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

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119 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

IS 7834 : Part 7 (1987)

injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 7 Specific requirements for unions

All size

5625 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
2.1(General)	-	4100	VCM content(3000.00)+K value(1100.00)
2.2(Manufacture)	-	250	-
2.2.2, Table 1(Size)	-	500	-
2.2.2, Table 1(Union Laying Length)	-	0	-
2.2.3( inside diameter of the socket)	-	500	-
2.2.3(Socket length)	-	0	-

21 Feb, 2029

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-

IS 12786 (1989)

Irrigation equipment - Polyethylene pipes for irrigation laterals - Specification

All

9725 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5 and Table 1(DIMENSIONS OF PIPES - outside diameters)	-	250	-
4.1.a (Potyethylene - higher olefins constituent )	-	1050	-
4.1.b(Potyethylene - anti-oxidant)	-	0	-
4.1.c.i (Density)	-	1125	Test charges+ Specimen ( 500+625)
4.1.c.ii (Toluene extract - Annex A)	-	1100	-
4.1.c.iii (Volatile matter - Annex B )	-	700	-
4.1.c & 4.2.a (Carbon Black content - IS 2530 : 1963)	-	925	-
4.2.b (The dispersion of Carbon Black content shall be satisfactory - IS 2530 : 1963)	-	700	-
4.3(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	-
7.3(Tensile Test)	-	1350	Tensile strength + Specimen (1100+ 250)
7.3(Elongation at Break)	-	0	-
7.4(SusceptibiIity to Environmental Stress Cracking)	-	1200	-
5 and Table 1(DIMENSIONS OF PIPES - outside diameters)	-	250	-
5 and Table 1(DIMENSIONS OF PIPES - wall thickness shall)	-	0	-
7.2(Reversion Test)	-	1000	Test charges+ Specimen (700+300)
7.1(Hydraulic Characteristics)	-	0	-
6.1(Visual Appearance)	-	300	-
5.0 5.1 (Table1) (c)Wall thickness of pipe Maximum)	-	0	-
5.0 5.1 (Table1) (c)Wall thickness of pipe Minimum)	-	0	-
5.0 5.1 (Table1) (b)Tolerance on OD)	-	0	-
5.0 5.1 (Table1) (Dimensions a)Outside diameter of pipe)	-	0	-
3.1(Class of Pipe)	-	0	-
9.0 (9.1)(Minimum Internal Diameter of Coil)	-	0	-
8.0 (8.1) (Supply of pipes )	-	0	-
7.1 Table-2 (b)Acceptance Test for 01 hour at 20°C & 6.9MPa induced stress)	-	1000	-
7.1 Table-2 (Hydraulic Characteristics a)Quality Test for 100 hours at 70°C & 2.5.MPa induced stress. )	-	3000	-
5 and Table 1(DIMENSIONS OF PIPES - wall thickness shall)	-	0	-
6.0 (6.1) (Visual appearance)	-	0	-
7.4(SusceptibiIity to Environmental Stress)	-	0	-
Cl. 9.0 - 9.1(Minimum Internal Diameter of Coil)	-	0	-

21 Feb, 2029

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-

IS 13487 (1992)

Irrigation equipment - Emitters - Specification

All

4700 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.1(Construction and workmanship)	-	300	-
7.2(Flow path in emitters)	-	300	-
7.3.1(Resistance to Hydrostatic pressure)	-	1000	-
7.3.2(Resistance to Hydrostatic pressure)	-	1000	-
7.3.3(Resistance to Hydrostatic pressure)	-	1000	-
7.4.1(Emitter Pull Out In-line emitters)	-	500	-
7.4.2(Emitter Pull Out On-line emitters)	-	500	-
8.1.2(Uniformity of Emission Rate Unregulated emitters)	-	1000	-
8.1.2(Uniformity of Emission Rate Unregulated emitters)	-	1000	-
8.1.3(Uniformity of Emission Rate Regulated emitters)	-	1000	-
8.2.2(Emission rate as a function of inlet pressure Unregulated emitters)	-	1000	-
8.2.3(Emission rate as a function of inlet pressure Regulated emitters)	-	1000	-
8.3(Determination of Emitter Exponent)	-	600	-
4(Classification)	-	0	-
8.1.3(Uniformity of Emission Rate Regulated emitters)	-	0	-

