BIS - LIMS (Laboratory Information Management System)

CIPET, Jaipur

SP-1298, Sitapura Industrial Area, Phase III,Tonk Road, JAIPUR-302 022, Jaipur, Jaipur, Rajasthan, 302022

9090968451 cipetjprtesting@gmail.com

Scope List

Reset

116 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 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, All Size

16000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.5(Surface colour of the pipes shall be dark shade of grey)	-	300	-
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)	-	1100	-
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).)	-	500	-
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).)	-	500	-
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.)	-	0	-
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.)	-	500	-
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.)	-	0	-
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.)	-	300	-
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.)	-	700	Testing charge + Specimen ( 700+300)
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.)	-	700	-
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.)	-	1100	-
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)	-	3500	Effect on sunlight for 1600 hrs.* (Natural Weathering) testing charge.
Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid)	-	2500	Testing charge+ Specimen (2000+500)
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.)	-	1400	Testing charge+ Specimen (1100+300)
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.)	-	2700	Testing charge+ Specimen (1100 x 2+500) Tensile Strength (Before Exposure) & Tensile Strength (after Exposure)
Cl.10.3(The axial shrinkage shall not exceed 2 percent when determined in accordance with Annex B.)	-	700	-
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.)	-	1000	-
Cl. 12, IS 12235 Part 11(Resistance to Di-Chloro-Methane)	-	1000	-
8.6(Effect on Water Test)	-	3000	-

Complete

21 Feb, 2026

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IS 10124 : Part 12 (2009)

Fabricated pvc - U fittings for potable water supplies - Specification: Part 12 specific requirements for 22½ degree bends (Second Revision)

All size

1925 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General)	-	500	-
3.2.2, Table 1(Dimensions of 22 ½ deg Bends)	-	0	-
3.2.2, Table 2(Dimensions of 22 ½ deg Bend for Elastomeric Sealing Ring Joint)	-	0	-
3.2.3(Socket, measurements)	-	0	-

Complete

21 Feb, 2026

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-

IS 4985 (2021)

UNPLASTICIZED PVC PIPES FOR POTABLE WATER SUPPLIES SPECIFICATION Fourth Revision

All size & class

26925.00 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5(CLASSIFICATION OF PIPES)	-	0	-
6.1.2(PVC Resin)	-	4100	VCM content= 3000 + K- Value: 1100
7(DIMENSIONS-PIPE-Nominal Diameter)	-	500	All dimensions
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Minimum))	-	0	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Mamimum))	-	0	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. Variation)	-	0	-
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Minimum))	-	0	-
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Maximum))	-	0	-
7.1.1.2(DIMENSIONS-PIPE-Ovality (Maximum))	-	0	-
7.1.2.1(DIMENSIONS-PIPE-Thickness(Minimum))	-	0	-
7.1.2.1(DIMENSIONS-PIPE-Thickness(Maximum))	-	0	-
7.1.2.1(DIMENSIONS-PIPE-Average Thickness)	-	0	-
7.2.1(DIMENSIONS-Socket)	-	0	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Minimum Length)	-	0	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Minimum))	-	0	-
7.2.1.2(a)-Table 5(DIMENSIONS-Sockets for elastomeric sealing ring joints-Minimum depth of engagement)	-	0	-
7.2.1.2-Table 4(DIMENSIONS-Sockets for elastomeric sealing ring joints-Socket inner Diameter)	-	0	-
8(SEALING RINGS)	-	0	-
9.1(PIPE ENDS)	-	0	-
10.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance)	-	300	-
10.1(Colour)	-	0	-
10.1(Surface Finish)	-	0	-
10.1.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance)	-	0	-
10.2(PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity)	-	575	-
10.4(PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test)	-	900	Testing charges + specimen charges ( 700+200)
10.5(PHYSICAL AND CHEMICAL CHARACTERISTICS- Vicat Softening Temperature)	-	1100	-
10.6(PHYSICAL AND CHEMICAL CHARACTERISTICS- Density)	-	500	-
10.7(Sulphated Ash Content)	-	950	-
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test))	-	850	-
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test))	-	11000	-
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Integral Sealing Ring Sockets)	-	850	-
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)-for Integral Sealing Ring Sockets)	-	5000	-
11.1.1(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Plumbing pipes)	-	850	-
11.2(Resistance to External Blows at 0°C)	-	1400	Testing charges +Specimen ( 1100+300)
10.3(Effect on Water Test)	-	3000	-
7.1.4(Length)	-	0	-

Complete

21 Feb, 2026

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Up to 500 mm dia

IS 14772 (2020)

Boxes and Enclosures for Electrical Accessories for Household and Similar Fixed Electrical Installations — General Requirements ( First Revision )

Non Metallic Type (Plastic Enclosure)

23400 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.1(Nature of material)	-	2000	-
7.2(Type of installation)	-	0	-
7.3(Types of inlets)	-	0	-
7.4(Clamping means)	-	0	-
7.5(Minimum temperature during installation)	-	0	-
7.6, 7.7, 7.8(The degree of ingress protection)	-	0	-
7.9(The provision for fixing accessories to the boxes )	-	0	-
7.1(The method of fixing the terminals)	-	0	-
8.1(marking)	-	250	-
8.2(By Inspection and The marking is rubbed by hand 15s width a piece of cloth soaked with water and again for 15s with a piece of cloth soaked with petroleum spirit.)	-	0	-
8.3(BIS Certification Marking)	-	0	-
9.0(Dimensions)	-	250	-
10.0(Protection against electric shock)	-	900	-
11.0(PROVISION FOR EARTHING)	-	250	-
12.0(Constructions)	-	250	-
13.0(Resistance to ingress of solid objects)	-	10000	-
13.0(Resistance toharmful ingress of water)	-	0	-
13.0(Resistance to ageing)	-	4200	-
14.0(insultation resistance)	-	2900	-
14.0(electric strength)	-	0	-
15.0(Mechanical strength)	-	1100	-
16.0(resistance to heat)	-	700	-
17.0(creepage distance)	-	0	-
17.0(clearances)	-	0	-
17.0(distance through seating compund)	-	0	-
18.0(Resistance to insulating material to abnormal heat and fire)	-	2900	-
19.0(Resistance to tracking)	-	1100	-
20.0(Resistance to corrosion)	-	0	-
21.0(Electromagnetic compatibility (EMC))	-	0	-

Complete

21 Feb, 2026

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-

IS 16647 (2017)

Oriented unplasticized polyvinyl chloride (Pvc - O) pipes for water supply - Specification

