubber Ring)	-	1000	-
4.1.5(b. Colour of rubber ring)	-	1000	-
3.0((a) Carbon black content)	-	1500	-
3.0((b) Carbon black dispersion)	-	1000	-
3.0((a) Outside diameter)	-	1000	-
3.0((ii) Ovality)	-	500	-
3.0(Out of Squareness)	-	500	-
3.0(Reversion test)	-	1500	-
3.0(Tensile strength at yield)	-	1500	-
3.0(Elongation at break)	-	1000	-
3.0(Fusion Compatibility Test (i)Quality Test at 3.5MPa induced stress for 165 hours at 80°C)	-	5000	-
3.0(Fusion Compatibility Test (ii)Acceptance Test at 3.8MPa induced stress for 48 hours at 80°C)	-	2500	-
8(Marking)	-	250	-

Complete

15 Aug, 2028

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IS 14151 : Part 1 (1999)

Irrigation equipment - Sprinkler pipes - Specification: Part 1 polyethylene pipes (First Revision)

Group I-III

14500 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.3(CLASSIFICATION OF PIPES)	-	250	-
4.1(melt flow rating (MFR) shall not exceed 1.10 g/10 min.)	-	1500	-
4.1.1(density shall be between 940.4 kg/m’ and 958.4 kg/m3 (both inclusive) when determined at 27°C according to procedure prescribed in Annex A of IS 7328. The value of the density shall also not differ from the nominal value by more than 3 kg/m2 as per 5.2.1.1 of IS 7328.)	-	1000	-
4.1.2(The MFR of the material shall be between 0.2 to 1.1 (both inclusive) when tested at 190 T at a nominal load of 50 N by the method prescribed in 7 of IS 2530. The MFR of the material shall also be within 20% of the value declared by the manufacturer.’)	-	1500	-
Cl. 4.2 , IS 2530-1963, Cl. 10(Cabon Black Content)	-	2000	-
4.3(Anti-oxidant)	-	2500	-
5.1 table -1(DIMENSIONS OF PIPES)	-	500	-
5.1.2(Ovality)	-	250	-
6.1(VISUAL APPEARANCE)	-	250	-
Cl 7.1(Hydraulic Characteristics - Acceptance test)	-	2500	-
7.2(Reversion Test)	-	1500	-
7.3(Tensile Test)	-	1500	-
Cl.7.4(Fusion Compatibility Test- b) Acceptance test)	-	5000	-
7.5(Density)	-	1000	-
7.6(Melt now Rate (MFR))	-	1500	-
(Cl.4.2)(Carbon black- b) Dispersion of carbon black)	-	1000	-
(Cl.4.2)(Carbon black- a)carbon content)	-	2000	-
Cl.7.4(Fusion Compatibility Test- a) Quality test)	-	2500	-
Cl 7.1(Hydraulic Characteristics - Quality test)	-	2500	-
Cl.5(Dimensions of pipe - ii) Wall thickness maximum)	-	500	-
Cl.5(Dimensions of pipe - ii) Wall thickness minimum)	-	500	-
Cl.5(Dimensions of pipe - i) Outside diameter)	-	500	-
10(Marking)	-	250	-

Complete

15 Aug, 2028

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Except- Anti-Oxidant test (Cl.4.3)

IS 15328 (2003)

Unplasticized Non-Pressure Polyvinyl Chloride ( PVC -U ) Pipes for use in Underground Drainage and Sewerage Systems -

