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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36 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

IS 15328 (2003)

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

UNPLASTICIZEDNON-PRESSUREPOLYVINYL CHLORIDE(PVC-U) PIPES FORUSEIN UNDERGROUNDDRAINAGEANDSEWERAGE SYSTEMS

21000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5,5.2(Composition of the material The material shall contain a minimum of 0.3 percent of rutile grade titanium dioxide.)	-	800	-
6.1,6.1.1 IS 12235 (Part 1) Table 1(Dimension of Pipes: Mean outside Diameter, dem)	-	300	-
6.1,6.1.1 IS 12235 (Part 1) Table 1(Outside Diameter at any point, de)	-	300	-
6.1.2 IS 4985 Table 2(Wall Thickness, e )	-	200	-
6.1.3 (Length of Pipe)	-	200	-
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)	-	200	-
6.1.4, Table 3(ii) Min. depth of engagement, A. )	-	200	-
6.1.4 Table 3(iii) Depth of sealing Zone C )	-	200	-
6.1.4, Table 3(iv) Length of spigot, l1)	-	200	-
6.1.4, Table 3(v) Chamfer length, H : Approx.)	-	200	-
6.1.4.1 (wall thickness of sockets e2 min=0.9e )	-	200	-
6.1.4.1 (e3min=0.75e)	-	200	-
6.1.4, Table 4(b) Solvent Cement Joint sockets and spigot ends i) Mean inside dia. Of socket, dsm)	-	200	-
6.1.4, Table 4(ii) Length of Solvent Cement socket, l2 )	-	200	-
6.1.4, Table 4(iii) Length of spigot, l1, 100 mm Min.)	-	200	-
6.1.4, Table 4(iv) Chamfer length, H, 7 mm Approx.)	-	200	-
7(Physical characteristics )	-	500	-
7.1(Appearance:- )	-	0	-
7.1(Appearance:- )	-	0	-
7.2(Colour )	-	0	-
7.3 IS 1223S ( Part 2)(Vicat Softening Temperature When determined according to IS 1223S ( Part 2), shall not be lessthan 79°C.)	-	600	-
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	-
8(MECHANICAL CHARACTERISTICS)	-	2000	-
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.)	-	1000	-
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)	-	1000	-
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) )	-	2000	-
8.3 IS 12235 ( Part 8/ Sec 1 ) Table 6(b) Type Test:(1000h at 60 0 C) )	-	5000	-
9 9.1, IS 5382(JOINTS:- a) Elastomeric Sealing Rings)	-	200	-
9.2 IS 14182(b) Solvent cement)	-	1000	-
10(Performance requirements)	-	2000	-
10.1.1 Annex D(Internal hydrostatic pressure test for elastomeric sealing ring joints)	-	2000	-
10.1.2 Annex E(Internal negative hydrostatic pressure test (internal vacuum) for elastomeric sealing ring joints)	-	2000	-
10.2.1(Internal hydrostatic pressure test for solvent cemented Joints)	-	2000	-
10.2.2(Internal negative hydrostatic pressure test (internal vacuum)for solvent cemented joints)	-	2000	-
'7.5 (amdt.7)(Effect on Water (Type test))	-	3500	-
5.3(Qualitative)	-	0	-
12(Marking)	-	0	-

18 Mar, 2029

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Included w.e.f. 22.06.2026

IS 2508 (2024)

Polyethylene Films and Sheets â Specification (Fourth Revision)