All

50450 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.5( Density, g/cc)	-	500	-
7, see 8.3 and fig-1( GENERAL REQUIREMENTS OF PIPES/ visual appearance)	-	300	-
9 /9.1 / 27 degree centigrate(MECHANICAL CHARACTERISTICS OF PIPES9./ Resistance to Hydrostatic Pressure)	-	22850	Acceptance Test (10 hrs./27˚C):850, Type Test (1000 hrs./27˚C):11000 & Type Test (1000 hrs./60˚C):11000
7.3( Opacity)	-	575	-
9.2, table -11( Resistance to External Blows at 0 °C)	-	1000	-
8.2 table-9( Pipe Ends)	-	250	-
5 / 5.1(MATERIALS )	-	2000	-
5.3(VCM Content)	-	3000	-
5.4( K-Value)	-	1100	-
5.6 / 5.6.1( Material Classification, table -1)	-	250	-
6.0(CLASSIFICATION OF PIPES, table-2)	-	250	-
7.2( Colour)	-	250	-
8.1.1, 8.1.1.2, table-3(Dimension of Pipes / Diameter/8.1.1.2 Diameter at any point)	-	500	-
8.1.2, table 4 to 7(Wall Thickness)	-	250	-
8.1.3 (Length, meter)	-	250	-
8.2 table-9(Dimensions of Integral Socket)	-	250	-
9.3 table-12( Ring Stiffness)	-	1400	For testing charges:1100+ For specimen:300
9.4, annexure-E( Orientation Factor)	-	900	For testing charges:700+ For specimen:200
10, table-13( PHYSICAL AND 1CHARACTERISTICS)	-	6200	Vicat Softening temp. (VST):1100+ Effect on water:3000 + Resistance to dichloromethane at Specified temp.:1000+ Alternative test to resistance to Di- chloromethane test:1100
11,11.1( MECHANICAL CHARACTERISTICS OF ASSEMBLIES INCLUDING JOINTS/ 11.1 Assemblies with Non-End-Load-Bearing Joints)	-	1000	-
11.2 / 11.2.1( Short-Term Pressure Test for Leak Tightness of Assemblies)	-	1000	-
11.3( Short-Term Negative Pressure Test for Leak Tightness of Assemblies)	-	1000	-
12(a)( ELASTOMERIC SEALS)	-	1050	-
12(b)( ELASTOMERIC SEALS)	-	375	-

Complete

21 Feb, 2026

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-

IS 16205 : Part 24 (2017)

Conduit Systems for Cable Management part 24 Particular Requirements Conduit Systems Buried Under Ground

All

19950 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.1(Marking and Documentation)	-	300	-
6.1.1(Classification - Resistance to Compression)	-	1400	For testing:1100 + Specimen: 300
6.1.2(Classification - Resistance to Impact)	-	1400	For testing:1100 + Specimen: 300
6.1.3(Classification - Resistance to Bending)	-	1000	-
6.1.4 of IS 16205 (Part 1) : 2017(Classification - Tensile Strength)	-	1100	-
6.1.5 of IS 16205 (Part 1) : 2017(Classification - Suspended Load Capacity)	-	1100	-
6.3 of IS 16205 (Part 1) : 2017(Classification - According to Electrical Characteristics)	-	0	-
6.4 of IS 16205 (Part 1) : 2017(Classification - According to Resistance to External Influences)	-	10000	-
6.5 of IS 16205 (Part 1) : 2017(Classification - According to Resistance to Flame Propogation)	-	950	For testing: 700+ Specimen:250
7.1.2(Marking and Documentation)	-	300	-
7.1.3(Marking and Documentation)	-	300	-
7.1.101(Marking and Documentation)	-	300	-
7.2(Marking and Documentation)	-	300	-
7.5 of IS 16205 (Part 1) : 2017(Marking and Documentation)	-	300	-
7.6 of IS 16205 (Part 1) : 2017(Marking and Documentation)	-	300	-
7.101(Marking and Documentation)	-	300	-
7.102(Marking and Documentation)	-	300	-
8 Table 101(Dimensions)	-	250	-
8 Table 101(Dimensions)	-	250	-
9.1 of IS 16205 (Part 1) : 2017(Construction)	-	250	-
9.2 of IS 16205 (Part 1) : 2017(Construction)	-	250	-
9.4 of IS 16205 (Part 1) : 2017(Construction)	-	250	-
9.5 of IS 16205 (Part 1) : 2017(Construction)	-	250	-
9.6 of IS 16205 (Part 1) : 2017(Construction)	-	250	-
10.1(Mechanical Strength)	-	1100	-
10.3(Impact Test)	-	1400	For testing: 1100+ Specimen:300
10.4(Bending Test)	-	1000	Applicable on Pliable conduits
13.1.3(Spread of fire)	-	950	For testing: 700+ Specimen:250
13.1.3.1(Spread of fire)	-	2900	-
13.1.3.2(Spread of fire)	-	0	-
14.0(External Influences)	-	10000	For IP 67 Test
15.0(Electromagnetic Compatibility)	-	300	-

Complete

21 Feb, 2026

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-

IS 14611 (2016)

Multilayered cross laminated sheets/tarpaulins/covers/agricultural films - Specification (First Revision)

