BIS - LIMS (Laboratory Information Management System)

OMRESEARCH & TESTING LABORATORY PRIVATE LIMITED

GIRWAR BHAWAN, SUKHDEO NAGAR, RATU ROAD, RANCHI, RANCHI, Ranchi, Jharkhand, 834005

6206339360 omlaboratories2019@gmail.com

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10 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

IS 16098 Part 2 (2013)

Structured-Wall Plastics Piping Systems for Non-Pressure Drainage and Sewerage Part 2 Pipes and Fittings with Non-Smooth External Surface, Type B

79000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.1.1 Table-10 (i)(Ring Stiffness)	-	5000	-
Table -1 Cl. No. 5.1, i)(Base Density)	-	2000	-
Table -1 Cl. No. 5.1, ii)(Melt Flow Rate (MFR) at (190ºC, 5kg load))	-	2000	-
8.1.1 Table-10 (ii)(Impact Strength at (0±1 ºC))	-	2000	-
" 5.1 Table-2 ", i)(Resistance to Internal Pressure 165hrs)	-	10000	-
" 5.1 Table-2 ", ii)(Resistance to Internal Pressure 1000hrs)	-	10000	-
8.1.1, 8.1.2 Table-10 (iii)(Ring flexibility 30% of dem)	-	4000	-
6.3.1 & Table-5(Dim (min.) E4 (min) E5 (min.) Socket Length)	-	500	-
6.3.2(Length of Pipe)	-	500	-
8.1.1 Table-10 (iv)(Creep ratio)	-	5000	-
6.3.3(Out Side Diameter)	-	500	-
6.3.5.1.1(Ring Stiffness of Spigot + socket)	-	3000	-
"6.3.5.1.5 Table-5 "(Socket thickness Avg. (min.) Avg.)	-	3000	-
9 Table 12 (ii)(Water tightness)	-	3000	-
9 Table- 12 (iii)(Resistance to combined temperature cycling and external loading)	-	3000	-
7.1(Appearance)	-	500	-
7.1.1(Color of Finished Pipes)	-	500	-
7.2 Table-6 (i)(Resistance to Heating oven test at (110±2ºC for 30 minute))	-	3000	-
9 Table-12 (i)(Tightness of elastomeric ring seal Joint)	-	3000	-
6.3.5.2(Wall Thickness(e4 min))	-	500	-
Table -1 Cl. No. 5.1, iii)(Thermal Stability (Oxidation Induction Test, OIT) at 200ºC)	-	3000	-

18 Mar, 2029

-
Exclusion: Test facility Complete upto Internal Diameter (DN/ID) 300 mm & test facility is not available for : (i) Table 10 (Cl 8.1.1)Sl no. iv Creep ratio; (ii) Table 11 (Cl 8.2.1)Sl no. iii Mechanical Strength or flexibility; (iii) Table 12 (Cl 9)Resistance to combined temperature cycling & loading

IS 14885 (2022)

Polyethylene Pipes for the Supply of Gaseous Fuels ï¿½ Specification (First Revision)

100000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.2(Grade of material)	-	1000	-
4.3(Nominal Diameter)	-	1000	-
4.4(Colour)	-	1000	-
5.1(Polyethylene compound)	-	1000	-
5.7(PE Compound Quality Evaluation)	-	1000	-
5.5(Effect of Gas condensate on the Hydrostatic strength)	-	1000	-
5.6(Resistance to Weathering)	-	1000	-
6.1(Mean out side Diameter (For less than or equal to 25 mm- Average of 8 , For higher diameters average of 6))	-	1000	-
6.1(Out of Roundness (Ovality))	-	1000	-
6.2(Wall thickness (Take 8 reading and Average will be repoted))	-	1000	-
7(Finish)	-	1000	-
8.1(Internal pressure creep rupture test for plain at 80 deg. C for 165h)	-	10000	-
8.1(Internal pressure creep rupture test for plain pipes at 20 deg. C for 100h)	-	10000	-
8.1(Internal pressure creep rupture test for plain pipes at 80 deg. C for 1000 h)	-	10000	-
8.2(Reversion Test)	-	2000	-
8.3(Density)	-	2000	-
8.7(Volatile Matter Content)	-	2000	-
8.8(Tensile Properties (Tensile Yield Strength and Elongation at Break))	-	3000	-
6.4(Length of Pipe)	-	1000	-
8.4(Melt Flow Rate (MFR))	-	2000	-
8.5(Pigment Dispersion)	-	2000	-
8.10(Slow Crack Growth Rate Test)	-	2000	-
8.11(Squeeze-off)	-	1000	-
5.1, 5.7 Table 2(i) Conventional density (of base polymer))	-	1000	-
5.1, 5.7 Table 2(v) Water content1))	-	2000	-
6(Dimensions of pipes)	-	1000	-
10(Marking)	-	1000	-
5.6(ii) Hydraulic characteristics)	-	10000	-
5.3(Anti-oxidant)	-	1000	-
5.1, 5.7 Table 3(iv) Resistance to slow crack growth rate)	-	1000	-
8.6(Thermal Stability (Oxidation Induction Time))	-	3000	-