21 Feb, 2029

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IS 12701 (1996)

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

Cylindrical & Loft (All)

18050 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.2.3(Carbon Black Content )	-	925	-
4.2.3(Carbon Dispersion Test)	-	700	-
5(Types and Features )	-	0	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	500	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	3050	All dimension ( 500+250+250+250+250+250+500+300+250+250)
5.3(Types and Features )	-	0	-
5.6(Types and Features )	-	0	-
6.1(Finish)	-	300	-
7.1.1(Resistance to Deformation)	-	700	-
7.1.2(Resistance to Deformation)	-	0	-
7.2(Resistance to Impact)	-	1100	-
7.3(Test for Top Load Resistance)	-	900	-
7.4(Tensile Strength)	-	1350	Testing charge+ Specimen charge ( 1100+250)
7.5(Flexural Modulus)	-	1600	Testing charge+ Specimen charge ( 1100+500)
7.6(overall Migration)	-	2200	Testing charge+ Specimen charge ( 1700+500)
9.2.1(Man-Hole and Hand-Hole Lids)	-	200	-
9.1(Lid Thickness)	-	250	-
5.4(Wall Thickness above effective height)	-	250	-
5.2 Table 2 (7)(Minimum Wall Thickness)	-	250	-
5.1 Table 1 (7)(Minimum Weight of Tank (Without Lid))	-	500	-
4.1(MATERIALS)	-	0	-
4.2.1(Density)	-	500	-
4.2.2(MFI)	-	0	-
9.1(Man-Hole and Hand-Hole Lids)	-	3525	Man hole & Hand hoe lid charges
9.2(Man-Hole and Hand-Hole Lids)	-	200	-

21 Feb, 2029

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-

IS 14333 (1996)

High Density Polyethylene Pipe For Sewerage -

All size

11475 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
10(Marking)	-	0	-
3(Designation)	-	0	-
4(Colour)	-	300	-
6(Dimensions of pipes)	-	250	-
7(Visual Appearance)	-	300	-
8.1(Hydraulic characteristics)	-	6400	Acceptance test+ Type test (1600+4800)
8.2(Reversion)	-	1000	Testing charges+ Specimen charges (700+300)
8.3(Density)	-	500	-
8.4(Melt Flow Rate)	-	1100	-
Cl. 8.5, IS 2530-1963, Cl. 10(Cabon Black Content)	-	925	-
Cl. 8.5, IS 2530-1963, Cl. 16(Carbon Black Dispersion)	-	700	-

21 Feb, 2029

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-

IS 14735 (1999)

Unplasticized Polyvinyl Chloride (UPVC) Injection Moulded Fittings for Soil and Waste Discharge System for Inside and Outside Buildings Including Ventilation and Rain Water System -

All

10675 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
19(Marking)	-	300	-
3(Type of Fitting)	-	0	-
4(Size Designation)	-	0	-
5(Colour of fittings)	-	300	-
7.1,Table 1(Wall thickness)	-	250	-
7.2 ,Table 2&3(Socket Dimensions)	-	250	-
7.3(Dimensions of waste trap(Nahani Trap)	-	0	-
8(Sealing Rings)	-	375	-
10(Workmanship)	-	300	-
11(Design requirements)	-	500	-
11.1(Solvent cement type or Rubber ring type)	-	0	-
11.2(Socket and spigot configeration)	-	0	-
11.4,Table 5(Vent cowl)	-	0	-
11.5,Table 6(Pipe Clips)	-	0	-
12(Physical test requirements)	-	0	-
12.1(Visual appearance)	-	300	-
12.2(Stress relief test)	-	700	-
12.3(Vicat softening tempewrature)	-	1100	-
Cl.13, IS 12235 (P-7)-2004, (Resistance to Sulphuric Acid)	-	2500	Test charge+ Specimen charge ( 2000+500)
Cl.14, Annex A(Titanium Di-Oxide Content)	-	1200	-
Cl.15, Annex B(Sulphated Ash Content)	-	950	-
16(Mechanical Properties)	-	0	-
16.1(Impact test)	-	1100	-
17(Watet tightness of joint)	-	850	-