All

40005 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 5(Construction)	-	1675	CBC:925, Panel: 250, Ends & sides dimension:250 & Panel Length & Width:250
Cl. 6.1(Workmanship)	-	250	-
Cl. 6.2(Substance)	-	250	-
Cl 6.3 & Table1(Accelerated Ageing Test)	-	26230	Tensile Strength & Elongation at Break:2200, Ageing at 168 hrs. (168 x25):4200, Tensile Strength (After Ageing):2200, Tear Strength:2200, Tear Strength (After Ageing) :2200, Dart Impact Resistance:850, UV weathering 192 hours:10180, Avg. T.S & E.B:2200.
Cl 6.4(Water Proofness Test)	-	1000	-
Cl. 6.5(Strenght of joints/seams)	-	1100	-
Cl. 6.6(Flex test)	-	4500	-
Cl. 6.7(Ease of in-situ Repair)	-	250	-
Cl. 7.1(Eyelets and rope lashing)	-	250	-
Cl. 6.2,6.3,6.8, table no. 1 Sl No. i(Mass per unit area, Grade-XLN Extra light, Ref. IS 7016(Part 1))	-	250	-
Cl. 6.2,6.3,6.8, table no. 1 Sl No. i(Mass per unit area, Grade-LN Light, Ref. IS 7016(Part 1))	-	250	-
Cl. 6.2,6.3,6.8, table no. 1 Sl No. i(Mass per unit area, Grade-MN Medium, Ref. IS 7016(Part 1))	-	250	-
Cl. 6.2,6.3,6.8, table no. 1 Sl No. i(Mass per unit area, Grade-HN Heavy, Ref. IS 7016(Part 1))	-	250	-
Cl. 6.2,6.3,6.8, table no. 1 Sl No. ii (a)(Tensile strenght, Ref. IS 13360(Part 5/Sec 1) and IS 13360 (Part 5/Sec 3), test condition-specimen type 2 and test speed 500 mm/min, Grade- XLN Extra light)	-	1100	-
Cl. 6.2,6.3,6.8, table no. 1 Sl No. ii (a)(Tensile strenght, After ageing at 70±1°C 168h. Ref. IS 13360(Part 5/Sec 1) and IS 13360 (Part 5/Sec 3), test condition-specimen type 2 and test speeed 500mm/min, Grade-XLN Extra light)	-	1100	-
Cl. 6.2,6.3,6.8, table no. 1 Sl No. iii (a)(Elongation at break, Ref. IS 13360(Part 5/Sec 1) and IS 13360 (Part 5/Sec 3), test condition-specimen type 2 and test speed 500 mm/min, Grade- XLN Extra light)	-	1100	-
Cl. 6.2,6.3,6.8, table no. 1 Sl No. iv (a)(Tear strenght, Annex-F, Grade- XLN Extra light)	-	1100	-
Cl. 6.2,6.3,6.8, table no. 1 Sl No. iv (a)(Tear strenght, Annex-F, Grade- LN light)	-	1100	-
Cl. 6.2,6.3,6.8, table no. 1 Sl No. iv (a)(Tear strenght, Annex-F, Grade- MN Medium)	-	1100	-
Cl. 6.2,6.3,6.8, table no. 1 Sl No. iv (b)(Tear strenght, Annex-F, Grade- XHN Extra heavy)	-	1100	-
Cl. 6.2,6.3,6.8, table no. 1 Sl No. iv (a)(Tear strenght, After ageing at 70±1°C for 168h, Annex-F, Grade- XLN Extra light)	-	11280	Ageing(10180.00) and Tear strength (1100.00)
Cl. 6.2,6.3,6.8, table no. 1 Sl No. iv (a)(Tear strenght, After ageing at 70±1°C for 168h, Annex-F, Grade- LN light)	-	11280	Ageing(10180.00) and Tear strength (1100.00)
Cl. 6.2,6.3,6.8, table no. 1 Sl No. iv (a)(Tear strenght, After ageing at 70±1°C for 168h, Annex-F, Grade- MN Medium)	-	11280	Ageing(10180.00) and Tear strength (1100.00)
Cl. 6.2,6.3,6.8, table no. 1 Sl No. (vi)(Average tensile strenght and elongation at break after exposing to UV radiation and weathering, Annex- G, Grade- XLN Extra light)	-	11280	Ageing(10180.00) and Tensile strength (1100.00)
Cl. 6.2,6.3,6.8, table no. 1 Sl No. (vi)(Average tensile strenght and elongation at break after exposing to UV radiation and weathering, Annex- G, Grade- LN light)	-	11280	Ageing(10180.00) and Tensile strength (1100.00)
Cl. 6.2,6.3,6.8, table no. 1 Sl No. (vi)(Average tensile strenght and elongation at break after exposing to UV radiation and weathering, Annex- G, Grade- MN Medium)	-	11280	Ageing(10180.00) and Tensile strength (1100.00)
Cl. 6.2,6.3,6.8, table no. 1 Sl No. (vi)(Average tensile strenght and elongation at break after exposing to UV radiation and weathering, Annex- G, Grade- XHN Extra Heavy)	-	11280	Ageing(10180.00) and Tensile strength (1100.00)
Table1 - v)(Dart Impact Strength)	-	850	-

Complete

21 Feb, 2026

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-

IS 4985 (2000)

Unplasticized pvc pipes for potable water supplies - Specification (Third Revision)

All Class & Size

21075 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
11.2(Resistance to External Blows at 0°C)	-	1300	Testing charges: 1000 + specimen:300
11.1.1(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Plumbing pipes)	-	850	-
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Integral Sealing Ring Sockets)	-	850	-
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)-for Integral Sealing Ring Sockets)	-	5000	-
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test))	-	850	-
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test))	-	11000	-
10.6(PHYSICAL AND CHEMICAL CHARACTERISTICS- Density)	-	500	-
10.5(PHYSICAL AND CHEMICAL CHARACTERISTICS- Vicat Softening Temperature)	-	1100	-
10.4(PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test)	-	900	Testing charges:700+ Specimen 200
10.2(PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity)	-	575	-
10.1.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance)	-	300	-
10.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance)	-	300	-
9.1(PIPE ENDS)	-	250	-
9.1(PIPE ENDS)	-	250	-
8(SEALING RINGS)	-	250	-
7.2.1.2-Table 4(DIMENSIONS-Sockets for elastomeric sealing ring joints-Socket inner Diameter)	-	250	-
7.2.1.2(a)-Table 5(DIMENSIONS-Sockets for elastomeric sealing ring joints-Minimum depth of engagement)	-	250	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Maximum))	-	250	-
7.2.1.1-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-Minimum Length)	-	250	-
7.2.1(DIMENSIONS-Socket)	-	250	-
7.1.2.1(DIMENSIONS-PIPE-Average Thickness)	-	250	-
7.1.2.1(DIMENSIONS-PIPE-Thickness(Maximum))	-	250	-
7.1.2.1(DIMENSIONS-PIPE-Thickness(Minimum))	-	250	-
7.1.1.2(DIMENSIONS-PIPE-Ovality (Maximum))	-	250	-
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Maximum))	-	250	-
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Minimum))	-	250	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. Variation)	-	250	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Mamimum))	-	250	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Minimum))	-	250	-
7(DIMENSIONS-PIPE-Nominal Diameter)	-	250	-
5(CLASSIFICATION OF PIPES)	-	250	-
Clause 10.7(Sulphated Ash Content)	-	950	-
7.2.1.1 Table3 (Angle of taper (Note-1))	-	250	-

Complete

21 Feb, 2026

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-

IS 14151 : Part 2 (2008)