18 Mar, 2029

-
Exclusion: Test facility complete upto Nominal Diameter 400mm & test facility not available for Cl 5.1 Table 2 Sl no vi, Pigment Dispersion

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 )	-	2000	-
4.2.3(Carbon Dispersion Test)	-	2000	-
5(Types and Features )	-	500	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	3000	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	3000	-
6.1(Finish)	-	500	-
7.1.1(Resistance to Deformation)	-	2000	-
7.2(Resistance to Impact)	-	2000	-
7.3(Test for Top Load Resistance)	-	2000	-
7.4(Tensile Strength)	-	2000	-
7.5(Flexural Modulus)	-	2000	-
7.6(overall Migration)	-	2000	-
9.2.1(Man-Hole and Hand-Hole Lids)	-	2000	-
9.1(Lid Thickness)	-	500	-
5.4(Wall Thickness above effective height)	-	500	-
5.2 Table 2 (7)(Minimum Wall Thickness)	-	500	-
5.1 Table 1 (7)(Minimum Weight of Tank (Without Lid))	-	500	-
4.2.1(Density)	-	500	-
4.2.2(MFI)	-	5000	-
10(MARKING)	-	500	-

18 Mar, 2029

-
Exclusion: Test facility complete upto Net Capacity 10,000 litres

IS 12786 (2024)

Irrigation equipment - Polyethylene pipes for irrigation laterals - Specification (first revision)

13500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-4.1(Material)	-	500	-
Cl-4.2(Carbon content of finished PE lateral pipe)	-	1000	-
Cl-5.1(Dimensions of pipes and wall thicknesses)	-	500	-
Cl-6.0(Visual Appearance)	-	500	-
Cl-7.1(Hydraulic Characteristics- Internal pressure creep rupture test)	-	10000	-
Cl-7.1(Hydraulic Characteristics- quality acceptance test)	-	10000	-
Cl-7.2(Reversion Test)	-	2000	-
Cl-7.3(Tensile Test)	-	3000	-
Cl-7.3.1(Test Piece)	-	500	-
Cl-7.3.2(Procedure)	-	500	-
Cl-7.4(Susceptibility to Environmental Stress Cracking)	-	500	-
Cl-8.0(Supply of pipes)	-	500	-
Cl-9.0(Coiling)	-	500	-
Cl-10.0(Sampling and criteria for conformity)	-	500	-
Cl-11(Marking)	-	500	-
3(Class of Pipe)	-	500	-
5.1 & Table 1(Dimensions of Pipes - Outside diameters)	-	500	-
5.1 & Table 1(Dimensions of Pipes - Wall thickness)	-	500	-
7.3(Elongation at Break)	-	3000	-
4.2(a)(Carbon Black Content-IS 2530)	-	2000	-
4.2(b)(Carbon Black Dispersion-IS 2530)	-	2000	-

18 Mar, 2029

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-

IS 15778 (2007)

Chlorinated polyvinyl chloride (Cpvc) pipes for potable hot and cold water distribution supplies - Specification

