BIS - LIMS (Laboratory Information Management System)

PIONEER TESTING LABORATORY PRIVATE LIMITED

Kh No. 84/2, Street No: 4, Mundka Industrial Area, (Near Mundka INDUSTRIAL Area Metro Station), New Delhi - 110041., Delhi, West, Delhi, 110041

9810040186 pioneertestinglabdelhi@gmail.com

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179 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

151

IS 10124 : Part 5 (2009)

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

All Type

3700 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General)	-	2500	-
3.2, 3.2.1, Fig 1(Manufacture)	-	500	-
3.2.2, Fig 1(Dimensions)	-	300	-
Table 1(Cl.3.2.2, and Fig.1)(Dimensions of Equal Tees)	-	300	-

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152

IS 10124 : Part 4 (2009)

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

All Type

3700 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General)	-	2500	-
3.2, 3.2.1, Fig 1(Manufacture)	-	500	-
3.2.2, Fig 1(Dimensions)	-	300	-
Table 1(Cl.3.2.2, and Fig.1)(Dimensions of Caps)	-	300	-

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153

IS 10124 : Part 3 (2009)

Fabricated PVC-U Fittings for Potable Water Supplies - Specification Part 3 Specific Requirements for Straight Reducers

All Type

3700 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General)	-	2500	-
3.2, 3.2.1, Fig 1(Manufacture)	-	200	-
3.2.2, Fig 1(Dimensions)	-	200	-
Table-1 (cl.3.2.2, Fig 1)(Dimensions of Straight Reducers)	-	200	-

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154

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 Type

6778 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
19(Marking)	-	200	-
3(Type of Fitting)	-	200	-
4(Size Designation)	-	200	-
5(Colour of fittings)	-	200	-
7.1,Table 1(Wall thickness)	-	200	-
7.2 ,Table 2&3(Socket Dimensions)	-	200	-
7.3(Dimensions of waste trap(Nahani Trap)	-	750	-
8(Sealing Rings)	-	750	-
10(Workmanship)	-	750	-
11(Design requirements)	-	750	-
11.1(Solvent cement type or Rubber ring type)	-	1000	-
11.2(Socket and spigot configeration)	-	1000	-
11.4,Table 5(Vent cowl)	-	3500	-
11.5,Table 6(Pipe Clips)	-	2500	-
12.1(Visual appearance)	-	300	-
12.2(Stress relief test)	-	2000	-
12.3(Vicat softening tempewrature)	-	1500	-
Cl.13, IS 12235 (P-7)-2004, (Resistance to Sulphuric Acid)	-	2000	-
Cl.14, Annex A(Titanium Di-Oxide Content)	-	1500	-
Cl.15, Annex B(Sulphated Ash Content)	-	2000	-
16(Mechanical Properties)	-	1500	-
16.1(Impact test)	-	1500	-
17(Watet tightness of joint)	-	1500	-
12.4(Effect on water test)	-	7500	-
7.4(Chamfer)	-	300	-
11.3(Access Openings)	-	1000	-
Table 4(Dimension of Access Openings)	-	1000	-

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155

IS 10124 : Part 2 (2009)

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

All Type

6778 View breakup
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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))	-	1500	-
10.3 of IS 4985 & Cl. 3.1 of IS 12235(P-4)(Effect on water: Lead (Third Extraction))	-	1500	-
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))	-	1500	-
10.3 of IS 4985 & Cl. 3.2 of IS 12235(P-4)(Effect on water: Cadmium (all three extracts))	-	1500	-
10.3 of IS 4985 & Cl. 3.2 of IS 12235(P-4)(Effect on water: Mercury (all three extracts))	-	1500	-
10.3 of IS 4985 & Cl. 3.2 of IS 12235(P-10)(Other toxic substances such as 'di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate' (third extraction))	-	1500	-
10.7 of IS 4985(Sulphated Ash content, Annex-B of IS 4985)	-	1000	-
3.2.1, Table-1, Fig-1(Nominal size)	-	200	-
3.2.1, Table-1, Fig-1(B)	-	200	-
3.2.1, Table-1, Fig-1(Minimum wall thickness for working pressure)	-	200	-
3.2.1, Table-1, Fig-1(Plumbing)	-	200	-
Clause 3.2.2, and Fig. 2(Nominal size)	-	200	-
Clause 3.2.2, and Fig. 2.(B)	-	200	-
Clause 3.2.2, and Fig. 2.(Minimum wall thickness for working pressure)	-	200	-
3.2.2, and Fig. 2(Dimensions of Socket for Elastomeric Sealing Ring Joint)	-	200	-
3.1(General)	-	200	-