Group I-III

22000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5,5.2(Composition of the material The material shall contain a minimum of 0.3 percent of rutile grade titanium dioxide.)	-	1000	-
6.1,6.1.1 IS 12235 (Part 1) Table 1(Dimension of Pipes: Mean outside Diameter, dem)	-	250	-
6.1,6.1.1 IS 12235 (Part 1) Table 1(Outside Diameter at any point, de)	-	250	-
6.1.2 IS 4985 Table 2(Wall Thickness, e )	-	250	-
6.1.3 (Length of Pipe)	-	250	-
6.1.4, Table 3(Dimensions of integral sockets and spigot ends :- a) Elastomeric Sealing Ringsockets and spigot ends i)Meean inside dia. Of socket, dsm)	-	250	-
6.1.4, Table 3(ii) Min. depth of engagement, A. )	-	250	-
6.1.4 Table 3(iii) Depth of sealing Zone C )	-	250	-
6.1.4, Table 3(iv) Length of spigot, l1)	-	250	-
6.1.4, Table 3(v) Chamfer length, H : Approx.)	-	250	-
6.1.4.1 (wall thickness of sockets e2 min=0.9e )	-	250	-
6.1.4.1 (e3min=0.75e)	-	250	-
6.1.4, Table 4(b) Solvent Cement Joint sockets and spigot ends i) Mean inside dia. Of socket, dsm)	-	250	-
6.1.4, Table 4(ii) Length of Solvent Cement socket, l2 )	-	250	-
6.1.4, Table 4(iii) Length of spigot, l1, 100 mm Min.)	-	250	-
6.1.4, Table 4(iv) Chamfer length, H, 7 mm Approx.)	-	250	-
7.1(Appearance:- )	-	250	-
7.2(Colour )	-	250	-
7.3 IS 1223S ( Part 2)(Vicat Softening Temperature When determined according to IS 1223S ( Part 2), shall not be lessthan 79°C.)	-	1500	-
7.4 IS 1223S ( Part 5)(Longitudinal Reversion: When tested according to the methodprescribed in IS 1223S ( Part 5), shall not exceed ± 5 percent. The pipe shall not exhibit any blisters, bubbles or crackson completion of the test.)	-	1500	-
8.1 Annex B(Resistance to External Blows at 0ºC: When tested according to the method prescribed in Annex B, the pipes hall have a true impact rate of not more than I0 percent.)	-	2000	-
8.2 Annex C Table 5(Ring Stiffness: When tested according to the method described in Annex C,the ring stiffness of the pipe shall be as stated in Table 5)	-	1500	-
8.3 IS 12235 ( Part 8/ Sec 1 ) Table 6(Resistance to internal Hydrostatic Pressure(Type Test) a) Acceptance Test:(1h at 27 0 C) )	-	2500	-
8.3 IS 12235 ( Part 8/ Sec 1 ) Table 6(b) Type Test:(1000h at 60 0 C) )	-	10000	-
9 9.1, IS 5382(JOINTS:- a) Elastomeric Sealing Rings)	-	1500	-
10.1.1 Annex D(Internal hydrostatic pressure test for elastomeric sealing ring joints)	-	2500	-
10.1.2 Annex E(Internal negative hydrostatic pressure test (internal vacuum) for elastomeric sealing ring joints)	-	2500	-
10.2.1(Internal hydrostatic pressure test for solvent cemented Joints)	-	2500	-
10.2.2(Internal negative hydrostatic pressure test (internal vacuum)for solvent cemented joints)	-	2500	-
'7.5 (amdt.7)(Effect on Water (Type test))	-	0	-
5.3(Qualitative)	-	0	-
12(Marking)	-	0	-

Complete

15 Aug, 2028

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IS 13592 (2013)

Unplasticized Polyvinyl Chloride (PVC-U) Pipes for Soil and Waste Discharge System Inside and Outside Buiildings Including Ventilation and Rainwater System

Type A & B

13000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.5(Surface colour of the pipes shall be dark shade of grey)	-	200	-
Cl6.3(The composition shall be based on PVC resin having a K-value of 64 or greater when tested in accordance with IS 4669)	-	1500	-
Cl.7.1(Mean outside diameter, outside diameter at any point for Type A and Type B pipes manufactured plain or with socket shall be as given in Table 1. Dimensions shall be measured according to the method given in IS 12235 (Part 1).)	-	250	-
Cl.7.1( outside diameter at any point for Type A and Type B pipes manufactured plain or with socket shall be as given in Table 1. Dimensions shall be measured according to the method given in IS 12235 (Part 1).)	-	250	-
Cl.7.1( wall thickness at any point for Type A and Type B pipes manufactured plain or with socket shall be as given in Table 1. Dimensions shall be measured according to the method given in IS 12235 (Part 1).)	-	250	-
Cl.7.2(Pipes shall be supplied in nominal lengths of 2, 3, 4 or 6 metres either plain or with socket for solvent cementing/grooved socket. Tolerances on specified length shall be + 10 mm and – 0 mm.The nominal length of the pipe with socket for solvent cementing/grooved socket shall be as given in Fig. 1.)	-	250	-
Cl.7.3.1(Minimum wall thickness of socket on pipes shall be as given in Table 2 read with Fig. 2 and Fig. 3.)	-	250	-
Cl.7.3.2(Dimensions of sockets for solvent cementing and grooved sockets of pipes shall be as given in Tables 3 and 4 respectively, read with Fig. 2 and 3.)	-	250	-
Cl.8.1(The internal and external surface of the pipes shall be smooth and clean, and free from grooving and other defects. The end shall be clearly cut and shall be square with the axis of the pipe. The end may be chamfered on the plain side.)	-	250	-
Cl.8.2(When tested by the method described in IS 12235 (Part 5), a length of pipe sample of 200 ± 20 mm shall not alter in length by more than 5 percent. In the case of socket ended pipes, this test shall be carried out on the plain portion of pipe taken at least 100 mm away from the root of the socket.)	-	1500	-
Cl8.3(This test shall be carried out for socket end pipes only. When tested by the method described in IS 12235 (Part 6), the test specimens shall not show blisters, excessive delamination or cracking or signs of weld line splitting.)	-	1500	-
Cl.8.4(When determined in accordance with IS 12235 (Part 2), the vicat softening temperature of the specimen shall not be less than 79°C.)	-	1500	-
Cl.8.5(After the required period of exposure, the tensile strengths of two samples when tested as per IS 12235 (Part 13) shall not show difference of more than 20 percent of their initial tensile strengths)	-	2500	-
Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid)	-	2000	-
Cl.10.1(When tested by method prescribed in IS 12235 (Part 9),the pipe shall have a true impact rate of not more than 10 percent. Mass of striker and height of fall shall be as per Annex A.)	-	1500	-
Cl.10.2(When determined in accordance with the method described in IS 12235 (Part 13), the tensile strength at break shall not be less than 45 MPa.)	-	1500	-
Cl.10.3(The axial shrinkage shall not exceed 2 percent when determined in accordance with Annex B.)	-	1500	-
Cl.11.(Jointing of solvent cementing joints is to be carried out using solvent conforming to IS 14182. Apply a pressure of 0.05 MPa for a period of 15 min and there should be no leakage at any joint.)	-	1500	-
Cl. 12, IS 12235 Part 11(Resistance to Di-Chloro-Methane)	-	1200	-
8.6(Effect on Water Test)	-	3500	-
14(Marking)	-	250	-