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

All size

41675 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.4.1(Quick Coupled Male and Female Couplers)	-	14400	-
7.2.1 (Visual and Workmanship Requirement)	-	300	-
6.2, 6.2.1 (Quick Coupled Fittings)	-	0	-
6.1.3.2 (Quick coupled fittings)	-	0	-
6.1.3.1.1(Weldability Test)	-	1600.00	-
6.1.3, 6.1.3.1(Weldability Test)	-	4800	-
6.1.2.2( Hydraulic Proof Test)	-	850	-
6.1.2, 6.1.2.1( Hydraulic Proof Test)	-	850	-
6.1.1, 6.1.1.1(Leakage Test)	-	850	-
6.1.1, 6.1.1.1(Leakage Test)	-	850	-
6.1(Quick Coupled Pipes and Fittings)	-	300	-
5.3(Dimensions of Quick Coupled Sprinkler Saddles Table 1.)	-	500	-
5.2(Dimensions of Quick Coupled Pump Connectors Table 3.)	-	500	-
4.2.7(Valve openers Table 1 of IS 8008 (Part 2))	-	300	-
4.2.7(Insert vatve couplers Table 1 of IS 8008 (Part 3))	-	300	-
4.2.7(End caps Table 1 of IS 8008 (Part 9))	-	300	-
4.2.7(Pipe ends Table 1 of IS 8008 (Part 6))	-	300	-
4.2.7(Ferrule reducers Table 1 of IS 8008 (Part 5))	-	300	-
4.2.7(Reducers Table 1 and 2 of IS 8008 (Part 4))	-	300	-
4.2.7(1 Dimensions of Quick Coupled Pipes and Fittings)	-	300	-
4.2.7(Quick Coupled ~pe HDPE Fittings)	-	300	-
4.2.6(Quick Coupled ~pe HDPE Fittings)	-	300	-
4.2.5(Quick Coupled ~pe HDPE Fittings)	-	300	-
4.2.4(Quick Coupled ~pe HDPE Fittings)	-	300	-
4.2.3(Quick Coupled ~pe HDPE Fittings)	-	300	-
4.2.2(Quick Coupled ~pe HDPE Fittings)	-	300	-
4.2.1(Quick Coupled ~pe HDPE Fittings)	-	300	-
4.1.5(Rubber Ring)	-	6300	Material Identification (Chemical Analysis):1050, Colour: 300, Rubber ring Hardness Shore - A (before Ageing): 375, Ageing charges for rubber ring (70 °C/7 days): 4200, Rubber ring Hardness Shore - A (after ageing): 375
4.1.4(b)(Holding Attachments for Coupler Parts)	-	850	-
4.1.4(a)(Holding Attachments for Coupler Parts)	-	850	-
4.1 .3(Workmanship and Appearance)	-	300	-
4.1 .1.2.2(HDPE couplers)	-	300	-
4.1 .1.2.1(HDPE couplers)	-	300	-
Cl. 4.1.1.2.1, IS 14151 (P-1)-1999, Cl. 4, IS 2530-1963, Cl. 16(Carbon Black Dispersion)	-	1450	Male & Female coupler: 700 x 2= 1400
Cl. 4.1.1.2.1, IS 14151 (P-1)-1999, Cl. 4, IS 2530-1963, Cl. 10(Cabon Black Content)	-	1850	Male & Female coupler: 925 x 2= 1850
4.1 (b)(HDPE couplers —)	-	300	-
4.1 (a)( Quick Coupled Male and Female Couplers)	-	300	-
4(QUICK COUPLED FITTINGS)	-	300	-
3(QUICK COUPLED PIPES)	-	300	-
Cl.3(Quick Coupled pipes)	-	300	-
Cl.6.1.3(Weldability Test- b) Acceptance test)	-	1600	-
Cl.6.1.3(Weldability Test- a) Quality test)	-	4800	-
Cl 4.1.5(Rubber rings- C)Rubber ring shall be of black colour:)	-	300	-
Cl 4.1.5(Rubber rings- B) Change in hardness)	-	375	-
Cl 4.1.5(Rubber rings- A)Shore hardness (Shore-A))	-	375	-
Cl 4.1.4(Holding attachments for coupler parts)	-	850	-
Cl.4.1.3(Workmanship and appearance )	-	300	-
Cl.4.1(Quick Coupled Male and Female Couplers)	-	300	-

Complete

21 Feb, 2026

-
-

IS 12818 (2010)

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

All

10625 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5(COLOUR)	-	300	-
9.6(Vicat Softening Temperature IS 12235 (Part 2).)	-	1100	-
9.5(Tensile Strength IS 12235(Part 13))	-	1600	Testing charges:1100 + Specimen:500
9.4 and Table 14(Resistance to External Blows at 0 ?C IS 12235 (Part 9))	-	1400	Testing charges:1100 + Specimen:300
9.3(Density IS 12235 (Part 14))	-	500	-
9.2(Internal Diameter)	-	350	-
9.1( Visual Appearance)	-	300	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	250	-
8.4(Sealing rings - Hardness)	-	375	-
8.1 to 8.3 and Table 11 &12 Fig 3A & 4A(THREADING OF SCREEN ANDCASING PIPES. IS 554.)	-	250	-
7.5 and Table 10 Fig 2A & 2B(Approximate Free Passage Area, in Percent (Mean Value) for Width of Slot (w))	-	0	-
7.5 and Table 10 Fig 2A & 2B(Minimum number of slots on the circumference of the cross-section.)	-	0	-
7.5 and Table 10 Fig 2A & 2B(Summation of slot lengths over internal circumference of the cross- section.)	-	0	-
7.4 Table 8 & 9 Fig 1(Segmental length, l5)	-	0	-
7.4 Table 8 & 9 Fig 1(Segmental length, l4)	-	0	-
7.4 Table 8 & 9 Fig 1(Segmental length, l3)	-	0	-
7.4 Table 8 & 9 Fig 1(Effective length, l2)	-	0	-
7.3.2(Rib height)	-	0	-
7.3.1(No.of Ribs)	-	0	-
7.2 and Table 5, 6 & 7 Fig 1B(Wall thickness, Max)	-	0	-
7.2 and Table 5, 6 & 7 Fig 1B(Wall thickness, Min)	-	0	-
7.2 and Table 5, 6 & 7 Fig 1B(Mean Outer Diameter over Connection)	-	0	-
7.2 and Table 5, 6 & 7 Fig 1B(Outer Diameter at any point, Max)	-	0	-
7.2 and Table 5, 6 & 7 Fig 1B(Outer Diameter at any point , Min)	-	0	-
7.2 and Table 5, 6 & 7 Fig 1B(Nominal Diameter)	-	0	-
7.2 and Table 5, 6 & 7 Fig 1B(DIMENSIONS - Casing Pipes)	-	1000	All dimension charges of CS/CM/CD
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Wall thickness)	-	0	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Mean Outer Diameter over Connection)	-	0	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Outer Diameter at any point )	-	0	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Mean Outer Diameter of Pipe)	-	0	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Nominal Diameter)	-	0	-
4.1.2 (Ref. Cl 11 of IS 4669)(Composition -Sulphated ash content )	-	950	-
4.1.2 (Ref. Cl 5.1. of IS 4669)(Composition - Loss on heating )	-	0	-
4.1.1 (Ref. 3.4.1. of IS 10151)(Composition - The monomer content (VCM content) in the resin - Annex A ofIS 10151)	-	3000	-
8.4(Sealing elements a. Elastomeric material b. Shore A hardness of sealing Elements )	-	375	-

Complete

21 Feb, 2026

-
-

IS 4984 (2016)

Polyethylene pipes for water supply - Specification (Fifth Revision)