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156

IS 10124 : Part 1 (2009)

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

All type

6778 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3(Material)	-	500	-
4(Size of fitting)	-	300	-
5.1 Table-1 Fig.1(Dimension of Socket length)	-	300	-
5.1.2 Table-1(Dimensions of mean inside diameter at mid-point of socket depth)	-	300	-
5.1.3 (Out of Roundness Tolerance of Socket Inside Diameter)	-	300	-
5.2 Table-2 Fig.2(Dimensions of socket for elastomeric sealing ring)	-	300	-
6.1(Opacity test in accordance with IS 12235 (Part 3))	-	1000	-
6.2(Short Term Hydraulic Test in accordance with Annex A)	-	2500	-
8(Marking)	-	200	-
6.3(Effect on water test)	-	6500	-

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157

IS 15328 (2003)

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

All Type

29868 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.)	-	2200	-
6.1,6.1.1 IS 12235 (Part 1) Table 1(Dimension of Pipes: Mean outside Diameter, dem)	-	200	-
6.1,6.1.1 IS 12235 (Part 1) Table 1(Outside Diameter at any point, de)	-	200	-
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	-
7.1(Appearance:- )	-	200	-
7.2(Colour )	-	200	-
7.3 IS 1223S ( Part 2)(Vicat Softening Temperature When determined according to IS 1223S ( Part 2), shall not be lessthan 79°C.)	-	1000	-
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.)	-	2500	-
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.)	-	3000	-
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)	-	2500	-
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) )	-	12000	-
8.3 IS 12235 ( Part 8/ Sec 1 ) Table 6(b) Type Test:(1000h at 60 0 C) )	-	12000	-
9 9.1, IS 5382(JOINTS:- a) Elastomeric Sealing Rings)	-	5000	-
10.1.1 Annex D(Internal hydrostatic pressure test for elastomeric sealing ring joints)	-	5000	-
10.1.2 Annex E(Internal negative hydrostatic pressure test (internal vacuum) for elastomeric sealing ring joints)	-	5000	-
10.2.1(Internal hydrostatic pressure test for solvent cemented Joints)	-	5000	-
'7.5 (amdt.7)(Effect on Water (Type test))	-	7500	-
5.3(Qualitative)	-	200	-
12(Marking)	-	500	-
10.2.2(Internal negative hydrostatic pressure test (internal vacuum)for solvent cemented joints)	-	5000	-
10(Performance requirements)	-	0	-
9.2 IS 14182(b) Solvent cement)	-	0	-
8(MECHANICAL CHARACTERISTICS)	-	0	-
7.1(Appearance:- )	-	200	-
7(Physical characteristics )	-	0	-

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158

IS 15658 (2021)

Concrete Paving Blocks - Specification ( First Revision )

All Type

14850 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles)	-	2000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles)	-	2000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles)	-	2000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles)	-	2000	-
Clause 7.3, Annex G(Average Breaking Load)	-	1000	-
Clause 7.3, Annex G(Individual Breaking Load)	-	1000	-
Clause 7.3, Annex F(Average Failure Load per unit Length)	-	1000	-
Clause 7.3, Annex F(Individual Failure Load per unit Length)	-	1000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength )	-	1000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i))	-	1000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength )	-	1000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i))	-	1000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens))	-	1500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance )	-	1500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens))	-	1500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance )	-	1500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens))	-	1000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i))	-	1000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens))	-	750	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption)	-	750	-
Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness)	-	750	-
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp))	-	1500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp))	-	1500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp))	-	1000	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp))	-	1000	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer)	-	1500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer)	-	1500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth)	-	1000	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth)	-	1000	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width)	-	1000	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width)	-	1000	-
Clause 7.2, Table No. 2, SI No. (iv) (Indivdual Aspect Ratio, L/Th)	-	1000	-
Clause 7.2, Table No. 2, SI No. (iv) (Aspect Ratio, L/Th)	-	1000	-
Clause 7.2, Table No. 2, SI No. (iii) (Indivdual Thickness, Th)	-	200	-
Clause 7.2, Table No. 2, SI No. (iii) (Thickness, Th)	-	200	-
Clause 7.2, Table No. 2, SI No. (ii) (Indivdual Length, L)	-	200	-
Clause 7.2, Table No. 2, SI No. (ii) (Length, L)	-	200	-
Clause 7.2, Table No. 2, SI No. (i) (Indivdual Width, W)	-	200	-
Clause 7.2, Table No. 2, SI No. (i) (Width, W)	-	200	-
Clause 6.3 (Bonding and Delamination between the layers of paver blocks)	-	500	-
Clause 7.1.3 (Colour and Texture)	-	250	-
Clauses 7.1.2 & 9.1.2 (Visual Inspection)	-	250	-
Clause 7.1.1 (General Quality)	-	250	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower)	-	200	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower)	-	200	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher)	-	200	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher)	-	200	-