Complete

15 Aug, 2028

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-

IS 12701 (1996)

Rotational moulded polyethylene water storage tanks - specification (First Revision)

Group 1, 2, 3 & 4 CYLINDRICAL & VERTICAL TANKS

14000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.2.3(Carbon Black Content )	-	1500	-
4.2.3(Carbon Dispersion Test)	-	1000	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	1000	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	1000	-
6.1(Finish)	-	500	-
7.1.1(Resistance to Deformation)	-	1500	-
7.1.2(Resistance to Deformation)	-	1500	-
7.2(Resistance to Impact)	-	2000	-
7.3(Test for Top Load Resistance)	-	1500	-
7.4(Tensile Strength)	-	1500	-
7.5(Flexural Modulus)	-	2500	-
7.6(overall Migration)	-	3500	-
9.2.1(Man-Hole and Hand-Hole Lids)	-	1000	-
9.1(Lid Thickness)	-	750	-
5.4(Wall Thickness above effective height)	-	750	-
5.2 Table 2 (7)(Minimum Wall Thickness)	-	750	-
5.1 Table 1 (7)(Minimum Weight of Tank (Without Lid))	-	750	-
4.2.1(Density)	-	1500	-
4.2.2(MFI)	-	1500	-
4.1(MATERIALS)	-	250	-
10(MARKING)	-	250	-

Complete

15 Aug, 2028

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-

IS 1489 : Part 2 (2015)

Portland - Pozzolana cement - Specification: Part 2 calcined clay based

8500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	500	-
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	500	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	500	-
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	500	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	500	-
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	750	-
7 -Table 2- i(Fineness 4031 Part 2)	-	500	-
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	500	-
7 -Table 2- ii- a(Expansion after aeration - 4031 Part 3)	-	500	-
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	500	-
7 -Table 2- ii- b(Expansion after aeration- 4031 Part 3)	-	500	-
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	500	-
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	500	-
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1500	-
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1200	-
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1000	-
7 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional))	-	1000	-
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	1500	-
11(Marking)	-	250	-
4(RAW MATERIAL)	-	250	-

Complete

15 Aug, 2028

-
-

IS 1489 (Part 1) (2015)

Portland pozzolana cement - Specification: Part 1 fly Ash Based

8500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	1200	-
7 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional))	-	1000	-
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1200	-
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1000	-
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	700	-
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	500	-
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	500	-
7 -Table 2- ii- b(Expansion after aeration- 4031 Part 3)	-	500	-
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	500	-
7 -Table 2- ii- a(Expansion after aeration - 4031 Part 3)	-	500	-
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	500	-
7 -Table 2- i(Fineness 4031 Part 2)	-	500	-
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	500	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	500	-
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	500	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	500	-
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	500	-
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	500	-
11(Marking)	-	250	-
4(RAW MATERIAL)	-	250	-

Complete

15 Aug, 2028

-
-

IS 2185 : Part 3 (1984)

Concrete Masonry Units Part 3 Autoclaved Cellular Aerated Concrete Blocks

GRADE A,B,C

22500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8(Physical requirments)	-	500	-
8.2(Physical requirments-Dimensions-Length)	-	250	-
8.2(Physical requirments-Dimensions-Height)	-	250	-
8.2(Physical requirments-Dimensions-Width)	-	250	-
8.3(Physical requirments- Block density)	-	2500	-
8.4(Physical requirments- Compressive strength)	-	2500	-
8.5(Thermal Conductivity)	-	8500	-
8.6( Drying Shrinkage )	-	5000	-
8.4, 9.2 & 11.3(Indivisual Moisture Content)	-	1500	-
8.4, 9.2 & 11.3(Indivisual Bulk density)	-	2500	-
8.4, 9.2 & 11.3 & Table 1(Indivisual Compressive strength)	-	2500	-
8.3 & 9.1(Indivisual Moisture Content)	-	1500	-
8.3 & 9.1 Table 1(Indivisual Block Density)	-	1500	-
3.2 & 8.2(Indivisual Height)	-	500	-
3.2 & 8.2(Indivisual Width)	-	500	-
3.2 & 8.2(Indivisual Length)	-	500	-
8.6, 9.4 & 11.5(Grade)	-	250	-
3.4(Special Faces)	-	250	-
3.3(Faces & Arises)	-	250	-
3.1(Shape)	-	250	-
8.1.1(General (Exposed wall construction))	-	250	-
5(MA TEIUA.LS)	-	250	-
7(SURI'ACE TUTUU AND FINISH)	-	250	-
9.3(Thermal Conductivity)	-	8500	-
15(Marking)	-	250	-