All grade & size

41825 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.7(Density)	-	500	-
5, 5.1 table-1(MATERIALS)	-	0	-
5.2(Polyethylene Resin)	-	4525	Complete testing charges for Raw material
5.3 (a)(Carbon Black Master Batch)	-	1875	For CBC+ Ash content (925+950)
5.3(b)(Carbon Black Master Batch)	-	1875	For CBC+ Ash content (925+950)
5.3(c)(Carbon Black Master Batch)	-	1875	For CBC+ Ash content (925+950)
5.3(d)(Carbon Black Master Batch)	-	1875	For CBC+ Ash content (925+950)
5.3(e)(Carbon Black Master Batch)	-	1875	For CBC+ Ash content (925+950)
5.4(Anti oxydent)	-	0	-
8.3(Carbon black)	-	925	-
8.6(Overall migration)	-	2000	Testing charge:1700+ Specimen: 300
6, 6.1(PIPE DESCRIPTION)	-	0	-
6, 6.1.1(PIPE DESCRIPTION)	-	0	-
6, 6.1.2(PIPE DESCRIPTION)	-	0	-
6.1.3 (PIPE DESCRIPTION)	-	0	-
6.1.4(PIPE DESCRIPTION)	-	0	-
6.2(Colour)	-	250	-
6.2.1(6.1.1 Identification Stripes)	-	250	-
7.2(Length)	-	250	-
7.4 table -3 & 4(6.1 Dimensions)	-	250	-
7.4.1.2(Ovality)	-	250	-
8,/8.1/8.1.1 table-5(PERFORMANCE REQUIREMENTS / Hydraulic Characteristics/ Internal Pressure Creep Rupture Test of Pipe)	-	21400	(a) Acceptance Test (48 hrs)/80˚ C: 1600 + (b) Type Test (100 hrs)/27˚ C:4000+ (c) Type test (165 hrs)/80˚ C:4800 + (d) Type test (1000 hrs)/80˚ C:11000.
8.1.2 table -5(Internal Pressure Creep Rupture Test of Pipe Joints)	-	1600	-
8.2(Longitudinal Reversion Test)	-	900	Testing charge+ Specimen (700+200)
8.4( Melt Flow Rate)	-	1100	-
8.5 (Oxidation Induction Time)	-	2200	-
8.8(Tensile Strength for Butt-fusion)	-	1600	Testing charges + Specimen ( 1100+500)
8.9 table-6(Elongation at Break)	-	1600	Testing charges + Specimen ( 1100+500)
8.10(Slow Crack Growth Rate)	-	6000	Testing charges + Specimen ( 5500+500)

Complete

21 Feb, 2026

-
-

IS 14885 (2001)

Polyethylene pipes for the supply of gaseous fuels - Specification

All grade & size

472775 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Table-2, 5.1(Conventional Density, IS 7328:1992)	-	1125	Testing charges + Specimen (500+625)
4.4(Colour)	-	300	-
Table-2, 5.1(Melt Flow Rate, IS 2530:1963)	-	1100	-
Table-2, 5.1(Thermal Staibility, Annex-D)	-	2200	-
Table-2, 5.1(Resistance to gas constituents, Cl 5.5)	-	5000	Testing charges + Specimen (1000+4000)
Table-2, 5.1(Pigment dispersion, Annex-E)	-	600	-
5.2(Anti Oxidant: Cl. 17 of IS 2530)	-	0	-
5.3(U.V.Stabilizer)	-	0	-
6.1, Table-3(Ovality Pipe, Cl 6.3.2)	-	0	-
6.1, Table-3(Nominal Outside Diameter of Pipes , Cl 6.3.1)	-	250	-
6.2.1, Table-4(Minimum Wall Thickness, Cl.6.3, Cl.6.2.1.1, Table-5)	-	250	-
6.4(Length of pipe)	-	250	-
7, Table-6(Maximmn Out of Square of Each Pipe End)	-	0	-
8.1(Hydraulic Charactristics, Annex-A)	-	25100	Type test (100 hrs./20°C):4000, Type test (1000 hrs./80°C): 11000+250, Notched Pipe (165 hrs./80°C):4800+250, Plain Pipe (165 hrs./80°C):4800
8.2(Reversion Test. Annex-C)	-	900	Testing charges + Specimen (700+200)
8.3(Density, Annex A of IS 7328)	-	500	-
8.4(Melt Flow Rate (MFR), IS 2530)	-	1100	-
8.5(Thermal Stability to Oxidation, Annex-D)	-	2200	-
8.7(Tensile yield strength, Annex-J)	-	1350	Testing charges + Specimen (1100+250)
8.7(Elongation at break, Annex-J)	-	1350	Testing charges + Specimen (1100+250)
8.8(Resistance to Weathering, Annex-F)	-	9000	-
8.9(Squeeze off, Annex-G)	-	1300	-
8.6 & Table-2(Volatile Content: Annex-H of IS 14885)	-	700	-
8.5 & Table-2(Thermal Stability to Oxidation, Annex-D of IS 14885)	-	2200	-

Complete

21 Feb, 2026

-
-

IS 15328 (2003)

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

All

22700 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.2(Colour )	-	300	-
5,5.2(Composition of the material The material shall contain a minimum of 0.3 percent of rutile grade titanium dioxide.)	-	1200	-
6.1,6.1.1 IS 12235 (Part 1) Table 1(Dimension of Pipes: Mean outside Diameter, dem)	-	500	-
6.1,6.1.1 IS 12235 (Part 1) Table 1(Outside Diameter at any point, de)	-	0	-
6.1.2 IS 4985 Table 2(Wall Thickness, e )	-	0	-
6.1.3 (Length of Pipe)	-	0	-
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)	-	0	-
6.1.4, Table 3(ii) Min. depth of engagement, A. )	-	0	-
6.1.4 Table 3(iii) Depth of sealing Zone C )	-	0	-
6.1.4, Table 3(iv) Length of spigot, l1)	-	0	-
6.1.4, Table 3(v) Chamfer length, H : Approx.)	-	0	-
6.1.4.1 (wall thickness of sockets e2 min=0.9e )	-	0	-
6.1.4.1 (e3min=0.75e)	-	0	-
6.1.4, Table 4(b) Solvent Cement Joint sockets and spigot ends i) Mean inside dia. Of socket, dsm)	-	0	-
6.1.4, Table 4(ii) Length of Solvent Cement socket, l2 )	-	0	-
6.1.4, Table 4(iii) Length of spigot, l1, 100 mm Min.)	-	0	-
6.1.4, Table 4(iv) Chamfer length, H, 7 mm Approx.)	-	0	-
7(Physical characteristics )	-	0	-
7.1(Appearance:- )	-	300	-
7.1(Appearance:- )	-	300	-
7.3 IS 1223S ( Part 2)(Vicat Softening Temperature When determined according to IS 1223S ( Part 2), shall not be lessthan 79°C.)	-	1100	-
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.)	-	1000	Testing charges+ specimen ( 700+300)
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.)	-	1400	Testing charges+ specimen ( 1100+300)
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)	-	1400	Testing charges+ specimen ( 1100+300)
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) )	-	850	-
8.3 IS 12235 ( Part 8/ Sec 1 ) Table 6(b) Type Test:(1000h at 60 0 C) )	-	11000	-
9 9.1, IS 5382(JOINTS:- a) Elastomeric Sealing Rings)	-	0	-
9.2 IS 14182(b) Solvent cement)	-	0	-
10.1.1 Annex D(Internal hydrostatic pressure test for elastomeric sealing ring joints)	-	850	-
10.1.2 Annex E(Internal negative hydrostatic pressure test (internal vacuum) for elastomeric sealing ring joints)	-	1000	-
10.2.1(Internal hydrostatic pressure test for solvent cemented Joints)	-	850	-
10.2.2(Internal negative hydrostatic pressure test (internal vacuum)for solvent cemented joints)	-	1000	-
'7.5 (amdt.7)(Effect on Water (Type test))	-	3000	-