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159

IS 12786 (1989)

Irrigation equipment - Polyethylene pipes for irrigation laterals - Specification

All Type

15900 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1.a (Potyethylene - higher olefins constituent )	-	3500	-
4.1.b(Potyethylene - anti-oxidant)	-	4500	-
4.1.c.i (Density)	-	750	-
4.1.c.ii (Toluene extract - Annex A)	-	2000	-
4.1.c.iii (Volatile matter - Annex B )	-	2000	-
4.1.c & 4.2.a (Carbon Black content - IS 2530 : 1963)	-	1500	-
4.2.b (The dispersion of Carbon Black content shall be satisfactory - IS 2530 : 1963)	-	1500	-
7.3(Tensile Test)	-	1000	-
7.3(Elongation at Break)	-	1000	-
7.4(SusceptibiIity to Environmental Stress Cracking)	-	1500	-
5 and Table 1(DIMENSIONS OF PIPES - outside diameters)	-	300	-
5 and Table 1(DIMENSIONS OF PIPES - wall thickness shall)	-	300	-
7.2(Reversion Test)	-	1000	-
5 and Table 1(DIMENSIONS OF PIPES - outside diameters)	-	300	-
7.1 Table-2 (b)Acceptance Test for 01 hour at 20°C & 6.9MPa induced stress)	-	1500	-
7.1 Table-2 (Hydraulic Characteristics a)Quality Test for 100 hours at 70°C & 2.5.MPa induced stress. )	-	3500	-
6.1(Visual Appearance)	-	500	-
3.1(Class of Pipe)	-	500	-
9.0 (9.1)(Minimum Internal Diameter of Coil)	-	350	-
9.0 (9.1)(Coiling )	-	500	-
5.0 5.1 (Table1) (c)Wall thickness of pipe Minimum)	-	300	-
5.0 5.1 (Table1) (b)Tolerance on OD)	-	300	-
5.0 5.1 (Table1) (Dimensions a)Outside diameter of pipe)	-	300	-

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160

IS 15058 (2002)

PVC water - Stops at transverse contraction joints for use in masonry and concrete dams - Specification

All Type

18500 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.2 Table 1,vii) f) Annex C(Stability in effects of alkalies test Dimension change)	-	2000	-
3.2 Table 1,vii) c) Annex C(Stability in effects of alkalies test Change in hardness at 7 days )	-	2000	-
3.2 Table 1,vii) b) Annex C(Stability in effects of alkalies test Weight decrease at 7 day)	-	2000	-
3.2 Table 1,vii) a) Annex C(Stability in effects of alkalies test Weight increase at 7 day)	-	2000	-
3.2 Table 1,vii) e) Annex C(Stability in effects of alkalies test Weight decrease at 28 days)	-	2000	-
3.2 Table 1,vii) d) Annex C(Stability in effects of alkalies test Weight increase at 28 days)	-	2000	-
3.2 Table 1, iv) Annex A(Water absorption)	-	750	-
3.2 Table 1, v) Annex G of IS 9766(Cold bend temperature at which samples does not crack)	-	1200	-
3.2 Table 1, iii) IS 13360 (Part 5/Sec 11)(Hardness (Shore A))	-	750	-
3.2 Table 1,vi) b) Annex B(Accelerated extraction test: Elongation)	-	2700	-
3.2 Table 1, ii) IS 13360 (Part 5/Sec 1)(Elongation,)	-	1500	-
7(PACKING : The water-stop shall be packed in coil form, the inside diameter of which shall not be less than 300 mm)	-	350	-
3.2 Table 1,vi) a) Annex B(Accelerated extraction test Tensile strength)	-	2700	-
3.2 Table 1, i) IS 13360 (Part 5/Sec 1)(Tensile strength)	-	1500	-
3.1(Materials)	-	200	-
3.3(Colour)	-	200	-
4,4.1 Fig.1(SHAPE AND DIMENSIONS)	-	350	-
4.1.1 (Tolerances on Dimensions a) Width)	-	200	-
4.1.1 (Tolerances on Dimensions b) Thickness)	-	200	-
5, 5.1(WORKMANSHIP AND FINISH)	-	350	-