Complete

15 Aug, 2028

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-

IS 15477 (2019)

Adhesives for use with ceramic tiles and mosaics

TYPE-1,2,3,4 &5

20000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4(Classification)	-	500	-
5.1(Tensile Adhesion Strength )	-	5000	-
5.2(Shear Adhesion Strength )	-	5000	-
5.3(OpenTime)	-	2500	-
5.4(Adjustment Time)	-	2500	-
5.5(Slip (Required for Vertical Application Only))	-	5000	-
5.6(Deformability (Required for VerticalApplication Only))	-	5000	-
8.2(Marking)	-	250	-

Complete

15 Aug, 2028

-
-

IS 1239 : Part 1 (2004)

Steel tubes, tubulars and other wrought steel fittings - Specification: Part 1 steel tubes (Sixth Revision)

Yst210, Yst240 etc

7000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 8(Outer Diameter, Thickness & Mass)	-	500	-
Cl 14(Tensile Test, Flattening Test & Bend Test)	-	1500	-
7, 6.1.1(CARBON)	-	500	-
7, 6.1.1(SULPHUR)	-	500	-
7, 6.1.1(PHOSPHURS)	-	500	-
7, 6.1.1(MANGANESE)	-	500	-
Cl 10.1.1(Manufacturing )	-	500	-
Clause 11.1(Random Length)	-	500	-
Clause 11.2(Exact Length)	-	500	-
Clause 14.1.1(Elongation Percent)	-	500	-
Cl. 8 Table 3,4 & 5(Outside Diameter)	-	500	-
Cl. 8, 9 Table 3,4 & 5(Thickness)	-	500	-
Cl. 14.1(Tensile Strength)	-	1000	-
Cl. 14.2(Bend Test (uto and including 50 mm NB))	-	750	-
Cl 12(Workmanship)	-	250	-
7, 6.1.1(NITROGEN)	-	500	-
7, 6.1.1(SILICON)	-	500	-
7, 6.1.1(ALUMINIUM)	-	500	-
6.2 AND AS PER IS 10748(CARBON EQUIVALENT)	-	250	-
6.2 AND AS PER IS 10748(MICRO ALLOY)	-	750	-

Complete

15 Aug, 2028

-
-

IS 2062 (2011)

Hot rolled medium and high tensile structural steel - Specification (Seventh Revision)

E250, E275, E300, E350, E410, E450, E550, E600, E650

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 18(Weight)	-	500	-
Cl 15(Length, Width & Thickness)	-	500	-
Clause - 5, 8.1 & 8.2(E650, CARBON)	-	500	-
Clause - 5, 8.1 & 8.2(E650 ,MANGANESE)	-	500	-
Cl. 10.3 (Cl. 10.3 (Tensile Strength))	-	1000	-
Cl 12(Sudden Load Applied)	-	1200	-
Cl 11.3(Press)	-	500	-
Cl 10.3(UTM)	-	1000	-
Cl 7(Workmanship)	-	500	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Carbon Equivalent- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	250	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Silicon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Carbon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
20(Marking)	-	500	-

Complete

15 Aug, 2028

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Except- Y Groove Crackability test (Cl.13) & Other tests (Cl.14)

IS 1786 (2008)

High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision)

Group 1-6

11500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 9.4(Load In Other Direction From Bend)	-	500	-
Cl 9.3(Load In One Direction)	-	500	-
Cl 7.2(Weight)	-	500	-
Cl 6.1(Length, Width & Thickness)	-	500	-
Cl 5(Deformations and Surface Characteristics)	-	500	-
Cl 8.1(UTM)	-	1500	-
4.1(Sulphur and phosphorous)	-	500	-
4.1(CE)	-	250	-
4.1( Nitrogen%)	-	500	-
4.1(Ni)	-	500	-
4.1(Mo)	-	500	-
4.1(Cr)	-	500	-
4.1( Ti)	-	500	-
4.1(V)	-	500	-
4.1( Nb)	-	500	-
4.1( Aluminium %)	-	500	-
4.1( Copper %)	-	500	-
4.1(Silicon %)	-	500	-
4.1(Sulphur %)	-	500	-
4.1(Phosphorus %)	-	500	-
4.1(Manganese %)	-	500	-
4.1(Carbon %)	-	500	-
Cl.9.4 & Cl. 9.4.1(Rebend test)	-	1000	-
Cl. 9.3, Table 4(Bend Test )	-	1000	-
Cl. 8.1 Table 3(Elongation, percentage)	-	500	-
Cl. 8.1 Table 3(TS/YS ratio)	-	250	-
Cl. 8.1 Table 3(Tensile Strength (TS))	-	1000	-
Cl. 8.1 Table 3(Yield Stress (YS))	-	1000	-
Cl. 7.2 Table -2 (Nominal Mass)	-	500	-
Cl. 6.1(Nominal Size)	-	250	-
Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar))	-	250	-
Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), )	-	250	-
8.18.1 Table 3(Total elongation at maximum force)	-	250	-
Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A)	-	250	-
Cl. 4.3(Visual Inspection.)	-	250	-