Class I, II, III

80000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5 Table 1(Classification of pipes)	-	500	-
6.2.1 Annex B(Chloride Content of Resin)	-	3000	-
6.3(Compound Properties)	-	3000	-
6.3.1 Annex B(Chloride content)	-	3000	-
6.3.2 Annex C(Verification of the Malfunction Temperature, Tmal: )	-	2000	-
6.3.2 IS 13360 (Part 3/See 1)(Density)	-	1500	-
7.1 IS 12235 (Part 1) Table 2(Dimension of Pipes: Mean outside Diameter)	-	500	-
7.1,7.1.1 IS 12235 (Part 1) Table 2(Outside Diameter at any point)	-	500	-
7.1.2 IS 12235 (Part 1) Table 2(Wall Thickness )	-	500	-
7.1.3 (Effective length)	-	500	-
8(Pipe Ends)	-	500	-
9.1(Visual Appearance)	-	500	-
9.2 IS 12235 (Part 3)(Opacity)	-	2000	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (first extraction))	-	3000	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (third extraction))	-	3000	-
Cl. 9.3,IS 4985 Cl. 10.3(Dialkyl tin C4 and higher homologues measured as tin (third extraction))	-	3000	-
Cl. 9.3,IS 4985 Cl. 10.3(Cadmium (for all three extracts) )	-	3000	-
Cl. 9.3,IS 4985 Cl. 10.3(Mercury (for all three extracts) )	-	3000	-
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances such as 'di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate' (third extraction) )	-	3000	-
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances including di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate')	-	3000	-
9.4 IS 12235(Part 5/Sec 1 and Sec 2)(Reversion Test : When tested by the method prescribed in IS 12235(Part 5/Sec 1 and Sec 2), a length of pipe 200 + 20 mm long shall not alter in length by more than 5 percent.)	-	2000	-
9.5 IS 12235(Part 2)(Vicat Softening Temperature: When tested by the method prescribed in IS 12235(Part 2), the Vicat softening temperature of the specimen shall not be less than 110°C.)	-	2000	-
9.6 IS 12235(Part 14)(Density)	-	1000	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	10000	-
10.2 Table 3 IS 12235 (Part 8/Sec 1)(Thermal Stability by Hydrostatic Pressure Testing)	-	10000	-
10.3 IS 4985 Table 4(Resistance to External Blow at O°C: When tested by the method prescribed in IS 4985, with classified striker mass and drop height as given in Table 4, the pipe shall have a true impact rate of not more than 10 percent.)	-	2000	-
10.4 IS 12235(Part 19)(Flattening Test)	-	2000	-
10.5 IS 12235(Part 13)(Tensile Strength : When tested by the method prescribed in IS 12235(Part 13), the tensile strength at yield shall not be less than 50 MPaat 27±2°C. )	-	3000	-

18 Mar, 2029

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-

IS 14333 (2022)

Polyethylene Pipes for Sewerage and Industrial Chemicals and Effluent ï¿½ Specification (First Revision)

PE 63, PE 80, PE 100

27000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.2.1,T2("Base Density (At 27°C Temp.)-IS 7328:2020 ")	-	1000	-
5.2.1,T2(Melt Flow Rate (At 190°C /5kg)-IS 2530:1963)	-	1000	-
5.2.1,T2("Volatile Matter- IS 4984:2016 (Annexure-C)")	-	1000	-
5.2.1,T2("Water Content-IS 4984:2016 (Annexure-D)")	-	1000	-
5.2.1.1, T2(Compound Density-IS 7328:2020)	-	1000	-
5.2.1.1, T2("Compound carbon black -IS 2530:1963 content")	-	1000	-
5.2.1.1, T2(Compound Toluene extract - Any Method)	-	1000	-
5.2.1.1, T2(Compound maximum volatile matter -IS 4984:2016 (Annexure-C))	-	1000	-
5.2.1.1, T2(Compound carbon black particle size- Any Method)	-	1000	-
5.2.1.1, T2(Compound ash content - Any Method)	-	1000	-
5.2.1.1, T2("Compound carbon black -IS 2530:1963 dispersion")	-	1000	-
5.3(Density of Higher olefin - IS 7328:2020)	-	1000	-
5.3(Olefin Constituents- 14333-2022)	-	1000	-
5.3(Loading of Carbon Black - IS 2530:1963)	-	1000	-
6(Pipe Description - IS 14333-2022)	-	500	-
6.2(Colour- IS 14333-2022)	-	500	-
7.1(Visual Appearance- IS 14333-2022)	-	500	-
7.2(Length- IS 14333-2022)	-	500	-
7.4,T3 of IS 4984(Outside Diameter-IS 4984-2016)	-	500	-
7.4,T4 of IS 4984(wall Thickness-IS 4984-2016)	-	500	-
7.4,T3 of IS 4984(Ovality-IS 4984-2016)	-	500	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 27 oC , Test Period - 100 hrs.-IS 4984-2016 (Annexure-E))	-	10000	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 48 hrs.-IS 4984-2016 (Annexure-E))	-	10000	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 165 hrs.-IS 4984-2016 (Annexure-E))	-	10000	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 1000 hrs.-IS 4984-2016 (Annexure-E))	-	10000	-
8.2("Longitudinal Reversion Test - IS 4984-2016 (Annexure-F)")	-	2000	-
8.3(Carbon black content- IS 2530-1963)	-	1000	-
8.3(Carbon black content Dispersion- IS 2530-1963)	-	1000	-
8.4(Melt Flow rate(Temperature - 190oC,Mass 5kg)-IS 2530-1963)	-	2000	-
8.6(Density-IS 7328:2020)	-	2000	-
8.7("Tensile Strength for Butt Fusion - IS 4984-2016 (Annexure-G)")	-	3000	-
8.8,T5("Tensile - IS 4984-2016 (Annexure-H)")	-	3000	-
8.8,T5("Elongation -IS 4984-2016 (Annexure-H)")	-	3000	-
8.9(Slow Crack Growth Rate{Internal Pressure creep Rupture test, Temperature - 80±1 oC , Test Pressure – 0.80MPa, Test Period - 500 hrs.-IS 4984-2016 (Annexure-E &J))	-	10000	-
5.4(Antioxidant - Any Method)	-	1000	-
7.3(Coiling- IS 14333-2022)	-	1000	-
5.2.1,T2(Thermal Stability(Oxidation Induction Time)-IS 4984:2016(Annexure-B))	-	3000	-