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161

IS 210 (2009)

Grey iron castings - Specification (First Revision)

All Type

6500 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6(Chemical Composition(chemical composition shall be as agreed to between the purchaser and the manufacturer.))	-	2500	-
7.1(WORKMANSHIP AND FINISH)	-	350	-
10.1(FREEDOM FROM DEFECTS)	-	350	-
10.2(FREEDOM FROM DEFECTS)	-	350	-
13(SIZE OF TEST BARS-Diameter)	-	350	-
13(SIZE OF TEST BARS-Length)	-	350	-
15, Table 3(TENSIL.E TEST- IS 1608 Part1 )	-	1500	-
16, Table 3(Hardness Test)	-	2500	-
17,Annex B(TRANSVERSE TEST)	-	1000	-
9(Microstructure)	-	2500	-
18(HYDROSTATIC TEST)	-	2000	-
21(Marking)	-	500	-
9(Microstructure)	-	0	-
9(IS 7754)	-	0	-
9(IS 7754)	-	0	-
17,Annex B(TRANSVERSE TEST)	-	1000	-
16, Table 3(Hardness Test)	-	2500	-
15, Table 3(TENSIL.E TEST- IS 1608 Part1 )	-	1500	-
13(SIZE OF TEST BARS-Length)	-	350	-
13(SIZE OF TEST BARS-Diameter)	-	3500	-
10.2(FREEDOM FROM DEFECTS)	-	350	-
10.1(FREEDOM FROM DEFECTS)	-	350	-
7.1(WORKMANSHIP AND FINISH)	-	350	-
6(Chemical Composition(chemical composition shall be as agreed to between the purchaser and the manufacturer.))	-	2500	-
18(HYDROSTATIC TEST)	-	2000	-

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162

IS 9537 : Part 2 (1981)

Specification for conduits for electrical installations: Part 2 rigid steel conduits

All Types

7200 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1(Marking, IS 9537-2)	-	250	-
6.3(Marking, Cl. 6.4 of IS 9537-1)	-	250	-
7.2.1(Dimensions, (Minimum outside Diameter), IS 9537-2)	-	250	-
7.2.2(Dimensions (Maximum outside Diameter), IS 9537-2)	-	250	-
7.3(Dimensions (Wall thickness), IS 9537-2)	-	250	-
7.3.3(Uniformity of wall thickness, IS 9537-2)	-	250	-
7.4(Screw threads, IS 9537-2)	-	350	-
8.1(Construction, Cl. 8 of IS 9537-1)	-	500	-
9.2(Mechanical Properties (Bending test), Cl. 9.3 of IS 9537-1)	-	3000	-
9.3(Mechanical Properties (Compression Test), IS 9537-2)	-	2500	-
13(External Influences, IS 9537-2)	-	3000	-
Cl 13.4.5(External Influence ( Outside tube))	-	1500	-
Cl 13.4.6(External Influence ( Inside tube))	-	1500	-
7.1(Dimensions)	-	250	-

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163

IS 14885 (2022)