Complete

21 Feb, 2026

-
-

IS 15410 (2003)

Containers for packaging of natural mineral water and packaged drinking water - Specification

All

7000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.0 (chem)(MATERIAL)	-	1050	-
4.6.2(TRANSPARANCY)	-	700	-
4.6.3(LEAKAGE TEST)	-	1000	-
4.6.4(DROP TEST)	-	1100	-
4.6.5(MIGRATION TEST)	-	2000	Testing charges + specimen ( 1700+300)
4.6.6(PORTABILITY TEST)	-	900	-
4.6.5.1 (chem)(Colour migration (Caps))	-	300	-
4.6.5.1 (chem)(Colour migration (Container))	-	300	-
4.5, IS:2798:1998(Wall thickness- Bottom, in mm)	-	250	-
4.5, IS:2798:1998(Wall thickness- Middle , in mm)	-	0	-
4.5, IS:2798:1998(Wall thickness- Top , in mm )	-	0	-
4.4 , clause 5 of IS:2798:1998(Brimful capacity in ml)	-	0	-
4.3(Workmanship, Finish & Appearance)	-	0	-

Complete

21 Feb, 2026

-
-

IS 9271 (2004)

Unplasticized polyvinyl chloride (UPVC) single wall corrugated pipes for drainage - Specification (First Revision)

All

7400 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.2(Density-When tested in accordance with ]S 13360 (Part 3/Sec 1), the densi of the pipe shall be between 1.40 and 1.46 gm/cm3 .)	-	500	-
8.5(Elongation Test-(Annex C,)- pipes shall not elongate more than 7.5 percent)	-	1100	-
7.4.1(Perforation Requirement- There sh.all be maximum 8 rows of perforation)	-	500	-
5.1.1(MATERIAL-(Conform to IS 10151)-Up to 10 percent addition of the manufacturers own rework material produced during the manufacture and testing of pipes, complying With the standard IS pertmssible)	-	4100	VCM Content + K- Value ( 3000+1100)
7.4.2(Perforation Requirement-The maximum in flow area shall be 80 cm2/m length of pipe of all diameters)	-	500	-
7.4.3(Perforation Requirement-The heght of corrugation -The depth of corrugations shall be 3 percent, Min of nominal outside diameter (dn).)	-	500	-
5.1(MATERIAL-(Conform to IS 10151))	-	4100	VCM Content + K- Value ( 3000+1100)
5.1.2(MATERIAL)	-	0	declaration by manufacturer
5.1.3(MATERIAL- (Refer IS 4669))	-	1100	-
6(TYPES- perforated or non-perforated types.)	-	500	-
7, Table 1(DIMENSIONS AND TOLERANCE-The nominal outside diameter and tolerances of the corrugated pipes shall be as per Table 1)	-	500	-
7.2, 8(Wall Thickness)	-	250	-
7.3(Length)	-	250	-
7.4.1(Perforation Requirement-)	-	500	-
7.4.1,Table 2(Perforation Requirement-(Refer Table 2))	-	500	-
8.1.1(Visual Appearance, Workmanship and Finish)	-	300	-
8.1.2(Visual Appearance, Workmanship and Finish)	-	300	-
8.3,Table 3(Pipe stiffness-(Refer Annex A))	-	1100	-
8.4,Table 3(Impact Strength at 0 degree C- (refer Annex B))	-	1400	Testing charges + Specimen (1100+300)
8.6(BendIng Test-(Annex D,))	-	1000	-
8.7(Joints)	-	1000	-

Complete

21 Feb, 2026

-
-

IS 10889 (2004)

High density polyethylene films (First Revision)

All

6050 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.0(Grades)	-	300	-
5.1(Materials)	-	2225	Density(500+ Specimen Preparation 625)+MFI(1100)
5.2(Black Compound)	-	2225	-
6.1.1(Appearance)	-	300	-
6.1.2(Film Form)	-	300	-
6.1.3(Odour )	-	300	-
6.1.4(Density)	-	1125	Density(500+ Specimen Preparation 625)
6.1.5(Melt Flow Rate)	-	1100	-
6.1.6(Black Film)	-	2225	-
6.2.1, Table 1(Nominal Thickness)	-	250	-
6.2.1, Table 1(Tolerance, Percent Grade 1 and 2)	-	250	-
6.2.2, Table 2(Nominal Width)	-	250	-
6.2.2, Table 2(Tolerance, Percent Grade 1 and 2)	-	250	-
6.3, Table 3(Yield Tolerance)	-	600	-
6.3, Table 3(Tolerance, Percent Grade 1 and 2)	-	600	-
6.4.1(Tensile Strength at Break)	-	1100	-
6.4.1, Table 4(Direction)	-	1100	-
6.4.1, Table 4(Grade 1 and 2)	-	1100	-
6.4.2(Elongation at Break)	-	1100	-
6.4.2, Table 5(Direction)	-	1100	-
6.4.2, Table 5(Elongation at Break, Percent Grade 1 and 2)	-	1100	-
6.4.3(Impact Resistance (Falling Dart))	-	850	-
6.4.3, Table 6(Average Thickness of Film)	-	250	-
6.4.3, Table 6(Impact Failure Load)	-	1100	-

Complete

21 Feb, 2026

-
-

IS 13488 (2008)

Irrigation equipment - Emitting pipe systems - Specification (First Revision)