18 Mar, 2029

-
Exclusion: Test facility complete upto Nominal Diameter 250mm

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

13500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.5(Surface colour of the pipes shall be dark shade of grey)	-	250	-
Cl.7.1(Mean out side Diameter (For less than or equal to 40 mm- Average of 8 , For higher diameters up to 110 mm average of 6))	-	250	-
Cl.7.1(Outside Diameter at any point (Take 8 reading reported minimum, maximum))	-	250	-
Cl.7.1(Wall thickness "minimum,maximum" (Take 8 reading))	-	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.)	-	500	-
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.)	-	500	-
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.)	-	2000	-
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)	-	2000	-
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.)	-	2000	-
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.)	-	2000	-
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)	-	2000	-
8.6(Effect on Water Test)	-	3000	-
14(Marking)	-	1000	-

18 Mar, 2029

-
-

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

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.6(Vicat Softening Temperature IS 12235 (Part 2).)	-	2000	-
9.5(Tensile Strength IS 12235(Part 13))	-	2000	-
9.4 and Table 14(Resistance to External Blows at 0 ?C IS 12235 (Part 9))	-	2000	-
9.3(Density IS 12235 (Part 14))	-	1000	-
9.2(Internal Diameter)	-	250	-
9.1( Visual Appearance)	-	250	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	250	-
8.4(Sealing rings - Hardness)	-	500	-
8.1 to 8.3 and Table 11 &12 Fig 3A & 4A(THREADING OF SCREEN ANDCASING PIPES. IS 554.)	-	500	-
7.5 and Table 10 Fig 2A & 2B(Approximate Free Passage Area, in Percent (Mean Value) for Width of Slot (w))	-	500	-
7.5 and Table 10 Fig 2A & 2B(Summation of slot lengths over internal circumference of the cross- section.)	-	500	-
7.5 and Table 10 Fig 2A & 2B(Minimum number of slots on the circumference of the cross-section.)	-	500	-
7.4 Table 8 & 9 Fig 1(Segmental length for Spigot (average of 4.0))	-	500	-
7.4 Table 8 & 9 Fig 1(Segmental length,mm for socket (average of 4.0))	-	500	-
7.4 Table 8 & 9 Fig 1(Segmental length, l3)	-	500	-
7.4 Table 8 & 9 Fig 1(Effective length, l2)	-	500	-
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	-
7.1, 7.2 and Table 5, 6 & 7 Fig 1B(Mean outside dia over connection,mm (Take 4 reading and maximum valu reported))	-	250	-
7.1, 7.2 and Table 5, 6 & 7 Fig 1B(Outer Diameter at any point, Max)	-	250	-
7.1, 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	-
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 )	-	3000	-
4.1.1 (Ref. 3.4.1. of IS 10151)(Composition - The monomer content (VCM content) in the resin - Annex A ofIS 10151)	-	2500	-
5(COLOUR)	-	500	-
8(Marking)	-	500	-