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

All Type

125000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.3(Nominal Diameter)	-	200	-
4.4(Colour)	-	200	-
5.1(Polyethylene compound)	-	10000	-
5.3(Anti-oxidant)	-	4500	-
5.4(U-V stabilizer)	-	2500	-
5.5(Effect of Gas condensate on the Hydrostatic strength)	-	20000	-
5.6(Resistance to Weathering)	-	25000	-
6.1(Mean out side Diameter (For less than or equal to 25 mm- Average of 8 , For higher diameters average of 6))	-	200	-
6.1(Out of Roundness (Ovality))	-	200	-
6.2(Wall thickness (Take 8 reading and Average will be repoted))	-	200	-
7(Finish)	-	200	-
8.1(Internal pressure creep rupture test for plain at 80 deg. C for 165h)	-	4500	-
8.1(Internal pressure creep rupture test for plain pipes at 20 deg. C for 100h)	-	2500	-
8.1(Internal pressure creep rupture test for plain pipes at 80 deg. C for 1000 h)	-	12500	-
8.2(Reversion Test)	-	1500	-
8.3(Density)	-	1000	-
8.6(Thermal Stability (Oxidation Induction Time))	-	2500	-
8.7(Volatile Matter Content)	-	1500	-
8.8(Tensile Properties (Tensile Yield Strength and Elongation at Break))	-	1500	-
8.9(Resistance to Weathering)	-	25000	-
6.4(Length of Pipe)	-	300	-
8.4(Melt Flow Rate (MFR))	-	1500	-
8.5(Pigment Dispersion)	-	1500	-
8.10(Slow Crack Growth Rate Test)	-	6500	-
8.11(Squeeze-off)	-	1500	-
5.1, 5.7 Table 2(i) Conventional density (of base polymer))	-	1000	-
5.1, 5.7 Table 2(ii) Melt flow rate (MFR))	-	1500	-
5.1, 5.7 Table 2(iii) Thermal stability (oxidation induction time))	-	2500	-
5.1, 5.7 Table 2(iv) Volatile content)	-	1500	-
5.1, 5.7 Table 2(v) Water content1))	-	1500	-
5.1, 5.7 Table 2(vi) Pigment dispersion)	-	1000	-
5.1, 5.7 Table 3(iv) Resistance to slow crack growth rate)	-	6500	-
5.3(Anti-Oxidant)	-	4500	-
6(Dimensions of pipes)	-	200	-
7(Finish)	-	200	-

-
-

164

IS 15801 (2008)

Polypropylene - Random copolymer pipes for hot and cold water supplies - Specification

All type

92250 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 4( Designation)	-	500	-
Cl 7(Dimensions Of Pipes)	-	1650	-
Cl 8(Visual Appearance)	-	200	-
Cl 9.1(Hydraulic Characteristics)	-	18000	-
Cl 9.2(Fusion Compatibility)	-	3500	-
Cl 9.3(Reversion Test )	-	1000	-
Cl 9.4 & Annex B(Impact Strength)	-	1500	-
Cl 9.5(Density)	-	750	-
Cl 9.6(Melt Flow Rate)	-	1500	-
Cl 9.7(Carbon Black Content & Dispersion)	-	2000	-
Cl 9.8(Thermal Stability By Hydrostatic Pressure Testing)	-	60000	-
Cl 9.9(Opacity)	-	1550	-
5(Colour)	-	250	-

-
-

165

IS 7834 : Part 8 (1987)

injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 8 Specific requirements for caps

All type

10500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
2.1(General)	-	1000	-
2.2.2(diameter of the socket of cap)	-	1000	-
2.2.2(diameter of the socket of cap)	-	1000	-
6.1.1(VCM Content Test)	-	10000	-
2.2.2 table 1(Laying length)	-	1000	-

-
-

166

IS 7834 : Part 7 (1987)

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

All type

10500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
table 1 sl.no: 01(16 )	-	1000	-
table 1 sl.no: 02(20 )	-	1000	-
table 1 sl.no: 03(25 )	-	1000	-
table 1 sl.no: 04(32 )	-	1000	-
table 1 sl.no: 05(40 )	-	1000	-
table 1 sl.no: 06(50 )	-	1000	-
table 1 sl.no: 07(63 )	-	1000	-
2.1(General)	-	1000	-
2.2.2, Table 1(Size)	-	1000	-
2.2.2, Table 1(Union Laying Length)	-	1000	-
2.2.3( inside diameter of the socket)	-	1000	-
2.2.3(Socket length)	-	1000	-
6.1.1(VCM Content Test)	-	10000	-
2.2.2 table 1(Laying length)	-	1000	-