POLYETHYLENE FILMS AND SHEETS

11000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1.4 Sl No. (i) of Table 1, Table 2, Table 3 & Table 4.(Density - IS 13360 : Part 3 : Sec 10 : 2021)	-	500	-
5.1.6(Black Film- Carbon black - IS 2508:2024)	-	1000	-
5.1.6(Ash content - IS 2508: 2024)	-	1000	-
5.1.6(carbon black dispersion - IS 2530: 1963)	-	300	-
5.1.1(Appearance)	-	0	-
5.1.2(Film Form)	-	0	-
5.1.3(Odour)	-	0	-
5.1.5(Melt Flow Index- IS 13360 : Part 4 : Sec 1 : subsec 1 or IS 13360 : Part 4 : Sec 1 : subsec 2)	-	800	-
5.2.1.1/ Table-1,2,3 &4(Nominal Thickness, Annex C,)	-	200	-
5.2.1.2(Nominal Width)	-	200	-
6, Type 1 (LDPE/LLDPE) /Table-1("Tensile strength at break-Machine direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/ Sec 3)")	-	1500	-
6/Table-1("Tensile strength at break-Transverse direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/ Sec 3)")	-	1500	-
6/Table-1("Elongation % at break, -Machine direction,IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/ Sec 3)")	-	1500	-
6/Table-1("Elongation % at break, -Transverse direction,IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/ Sec 3)")	-	1500	-
6/Table-1("Ageing test at (70 ± 1) ºC for 7 days-Machine Direction, IS 7016 (Part 8) followed by IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	2000	-
6/Table-1("Ageing test at (70 ± 1) ºC for 7 days- Transverse Direction, IS 7016 (Part 8) followed by IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	2000	-
6/Table-1(Dart impact strength,Method B of IS 13360 (Part 5/Sec 6))	-	900	-
6/Table-1(Tear resistance -Machine direction, IS 13360 (Part 5/Sec 23))	-	800	-
6/Table-1(Tear resistance-Transverse direction, IS 13360 (Part 5/Sec 23))	-	800	-
" 7, Type 2 (HDPE/PE) /Table-2"("Tensile strength at break-Machine direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/ Sec 3)")	-	1500	-
" 7/Table-2"("Tensile strength at break-Transverse direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/ Sec 3)")	-	1500	-
" 7/Table-2"("Elongation % at break, -Machine direction,IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/ Sec 3)")	-	1500	-
" 7/Table-2"("Elongation % at break, -Transverse direction,IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/ Sec 3)")	-	1500	-
" 7/Table-2"("Ageing test at (70 ± 1) ºC for 7 days-Machine Direction, IS 7016 (Part 8) followed by IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	2000	-
" 7/Table-2"("Ageing test at (70 ± 1) ºC for 7 days- Transverse Direction, IS 7016 (Part 8) followed by IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	2000	-
" 7/Table-2"(Dart impact strength,Method B of IS 13360 (Part 5/Sec 6))	-	700	-
8, Type 3 (LDPE/LLDPE, PE) /Table-3("Average Tensile Break strength- Machine Direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	1500	-
8/Table-3("Average Tensile Break strength- Transverse Direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	1500	-
8/Table-3("Average Tensile Break Elongation %-Machine Direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	1500	-
8/Table-3("Average Tensile Break Elongation %-Transverse Direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	1500	-
8/Table-3(Average Tear resistance, IS 2508: 2024 Annex-D)	-	700	-
8/Table-3(Average Puncture resistance, IS 2508: 2024 Annex-E)	-	500	-
9, Type 4 (HDPE/PE) /Table-4("Average Yield strength- Machine Direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	1500	-
9/Table-4("Average Yield strength- Transverse Direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	1500	-
9/Table-4("Average Tensile Break strength- Machine Direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	1500	-
9/Table-4("Average Tensile Break strength- Transverse Direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	1500	-
9/Table-4("Average Tensile yield Elongation %-Machine Direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	1500	-
9/Table-4("Average Tensile yield Elongation %-Transverse Direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	1500	-
9/Table-4(Average Tensile Break Elongation %-Machine Direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3))	-	1500	-
9/Table-4(Average Tensile Break Elongation -Transverse Direction, IS 13360 (Part 5/Sec 1) and S 13360 (Part 5/Sec 3))	-	1500	-
9/Table-4(Average Tear resistance, IS 2508: 2024 Annex-D)	-	700	-
Cl-4.2.3.1.4 (b)(Toluene Extract)	-	1000	-
Cl-4.2.3.1.4 (c)(Volatile Matter, Max)	-	1000	-
Cl-4.2.3.1.4 (d)(Carbon Black Particle Size)	-	2000	-
Cl-4.2.3.1.4 (e)(Tint Strength)	-	1000	-
Cl-4.2.3.1.4 (a)(Density)	-	500	-

18 Mar, 2029

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Included w.e.f. 22.06.2026

IS 12701 (1996)

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

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

14000 View breakup
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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

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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
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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
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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 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
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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)	-	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

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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