Complete

15 Aug, 2028

-
Except- Pull out test

IS 9537 : Part 3 (1983)

Specification for conduits for electrical installations: Part 3 rigid plain conduits of insulating meterials

Light ,Medium, heavy Mechanical Stresses, 20mm -63 mm

9500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1(Marking)	-	250	-
6.2(Durability of Marking as per 6.4 of IS: 9537 (Part 1)-1980)	-	250	-
7.1.1(Maximum and minimum outside diameter of socket)	-	250	-
7.1.1 Table-2(Length of Socket end)	-	250	-
7.2(Minimum inside diameter of conduit)	-	250	-
7.3(Length of conduit)	-	250	-
7.4(Unifomity of The wall Thickness)	-	250	-
9.2(Bending Test i) At Room Temp ii) At Low Temp (-5 ±2°C))	-	1500	-
9.3(Compression Test as per caluse 9.3 of IS: 9537 (Part 1)-1980)	-	1200	-
9.4(Impact Test as per clause 9.4 of IS: 9537 (Part 1)-1980)	-	2000	-
9.5(Collapse Test as per clause 9.5 of IS: 9537 (Part 1)-1980)	-	1000	-
10(Resistance to Heat -Ball presure test)	-	1000	-
11(Resistance to burning as per clause 11 of IS: 9537 (Part 1)-1980)	-	1000	-
12(Electrical Characteristics-Test for electric strength as per clause 12.1.1 of IS: 9537 (Part 1)-1980)	-	2000	-
12(Electrical Characteristics-Insulation resistance test as per clause 12.1.2 of IS: 9537 (Part 1)-1980)	-	1500	-
7.1.2(Maximum and minimum outside diameter of conduit)	-	500	-
13(Tests for external influence as per clause 13 of IS: 9537 (Part 1)-1980)	-	500	-
8.1(Construction as per clause 8 of IS: 9537 (Part 1)-1980)	-	250	-

Complete

15 Aug, 2028

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Upto 50mm size

IS 14255 (1995)

Aertal bunched cables - For working voltages up to and including 1100 Volts - Specification

11000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.4(size of street lighting conductor)	-	150	-
6.5(Size of messenger conductor )	-	150	-
6.6(Joints in messenger conductor )	-	150	-
6.6(Direction of outer layer)	-	150	-
7.1(Insulation)	-	150	-
7.2( Thickness of insulation)	-	250	-
7.3(Tolerance on thickness of insulation )	-	250	-
7.4(Aplication of the insulation )	-	250	-
7.5(Colour of the insulation )	-	250	-
8.1(Core identification)	-	250	-
8.2(Core identification)	-	250	-
8.3(Identification by other means)	-	250	-
9.1(Assembly (Laying up))	-	250	-
9.2(Assembly (Laying up))	-	250	-
9.3(Direction of lay)	-	250	-
10.1 a) i)(Tests on phase/street light conductor: tensile test - Test method IS10810:Part 2)	-	250	-
10.1 a) ii)(Wrapping test - 10810: Part 3)	-	250	-
10.1 a) iii)(Resistance test - IS10810: Part 5)	-	1000	-
10.1 b) i)(Test on messenger conductor: Breaking load - IS 10810: Part 2)	-	1000	-
10.1 b) ii)(Test on messenger conductor: Elongation test - Cl 11.3)	-	1000	-
10.1 b) iii)(Test on messenger conductor: Resistance test - IS 10810: Part 5)	-	1500	-
10.1 c) i)(Physical tests for XLPE Insulation: Tensile strength - IS 10810: Part 7)	-	1500	-
10.1 c) i)(Physical tests for XLPE Insulation: elongation at break - IS 10810: part 7)	-	1000	-
10.1 c) ii)(Ageing in air oven : Tensile strength variation - IS 10810:Part 11)	-	2500	-
10.1 c) ii)(Ageing in air oven : Elongation variation- IS 10810: Part 11)	-	2500	-
10.1 c) iii)(Hot set test: Elongation under load - IS 10810: Part 30)	-	1500	-
10.1 c) iii)(Hot set test: Permanent elongation (set) after cooling - IS 10810: Part 30)	-	1500	-
10.1 c) iv)(Shrinkage test : Shrinkage - 10810:Part 12)	-	1000	-
10.1 c) iv)(Shrinkage test : Crack Observed - 10810:Part 12)	-	1000	-
10.1 c) v)(Water ahsorption (Gravimetric) - IS 10810: Part 33 )	-	1500	-
10.1 d) i)(Physical test for PE insulation: Tensile strength - IS 10810: Part 7 )	-	1500	-
10.1 d) i)(Physical test for PE insulation: elongation at break - IS 10810: Part 7)	-	1500	-
10.1 d) ii)(Melt flow index- IS 10810: Part 23)	-	1200	-
10.1 d) iv)(Vicat softening point -IS 10810: Part 22)	-	1000	-
10.1 d) v)(Environmental stress cracking -IS 10810:Part29)	-	1500	-
10.1 f)(Insulation resistance (Volume resistivity) test a) volume resistivity at 27°C - IS 10810: Part 43)	-	1200	-
10.1 f)(Insulation resistance (Volume resistivity) test b) volume resistivity at 70°C - IS 10810: Part 43)	-	1200	-
10.1 g)(High voltage test - IS10810:Part 45)	-	1200	-
11.4(Bending Test on the Completed Cable ( Optional) )	-	1000	-