All

12075 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1(Materials - shall be resistant to fertilizers and chemicals commonly employed in irrigation, and shall be suitable for use with water at temperatures up to 60°C and at pressures designed for the emitting pipe)	-	0	Declaration by manufacturer
5.1.2 (Ref. Cl 4.1.a of IS 12786 : 1989)(Potyethylene - higher olefins constituent )	-	0	Declaration by manufacturer
5.1.2 (Ref. Cl 4.1.b of IS 12786 : 1989)(Potyethylene - anti-oxidant)	-	0	Declaration by manufacturer
5.1.2 (Ref. Cl 4.1.c.i of IS 12786 : 1989)(Density)	-	500	-
5.1.2 (Ref. Cl 4.1.c.ii of IS 12786 : 1989)(Toluene extract - Annex A of IS 12786:1989)	-	0	Declaration by manufacturer
5.1.2 (Ref. Cl 4.1.c.iii of IS 12786 : 1989)(Volatile matter - Annex B of IS 12786:1989)	-	0	Declaration by manufacturer
5.1.2 (Ref. Cl 4.1.c & 4.2.a of IS 12786 : 1989)(Carbon Black content - IS 2530 : 1963)	-	925	-
5.1.2 (Ref. Cl 4.2.b of IS 12786 : 1989)(The dispersion of Carbon Black content shall be satisfactory - IS 2530 : 1963)	-	700	-
5.1.2 (Ref. Cl 4.3 of IS 12786 : 1989)(Addition of not more than 10 percent of the manufactures own rework material produced during the manufacture and works testing of pipe complying with this standard is permitted. No other rework material shall be used)	-	0	Declaration by manufacturer
6.2.2(Fittings)	-	250	-
6.3(General)	-	300	-
8.1.2(Uniformity of Emission Rate for Unregulated Emitting Pipes)	-	1000	-
8.1.3(Uniformity of Emission Rate for Regulated Emitting Pipes)	-	1000	-
8.2(Emission Rate of Emitting Unit as a Function of Inlet Pressure)	-	1000	-
8.2.1(Unregu/Qt~d Emining Pipe)	-	0	-
8.2.2(Regulated Emitting Pipes)	-	0	-
8.3.1(Wall Thickness ofEmitting Pipe)	-	250	-
8.3.2(Inside Diameter ofEmitting Pipe)	-	250	-
8.3.3(Flow Paths in Emitting Unit)	-	400	-
8.3.4(Spacing ofEmitter Units)	-	0	-
8.4.1(Resistance to Hydrostatic Pressure at Ambient Temperature)	-	1000	-
8.4.2(Resistance to Hydrostatic Pressure at Elevated Temperature)	-	1600	-
8.5(Resistance to Tension at Elevated Temperature)	-	1100	-
8.6(Resistance to Pull Out of Joints Between Fitting and Emitting IS 13479)	-	400	-
8.7.1(Resistance of PE Emitting Pipe to Environmental Stress Cracking -Acceptance Test Annex D of IS 12786)	-	1200	-
8.7.2(Resistance of PE Emitting Pipe to Environmental Stress Cracking - Type Test Annex D of IS 12786)	-	1600	-
8.8(Determination of Emitting Unit Exponent)	-	600	-
9.1(DESIGNATION - Non regulated Emitting Pipe)	-	0	Declaration by manufacturer
9.2(DESIGNATION - Regulated Emitting Pipe)	-	0	Declaration by manufacturer

Complete

21 Feb, 2026

-
-

IS 10124 : Part 1 (2009)

Fabricated PVC-U Fittings for Potable Water Supplies - Specification Part 1 General Requirements (Second Revision)

All size

1925 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3(Material)	-	4100	Testing charges for ( VCM Conten + K- Value)
4(Size of fitting)	-	0	-
5.1 Table-1 Fig.1(Dimension of Socket length)	-	500	-
5.1.2 Table-1(Dimensions of mean inside diameter at mid-point of socket depth)	-	0	-
5.1.3 (Out of Roundness Tolerance of Socket Inside Diameter)	-	0	-
5.2 Table-2 Fig.2(Dimensions of socket for elastomeric sealing ring)	-	0	-
6.1(Opacity test in accordance with IS 12235 (Part 3))	-	575	-
6.2(Short Term Hydraulic Test in accordance with Annex A)	-	850	-
8(Marking)	-	0	-

Complete

21 Feb, 2026

-
-

IS 10124 : Part 2 (2009)

Fabricated pvc - U fittings for potable water supplies - Specification: Part 2 specific requirements for sockets (Second Revision)

All Size

1925 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
10.3 of IS 4985 & Cl. 3.1 of IS 12235(P-4)(Effect on water: Lead (First Extraction))	-	3000	-
3.2.1, Table-1, Fig-1(Nominal size)	-	0	-
3.2.1, Table-1, Fig-1(B)	-	0	-
3.2.1, Table-1, Fig-1(Minimum wall thickness for working pressure)	-	0	-
3.2.1, Table-1, Fig-1(Plumbing)	-	0	-
Clause 3.2.2, and Fig. 2(Nominal size)	-	0	-
Clause 3.2.2, and Fig. 2.(B)	-	0	-
Clause 3.2.2, and Fig. 2.(Minimum wall thickness for working pressure)	-	875	-
3.2.2, and Fig. 2(Dimensions of Socket for Elastomeric Sealing Ring Joint)	-	500	-
10.3 of IS 4985 & Cl. 3.1 of IS 12235(P-4)(Effect on water: Lead (Third Extraction))	-	0	-
10.3 of IS 4985 & Cl. 3.1 of IS 12235(P-10)(Effect on water:Dialkyl tin C4 and higher homologues measured as tin (third extraction))	-	0	-
10.7 of IS 4985(Sulphated Ash content, Annex-B of IS 4985)	-	950	-

Complete

21 Feb, 2026

-
-

IS 10124 : Part 4 (2009)

Fabricated pvc - U fittings for potable water supplies - Specification: Part 4 specific requirements for caps (Second Revision)

All Size

2225 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General)	-	500	-
3.2, 3.2.1, Fig 1(Manufacture)	-	0	-
3.2.2, Fig 1(Dimensions)	-	0	-
Table 1(Cl.3.2.2, and Fig.1)(Dimensions of Caps)	-	0	-

Complete

21 Feb, 2026

-
-

IS 10124 : Part 5 (2009)

Fabricated pvc - U fittings for potable water supplies - Specification: Part 5 specific requirements for equal tees (Second Revision)

All Size

1925 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General)	-	499.99	-
3.2, 3.2.1, Fig 1(Manufacture)	-	0	-
3.2.2, Fig 1(Dimensions)	-	0	-
Table 1(Cl.3.2.2, and Fig.1)(Dimensions of Equal Tees)	-	0	-

Complete

21 Feb, 2026

-
-

IS 10124 : Part 6 (2009)

Fabricated pvc - U fittings for potable water supplies - Specification: Part 6 specific requirements for flanged tail pieces with metallic flanges (Second Revision)

All size

2425 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General)	-	500	-
3.2, 3.2.1, Fig 1(Manufacture)	-	0	-
3.2.2, Fig 2, table 2(Dimensions)	-	0	-
Table 1 (Clause 3.2.2, and Fig. 1)(Dimensions of PVC Flanged Tail Piece with Metallic Flanges)	-	0	-
Table 2 (Cl.3.2.2, and Fig.1)(Dimensions of Flanged Tail Piece with Metallic Flange for Elastomeric Sealing Ring Joint)	-	0	-

Complete

21 Feb, 2026

-
-

IS 10124 : Part 7 (2009)

Fabricated pvc - U fittings for potable water supplies - Specification: Part 7 specific requirements for threaded adaptors (Second Revision)

All size

2225 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General)	-	500	-
3.2(Materials)	-	2000	-
3.3, 3.3.1, Fig 1(Manufacture)	-	0	-
3.3.2, table 1, fig 1(Dimensions)	-	0	-
Table 1 (Clauses 3.3.1 and 3.3.2)(Dimensions of Threaded Adaptors)	-	0	-

Complete

21 Feb, 2026

-
-

IS 10124 : Part 8 (2009)

Fabricated pvc - U fittings for potable water supplies - Specification: Part 8 specific requirements for 90 degree bends (Second Revision)