21 Feb, 2029

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IS 14887 (2014)

Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packaging of 50 kg food grains – Specification (first revision)

PE & PP All

25080 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.2(Tapes – Width and Thickness ( IS 6192/IS 11197))	-	250	-
3.2(Tapes – Linear Density (IS 6192/IS 11197))	-	500	-
3.2(Tapes – Tenacity (IS 6192/IS 11197))	-	250	-
3.2(Tapes – Elongation at point of rupture (IS 6192/IS 11197))	-	1100	-
3.2(Tapes – Heat Shrinkage (HDPE) (Cl. 3.2 and IS 6192))	-	0	-
3.2(Tapes – Colour Fastness for pigmented tapes (IS 6192/IS 11197))	-	850	-
3.2(Tapes – Dimensional stability (PP) (IS 11197))	-	700	-
3.2(Unlaminated Fabric Mass )	-	250	-
3.3.1(Bottom seam (IS 10789))	-	250	-
4.1 and 3.4(Mass of bale (Cl. 4.1), Capacity (Cl 3.4))	-	250	-
4.2 and Table 1 ii(Dimensions )	-	250	-
5.2 and Table 1 iii(Ends per dm )	-	200	-
5.2 and Table 1 iv(Picks per dm )	-	200	-
4.2 and Table 1 v(Mass of sack )	-	300	-
4.2 and Table 1 vi(Average breaking strength of fabric )	-	1100	-
4.2 and Table 1 vi(Breaking strength of bottom seam )	-	1100	-
4.2 and Table 1 viii(Elongation at break of fabric )	-	0	-
4.2 and Table 1 ix(Average breaking strength and elongation at break of UV stabilized HDPE/PP fabric after been exposed to UV radiation and weathering )	-	10180	For UV Test (10065+9240)=10180
4.2 and Table 1 x(Ash content )	-	950	-
3.1(Material Identification)	-	4000	FTIR + DSC
3.1(Overall Migration)	-	2000	Testing+ Specimen charges ( 1700+300)
3.2(Density)	-	500	-
3.2(MFI)	-	1100	-

21 Feb, 2029

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-

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
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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)	-	300	-
3.2.3(socket, measurements)	-	0	-
6.3(Effect on water test)	-	3000	-

21 Feb, 2029

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up to 500 mm dia

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
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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	-

21 Feb, 2029

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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
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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	-

21 Feb, 2029

-
-

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
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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	-

21 Feb, 2029

-
-

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	-

21 Feb, 2029

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-

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	-

21 Feb, 2029

-
-

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)

21 Feb, 2029

-
-

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	-

21 Feb, 2029

-
-

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	-

21 Feb, 2029

-
-

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	-

21 Feb, 2029

-
-

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	-

21 Feb, 2029

-
-

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	-

21 Feb, 2029

-
-

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

21 Feb, 2029

-
-

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	-

21 Feb, 2029

-
-

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	-

21 Feb, 2029

-
-

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	-

21 Feb, 2029

-
-

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	-

21 Feb, 2029

-
-

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	-

21 Feb, 2029

-
-

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	-

21 Feb, 2029

-
-

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	-

21 Feb, 2029

-
-

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	-

21 Feb, 2029

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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
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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	-

21 Feb, 2029

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-

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
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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	-

21 Feb, 2029

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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