Complete

15 Aug, 2028

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-

IS 7098 : Part 1 (1988)

Specification for crosslinked polyethylene insulated pvc sheathed cables: Part 1 for working voltages up to and including 1100 volts (First Revision)

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3(CONDUCTOR: MATERIALS)	-	100	-
4(INSULATION : MATERIALS)	-	100	-
5.1(FILLER AND INNER SHEATH)	-	100	-
5.2(FILLER AND INNER SHEATH)	-	100	-
6(ARMOURING)	-	100	-
7(OUTER SHEATH)	-	100	-
8.1(CONDUCTOR: CONSTRUCTION)	-	100	-
8.2(PROTECTIVE BARRIER)	-	100	-
8.3(SIZE OF NEUTRAL CONDUCTOR)	-	100	-
9.2(Thickness of Insulation - Average)	-	500	-
9.3(Thickness of Insulation - Minimum)	-	500	-
9.4(Application of Insulation)	-	100	-
10.1(Core Identification)	-	100	-
10.2(Core Identification- Neutral)	-	100	-
10.3(Core Identification by number )	-	100	-
10.4(Core Identification by number - Neutral )	-	100	-
11(LAVING UP OF CORES)	-	100	-
12.1 & 12.2(Inner sheath : Application)	-	100	-
13.1(Armouring: Application)	-	100	-
13.1.2(Armouring: Coverage )	-	100	-
13.1.3(Armouring: Direction of Lay )	-	100	-
13.2(Type of armour )	-	100	-
13.3(Armouring : Dimensions -Wire Diameter)	-	500	-
13.3(Armouring : Dimensions -Formed wire )	-	500	-
13.4(Armour: Joint)	-	250	-
13.5(Armouring : Resistance Test)	-	1500	-
13.6 a)(ARMOURING: Tensile Strength)	-	1500	-
13.6 b)(ARMOURING: Elongation )	-	1000	-
13.6 c)(ARMOURING: Torsion Test (For round wire ) )	-	1000	-
13.6 d)(ARMOURING: Winding Test(For formed wire))	-	500	-
13.6 e)(ARMOURING: Uniformity of zinc coating)	-	1000	-
13.6 f)(ARMOURING: Mass of zinc coating )	-	750	-
13.6 g)(ARMOURING: Resistivity)	-	1000	-
14.1(Outer Sheath : Application)	-	100	-
14.2(Colour of outer sheath)	-	250	-
14.3(Thickness of outer sheath - AVERAGE)	-	500	-
14.3(Thickness of outer sheath - minimum)	-	500	-
15.1 a) i)(Annealing Test ( For copper wire ) )	-	750	-
15.1 a) ii)(Tensile test (for aluminium) - Before stranding )	-	750	-
15.1 a) ii)(Tensile test (for aluminium) - After stranding )	-	750	-
15.1 a) iii)(Wrapping test (for aluminium))	-	750	-
15.1 a) iv)(Resistance test - Main conductor)	-	1000	-
15.1 a) iv)(Resistance test - Neutral conductor)	-	750	-
15.1 d) i) (Phyaical tests for insulation : Tensile Test)	-	750	-
15.1 d) i) (Phyaical tests for insulation : Elongation)	-	750	-
15.1 d) ii) (Phyaical tests for insulation - Ageing in air Oven : Tensile Variation )	-	1500	-
15.1 d) ii) (Phyaical tests for insulation- Ageing in air oven : Elongation Variation )	-	1500	-
15.1 d) iii) (Phyaical tests for insulation : Hot set )	-	1500	-
15.1 d) iii) (Phyaical tests for insulation : Permanent set )	-	1200	-
15.1 d) iv) (Phyaical tests for insulation : Shrinkage )	-	1000	-
15.1 d) iv) (Phyaical tests for insulation : Shrinkage - Crack observed )	-	500	-
15.1 d) v) (Insulation: Waterabsorption(gravimetric))	-	1500	-
15.1 e) i) (Physical tests for outer sheath : Tensile stregth)	-	1000	-
15.1 e) ii) (Physical tests for outer sheath -Ageing in air oven : Elongation )	-	1500	-
15.1 e) ii) (Physical tests for outer sheath- Ageing in air oven : Tensile stregth Variation )	-	1000	-
15.1 e) ii) (Physical tests for outer sheath -Ageing in air oven : Elongation Variation )	-	1500	-
15.1 e) iii) (Sheath: Loss of mass in air oven)	-	1500	-
15.1 e) iv) (Phyaical tests for Sheath : Shrinkage )	-	1000	-
15.1 e) iv) (Phyaical tests for Sheath : Shrinkage - Crack observed )	-	1000	-
15.1 e) v) (Sheath : Hot deformation)	-	1000	-
15.1 e) vi) (Sheath : Heat shock test)	-	1000	-
15.1 e) vii) (Sheath : Thermalstability)	-	1000	-
15.1 f)(INSULATION RESISTANCE TEST : Volume resistivity )	-	1500	-
16.2(HIGH VOLTAGE TEST )	-	1500	-
16.3(FLAMMABILITY TEST : Period of Burning )	-	1000	-
16.3(FLAMMABILITY TEST : Unaffected length )	-	500	-
16.9(Oxygen Index Test)	-	2500	-
16.1(Flame Retardance Test on Single Cables)	-	5000	-
16.11(Flame Retardance Test on Bunched Cables)	-	5000	-
16.13(Test for Halogen Acid Gas Evolution)	-	1800	-
16.14(Temperature Index)	-	2500	-
Table 4(Copper purity test)	-	1500	-
Cl No. 16.15(Smoke density test)	-	2500	-