18 Mar, 2029

-
Exclusion: Test facility complete upto Nominal Diameter 250mm for all Type

IS 4984 (2016)

Polyethylene pipes for water supply - Specification (Fifth Revision)

PE 63, PE 80 and PE 100

21000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.10(Slow Crack Growth Rate)	-	2500	-
8.9 table-6(Elongation at Break)	-	1500	-
8.8(Tensile Strength for Butt-fusion)	-	1500	-
8.7(Density)	-	1500	-
8.4( Melt Flow Rate)	-	2000	-
8.2(Longitudinal Reversion Test)	-	2000	-
8.1.2 table -5(Internal Pressure Creep Rupture Test of Pipe Joints)	-	10000	-
8,/8.1/8.1.1 table-5(PERFORMANCE REQUIREMENTS / Hydraulic Characteristics/ Internal Pressure Creep Rupture Test of Pipe)	-	10000	-
7.4.1.2(Ovality)	-	1000	-
Cl-7.4(Mean Outside Diameter (For upto 50 mm take 8 reading, above 50mm take 6 reading & average will be reported))	-	1000	-
7.2(Length)	-	500	-
6.2.1(6.1.1 Identification Stripes)	-	500	-
6.2(Colour)	-	500	-
6.1.4(PIPE DESCRIPTION)	-	0	-
6.1.3 (PIPE DESCRIPTION)	-	0	-
6, 6.1.2(PIPE DESCRIPTION)	-	0	-
6, 6.1.1(PIPE DESCRIPTION)	-	0	-
6, 6.1(PIPE DESCRIPTION)	-	0	-
8.6(Overall migration)	-	2000	-
8.3(Carbon black)	-	2000	-
5.4(Anti oxydent)	-	2000	-
5.3(e)(Carbon Black Master Batch)	-	2000	-
5.3(d)(Carbon Black Master Batch)	-	2000	-
5.3(c)(Carbon Black Master Batch)	-	2000	-
5.3(b)(Carbon Black Master Batch)	-	2000	-
5.3 (a)(Carbon Black Master Batch)	-	2000	-
5.2(Polyethylene Resin)	-	2000	-
5, 5.1 table-1(MATERIALS)	-	0	-
5.2(Density)	-	2000	-
5.2(Volatile matter Content)	-	2000	-
Clause 7.1(Visual Apperance)	-	1000	-
Clause 7.3(Coiling)	-	1000	-
Clause 8.3(Carbon Black content)	-	1000	-
Clause 8.3(Carbon Black Dispersion)	-	1000	-
CL 7.4(Wall Thickness (Take 8 reading & Minimum and Maximum reported))	-	1000	-
Table-2 (iii, iv)(Thermal Stability (Oxidation Induction Time), Volatile Matter)	-	3000	-

18 Mar, 2029

-
Exclusion: Test facility complete upto Nominal Diameter 250mm

IS 4985 (2021)