All Size

1925 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General)	-	500	-
3.2, 3.2.1, Fig 2(Manufacture)	-	0	-
3.2.2, Fig 2, table 2(Dimensions)	-	0	-
3.2.3(the socket measurement shall comply with IS 10124 (Part 1).)	-	0	-
Table 1 (Clause 3.2.2, and Fig. 1)(Dimensions of 90o Bends)	-	0	-
Table 2 (Clause 3.2.2, and Fig. 2)(Dimensions of 90o Bend for Elastomeric Sealing Ring Joint)	-	0	-

Complete

21 Feb, 2026

-
-

IS 10124 : Part 9 (2009)

Fabricated pvc - U fittings for potable water supplies - Specification: Part 9 specific requirements for 60 degree bends (Second Revision)

All size

1825 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General)	-	500	-
3.2, 3.2.1, Fig 2(Manufacture)	-	0	-
3.2.2, Fig 1, table 1(Dimensions)	-	0	-
3.2.3(the socket measurement shall comply with IS 10124 (Part 1).)	-	0	-
Table 1 (Clauses 3.2.2, 3.2.3, and Fig. 1)(Dimensions of 60o Bends)	-	0	-
Table 2 (Clause 3.2.2, and Fig. 2)(Dimensions of 60o Bend for Elastomeric Sealing Ring Joint)	-	0	-

Complete

21 Feb, 2026

-
-

IS 10124 : Part 10 (2009)

Fabricated pvc - U fittings for potable water supplies - Specification: Part 10 specific requirements for 45 degree bends (Second Revision)

All size

1925 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General)	-	500	-
3.2, 3.2.1, Fig 2(Manufacture)	-	0	-
3.2.2, Fig 1, table 1(Dimensions)	-	0	-
3.2.3(the socket measurement shall comply with IS 10124 (Part 1).)	-	0	-
Table 1 (Clause 3.2.2, and Fig. 1)(Dimensions of 45o Bend)	-	0	-
Table 2 (Clause 3.2.2, and Fig. 2)(Dimensions of 45° Bend for Elastomeric Sealing Ring Joint)	-	0	-

Complete

21 Feb, 2026

-
-

IS 10124 : Part 11 (2009)

Fabricated pvc - U fittings for potable water supplies - Specification: Part 11 specific requirements for 40 degree bends (Second Revision)

All size

1925 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General)	-	500	-
3.2.2, Table 1(Dimensions of 30 deg Bends)	-	0	-
3.2.2, Table 2(Dimensions of 30 deg Bend for Elastomeric Sealing Ring Joint)	-	0	-

Complete

21 Feb, 2026

-
-

IS 10124 : Part 13 (2009)

Fabricated PVC-U Fittings for Potable Water Supplies - Specification Part 13 Specific Requirements for 11Â¼oBends PART 12 SPECIFIC REQUIREMENTS FOR 22 Â½o BENDS

All size

1925 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General)	-	500	-
3.2.2, Table 2(Dimension of 11 1/4° bends for Elastomeric sealing ring joint)	-	0	-
3.2.2, Table 1(Dimension of 11 1/4° bends)	-	0	-
3.2.3(Socket, Measurement)	-	0	-

Complete

21 Feb, 2026

-
-

IS 15907 (2010)

Agro textiles – High density polyethylene (HDPE) woven beds for vermiculture – Specification

All

92830 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.3(Cord Beading - IS 15907)	-	0	-
5.1(MANUFACTURE- IS 15907)	-	300	-
5.2.1(Lamination- IS 15907)	-	800	-
5.2.1(Thickness of coating film- method A of IS 13162 (Part 3))	-	250	-
5.2.1(Lamination- IS 15907)	-	0	-
5.2.2(Lamination- IS 15907)	-	0	-
5.2.2(coating thickness of the sandwich lamination- method A of IS 13162 (Part 3))	-	300	-
5.3.1(Construction- IS 15907)	-	250	-
5.3.1(The width of the hem - IS 15907)	-	0	-
5.3.2(Construction- IS 15907)	-	0	-
5.3.2(Finished width of pocket - IS 15907)	-	0	-
5.4(Bonding- IS 15907)	-	300	-
6- Table 1- SL.No (i)(Mass)	-	250	-
6- Table 1- SL.No (ii)(Breaking strength before UV exposure,warp - IS 1969 )	-	1350	Testing charge + Specimen( 1100+250)
6- Table 1- SL.No (ii)(Breaking strength before UV exposure,weft - IS 1969 )	-	1100	-
6- Table 1- SL.No (iii)(Elongation at break of fabric- IS 1969)	-	1100	-
6- Table 1- SL.No (iv)(Retention of breaking strength after UV exposure, - Annex B of IS 15907 and IS 1969)	-	1100	-
6- Table 1- SL.No (v)(Welded seam strength before UV exposure- IS 1969)	-	1350	Testing charge+ Specimen ( 1100+250)
6- Table 1- SL.No (vi)(Welded seam strength after UV exposure- Annex B of IS 15907 and IS 1969)	-	1100	-
6- Table 1- SL.No (vii)(Tear strength, Warp - Method A2 of IS 7016 (Part 3))	-	1350	Testing charges + specimen ( 1100+250)
6- Table 1- SL.No (vii)(Tear strength, Weft - Method A2 of IS 7016 (Part 3))	-	1100	-
6- Table 1- SL.No (viii)(Puncture strength - Annex C of IS 15907)	-	1350	Testing charge+ Specimen ( 1100=250)
6- Table 1- SL.No (ix)(Environmental stress cracking test - Annex D of IS 15907)	-	1450	Testing charge+Specimen ( 1200+250)
6- Table 1- SL.No (x)(Resistance to chemicals, change in the mass - Annex E of IS 15907)	-	2250	Testing charge+ specimen ( 2000+250)
6- Table 1- SL.No (xi)(Colour fastness to artificial light -IS 2454)	-	1750	Testing charge+ specimen ( 1500+250)
6- Table 1- SL.No (xii)(Bursting pressure-IS 1966)	-	1350	Testing charge+ specimen ( 1100+250)
6.1(Length -IS 15907)	-	250	-
6.1(Width - IS 15907)	-	250	-
6.1(Height - IS 15907)	-	300	-
6.2(Water Proofness,IS 7941)	-	1250	Testing charge+ specimen ( 1000+250)
6.2(Water Proofness, IS 7940)	-	1350	-

Complete

21 Feb, 2026

-
-

IS 8674 (2013)

Fibre ropes – Polyethylene – 3- and 4 -strand ropes (third revision)

- View breakup
Rs.1425/-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
No Record Found

Complete

21 Feb, 2026

-
Included w.e.f. 28.04.2017. Up to Ref.No.30

Bureau of Indian Standards

The National Standards Body of India

CIPET, Jaipur

SP-1298, Sitapura Industrial Area, Phase III,Tonk Road, JAIPUR-302 022, Jaipur, Jaipur, Rajasthan, 302022

9090968451 cipetjprtesting@gmail.com

Scope List

No Record Found