Complete

15 Aug, 2028

-
-

IS 1554 : Part 1 (1988)

Specification for pvc insulated (Heavy Duty) electric cables: Part 1 for working voltages up to and including 1100 v (Third Revision)

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(MATERIALS : CONDUCTOR)	-	100	-
4.1.1(INSULATION : General Purjose Insulaiion)	-	100	-
4.1.2(INSULATION : Heat Resisting Insulation)	-	750	-
5.1(MATERIALS : FILLER AND INNER SHEATH)	-	100	-
5.2(MATERIALS : FILLER AND INNER SHEATH)	-	100	-
6.1(MATERIALS : ARMGURING)	-	100	-
6.2(MATERIALS : ARMGURING)	-	100	-
7.1.1(OUTER SHEATH : For Cables with General Purpose InsuIafion)	-	100	-
7.1.2(OUTER SHEATH : For Cables with Heat Resisting InsuIalion)	-	100	-
8.1(CONSTRUCTION : CONDUCTOR)	-	100	-
9.1(INSULATION )	-	100	-
9.2(INSULATION : Thickness of Insulation)	-	500	-
9.3(INSULATION :Tolerance on Thickness of Insulation)	-	250	-
9.4(INSULATION : Application of Insulation)	-	100	-
10.1(CORE IDENTIFICATION)	-	100	-
10.2(CORE IDENTIFICATION)	-	100	-
10.3(CORE IDENTIFICATION)	-	100	-
11.1(LAYING UP OF CORES)	-	100	-
11.2(LAYING UP OF CORES)	-	100	-
12.1(INNER SHEATH)	-	100	-
12.2(INNER SHEATH)	-	100	-
12.3(INNER SHEATH :Thickness of Inner Sheath)	-	100	-
13.1.1(ARMOURING : Application)	-	100	-
13.1.2(Armouring: Coverage )	-	100	-
13.1.3(ARMOURING : Direction of lay )	-	100	-
13.1.4(ARMOURING : Application)	-	100	-
13.2.1(ARMOURING : Type of Armour)	-	100	-
13.3(Armouring : Dimensions -Wire Diameter)	-	500	-
13.3(Armouring : Dimensions -Formed wire )	-	500	-
13.4(ARMOURING : Joints)	-	100	-
13.5.1(ARMOURING : Resistance)	-	500	-
13.5.2(ARMOURING : Resistance)	-	500	-
13.6 a)(ARMOURING: Tensile Strength)	-	1000	-
13.6 b)(ARMOURING: Elongation )	-	500	-
13.6 c)(ARMOURING: Torsion Test (For round wire ) )	-	1000	-
13.6 d)(ARMOURING: Winding Test(For formed wire))	-	5000	-
13.6 e)(ARMOURING: Uniformity of zinc coating)	-	750	-
13.6 f)(ARMOURING: Mass of zinc coating )	-	750	-
13.6 g)(ARMOURING: Resistivity)	-	1000	-
14.1(OUTER SHEATH)	-	500	-
14.2(OUTER SHEATH)	-	500	-
14.3(OUTER SHEATH : Colour )	-	100	-
14.4.1(Thickness of Outer Sheath : Unarmowed Cables)	-	500	-
14.4.2(Thickness of Outer Sheath : Armoured Cables)	-	500	-
15.1 a) 1)(Tests on conductor : Annealing test ( for copper ))	-	750	-
15.1 a) 2)(Tensile test (for aluminium) - Before stranding )	-	1000	-
15.1 a) 2)(Tensile test (for aluminium) - After stranding )	-	1000	-
15.1 a) 3)(Tests on conductor : Wrapping test ( for aluminium ))	-	750	-
15.1 a) 4)(Tests on conductor : Conductor resistance test)	-	750	-
15.1 a) 4)(Resistance test - Neutral conductor )	-	750	-
15.1 d)1)(Phyaical tests for insulation : Tensile Test)	-	750	-
15.1 d)1)(Phyaical tests for insulation : Elongation )	-	500	-
15.1 d)1)(Physical tests for sheath : Tensile stregth )	-	1000	-
15.1 d)1)(Physical tests for sheath : Elongation )	-	1000	-