UNPLASTICIZED PVC PIPES FOR POTABLE WATER SUPPLIES SPECIFICATION Fourth Revision

class 1 -6 & Group 1-3

20000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
11.2(Resistance to External Blows at 0°C)	-	1000	-
10.1(Colour)	-	250	-
10.1(Surface Finish)	-	250	-
7.2.1.1 Table3 (Angle of taper (Note-1))	-	250	-
Clause 10.7(Sulphated Ash Content)	-	2000	-
5(CLASSIFICATION OF PIPES)	-	250	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Minimum))	-	250	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Mamimum))	-	250	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. Variation)	-	250	-
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Minimum))	-	250	-
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Maximum))	-	250	-
7.1.1.2(DIMENSIONS-PIPE-Ovality (Maximum))	-	250	-
7.1.2.1(DIMENSIONS-PIPE-Thickness(Minimum))	-	250	-
7.1.2.1(DIMENSIONS-PIPE-Thickness(Maximum))	-	250	-
7.1.2.1(DIMENSIONS-PIPE-Average Thickness)	-	250	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Minimum))	-	500	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Maximum))	-	500	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Minimum Length)	-	500	-
7.2.1.2(a)-Table 5(DIMENSIONS-Sockets for elastomeric sealing ring joints-Minimum depth of engagement)	-	500	-
7.2.1.2-Table 4(DIMENSIONS-Sockets for elastomeric sealing ring joints-Socket inner Diameter)	-	500	-
8(SEALING RINGS)	-	500	-
9.1(PIPE ENDS)	-	500	-
10.4(PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test)	-	500	-
10.5(PHYSICAL AND CHEMICAL CHARACTERISTICS- Vicat Softening Temperature)	-	500	-
10.6(PHYSICAL AND CHEMICAL CHARACTERISTICS- Density)	-	500	-
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test))	-	10000	-
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test))	-	10000	-
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Integral Sealing Ring Sockets)	-	10000	-
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)-for Integral Sealing Ring Sockets)	-	10000	-
11.1.1(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Plumbing pipes)	-	10000	-
6.1.2(PVC Resin)	-	2000	-
10.2(PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity)	-	100	-
10.1.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance)	-	100	-
10.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance)	-	100	-
7.2.1(DIMENSIONS-Socket)	-	500	-
7.2.1(DIMENSIONS-Socket)	-	500	-
7(DIMENSIONS-PIPE-Nominal Diameter)	-	500	-
9.1(PIPE ENDS)	-	500	-
D-2.1.2.4(Effect on Water Test)	-	3000	-
10.3(Effect on Water)	-	3000	-
10.3()	-	0	-
10.3("Effect on Water a) Lead (first extraction) ")	-	2000	-
10.3(b) Lead (Third extraction))	-	2000	-
10.3(d) Cadmium (All three extracts))	-	2000	-
10.3(e) Mercury (All three extracts))	-	2000	-
10.3(f) Other Toxic Substances)	-	2000	-
10.1(Colour)	-	500	-
10.1(Surface Finish)	-	500	-
7.2.1.1 Table3(Angle of taper (Note-1))	-	500	-
10.7(Sulphated Ash Content)	-	2000	-
Cl-7.1(Mean out side Diameter (For less than or equal to 40 mm- Average of 8 , For higher diameters up to 110 mm average of 6))	-	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)	-	500	-
Cl- 7.2(Socket length (Take 4 reading & minimum will be reported))	-	500	-
7.2.1(DIMENSIONS-Socket)	-	500	-
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))	-	500	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Maximum))	-	500	-
7.2.1.2(a)-Table 5(DIMENSIONS-Sockets for elastomeric sealing ring joints-Minimum depth of engagement)	-	500	-
7.2.1.2-Table 4(DIMENSIONS-Sockets for elastomeric sealing ring joints-Socket inner Diameter)	-	500	-
8(SEALING RINGS)	-	500	-
9.1(PIPE ENDS)	-	500	-
10.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance)	-	500	-
10.1.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance)	-	500	-
10.2(PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity)	-	2000	-
10.4(PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test)	-	2000	-
10.5(PHYSICAL AND CHEMICAL CHARACTERISTICS- Vicat Softening Temperature)	-	2000	-
10.6(PHYSICAL AND CHEMICAL CHARACTERISTICS- Density)	-	2000	-
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test))	-	10000	-
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test))	-	10000	-
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)	-	10000	-
11.1.1(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Plumbing pipes)	-	10000	-
11.2(Resistance to External Blows at 0°C)	-	2000	-
10.3(Effect on Water Test)	-	5000	-
6.1.2(PVC Resin)	-	2000	-
7.1.3(mean outside diameter, outside diameter at any point, and wall thickness of plumbing pipes)	-	500	-
7.1.4(Length)	-	500	-
6.1.1(VCM Content)	-	5000	-
7.2.1.2b(Maximum inner diameter of groove)	-	250	-
13.1(Marking)	-	500	-
5(CLASSIFICATION OF PIPES)	-	500	-

18 Mar, 2029

-
Exclusion: Test facility complete upto Nominal Diameter 315mm

Bureau of Indian Standards

The National Standards Body of India

OMRESEARCH & TESTING LABORATORY PRIVATE LIMITED

GIRWAR BHAWAN, SUKHDEO NAGAR, RATU ROAD, RANCHI, RANCHI, Ranchi, Jharkhand, 834005

6206339360 omlaboratories2019@gmail.com

Scope List