15.1 d)2)(Phyaical tests for insulation- Ageing in air Oven : Tensile Test)	-	1500	-
15.1 d)2)(Phyaical tests for insulation - Ageing in air oven : Elongation )	-	1500	-
15.1 d)2)(Phyaical tests for insulation - Ageing in air Oven : Tensile Variation )	-	1500	-
15.1 d)2)(Phyaical tests for insulation- Ageing in air oven : Elongation Variation )	-	1000	-
15.1 d)2)(Physical tests for outer sheath- Ageing in air oven : Tensile stregth )	-	1000	-
15.1 d)2)(Physical tests for outer sheath -Ageing in air oven : Elongation )	-	1000	-
15.1 d)2)(Physical tests for outer sheath- Ageing in air oven : Tensile stregth Variation )	-	1000	-
15.1 d)2)(Physical tests for outer sheath -Ageing in air oven : Elongation Variation )	-	1000	-
15.1 d)3)(Phyaical tests for insulation : Shrinkage )	-	1000	-
15.1 d)3)(Phyaical tests for insulation : Shrinkage - Crack observed )	-	1000	-
15.1 d)3)(Phyaical tests for Sheath : Shrinkage )	-	1000	-
15.1 d)3)(Phyaical tests for Sheath : Shrinkage - Crack observed )	-	1000	-
15.1 d)4)(Hot deformation : Insulation )	-	1000	-
15.1 d)4)(Hot deformation : Sheath )	-	1000	-
15.1 d)5)( Loss of mass in air oven- Insulation )	-	1500	-
15.1 d)5)( Loss of mass in air oven- sheath )	-	1000	-
15.1 d)6)(Heat shock test- Insulation )	-	1000	-
15.1 d)6)(Heat shock test- sheath )	-	1000	-
15.1 d)7)(Thermal stability- insulation )	-	1000	-
15.1 d)7)(Thermal stability- Sheath )	-	1000	-
15.1 e)(Insulation resistance test : Volume Resistivity )	-	1000	-
15.1 e)(Insulation resistance test : IR Constant )	-	1000	-
15.1 f)(High voltage test ( water immersion test ))	-	1500	-
15.1 g)(High voltage test at room temperature)	-	1000	-
15.4 a)(Cold bend test- Insulation ( Optional test))	-	750	-
15.4 a)(Cold bend test- Sheath ( Optional test))	-	750	-
15.4 b)(Cold impact test- Insulation ( Optional test))	-	750	-
15.4 b)(Cold impact test- Sheath ( Optional test))	-	750	-
15.4 c)(Armour resistance test ( for other than mining cables ).- Optional test )	-	1000	-
16.2(DETAILS OF TESTS : High Voltage Test at Room Temperature)	-	1500	-
16.3.1(High Voltage Test ( Water Immersion Test ) : a.c. Test)	-	1000	-
16.3.2(High Voltage Test ( Water Immersion Test ) : d.c. Test)	-	1000	-
16.4(Flammability Test)	-	750	-
16.5(Oxygen Index Test)	-	2500	-
16.6(Flame Retardance Test on Single Cables)	-	4500	-
16.7(Flame Retardance Test on Bunched Cables)	-	4500	-
16.9(Test for Halogen Acid Gas Evolution)	-	2500	-
16.1(Temperature Index)	-	2500	-
Cl No. 16.10(Smoke density test)	-	2500	-
Table 4(Copper purity test)	-	1000	-

Complete

15 Aug, 2028

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-

Bureau of Indian Standards

The National Standards Body of India

INDIAN TESTING LABORATORY

Plot No-248 , Ecotech - III, Udyog Kendra - II, GREATER NOIDA, Gautam Buddha Nagar, Uttar Pradesh, 201306

9999669383 itlnoida.labs@gmail.com

Scope List