-
-

167

IS 7834 : Part 6 (1987)

injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 6 Specific requirements for sockets

All Type

10500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
table 1 sl.no: 01(16 )	-	1000	-
table 1 sl.no: 02(20 )	-	1000	-
table 1 sl.no: 03(25 )	-	1000	-
table 1 sl.no: 04(32 )	-	1000	-
table 1 sl.no: 05(40 )	-	1000	-
table 1 sl.no: 07(63 )	-	1000	-
table 1 sl.no: 08(75 )	-	1000	-
table 1 sl.no: 09(90 )	-	1000	-
table 1 sl.no: 10(110 )	-	1000	-
table 1 sl.no: 11(125 )	-	1000	-
table 1 sl.no: 12(140 )	-	1000	-
table 1 sl.no: 13(160 )	-	1000	-
table 1 sl.no: 14( 180 )	-	1000	-
table 1 sl.no: 15(200 )	-	1000	-
table 1 sl.no: 16(225 )	-	1000	-
table 1 sl.no: 17(250.0)	-	1000	-
table 1 sl.no: 18(280.0)	-	1000	-
table 1 sl.no: 19(315.0)	-	1000	-
2.1(General)	-	1000	-
2.2.2, Table 1(Size)	-	1000	-
2.2.2, Table 1(Socket Laying Length)	-	1000	-
2.2.3( inside diameter of the socket)	-	1000	-
2.2.3(Socket length)	-	1000	-
6.1.1(VCM Content Test)	-	10000	-
2.2.2 table 1(Laying length)	-	1000	-

-
-

168

IS 7834 : Part 5 (1987)

Injection Moulded PVC Socket Fittings With Solvent Cement Joints for Water Supplies - Part 5 : Specific Requirements for 45 degree Tees

All Type

10500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
table 1 sl.no: 01(16 (Z) )	-	1000	-
table 1 sl.no: 02(20 (Z) )	-	1000	-
table 1 sl.no: 03(25 (Z) )	-	1000	-
table 1 sl.no: 04(32 (Z) )	-	1000	-
table 1 sl.no: 05(40 (Z) )	-	1000	-
table 1 sl.no: 06(50 (Z) )	-	1000	-
table 1 sl.no: 07(63 (Z) )	-	1000	-
table 1 sl.no: 08(75 (Z) )	-	1000	-
table 1 sl.no: 09(90 (Z) )	-	1000	-
table 1 sl.no: 10(110 (Z) )	-	1000	-
table 1 sl.no: 11(125 (Z) )	-	1000	-
table 1 sl.no: 12(140 (Z) )	-	1000	-
table 1 sl.no: 13(160(z))	-	1000	-
table 1 sl.no: 01(16 (Z1) )	-	1000	-
table 1 sl.no: 02(20 (Z1) )	-	1000	-
table 1 sl.no: 03(25 (Z1) )	-	1000	-
table 1 sl.no: 04(32 (Z1) )	-	1000	-
table 1 sl.no: 05(40 (Z1) )	-	1000	-
table 1 sl.no: 06(50 (Z1) )	-	1000	-
table 1 sl.no: 07(63 (Z1) )	-	1000	-
table 1 sl.no: 08(75 (Z1) )	-	1000	-
table 1 sl.no: 09(90 (Z) )	-	1000	-
table 1 sl.no: 10(110 (Z1) )	-	1000	-
table 1 sl.no: 11(125 (Z1) )	-	1000	-
table 1 sl.no: 12(140 (Z1) )	-	1000	-
table 1 sl.no: 13(160(z1))	-	1000	-
2.1(General)	-	1000	-
2.2.2, Table 1(Size)	-	1000	-
2.2.2, Table 1(45 ̊ Tees Laying Length, Z)	-	1000	-
2.2.2, Table 1(45 ̊ Tees Laying Length, Z1)	-	1000	-
2.2.3( inside diameter of the socket)	-	1000	-
2.2.3(Socket length)	-	1000	-
6.1.1(VCM Content Test)	-	10000	-
2.2.2 table 1(Laying length)	-	1000	-

-
-

169

IS 7834 : Part 4 (1987)

injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 4 Specific requirements for 90 degree tees

All Type

10500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
table 1 sl.no: 01(16 )	-	1000	-
table 1 sl.no: 02(20 )	-	1000	-
table 1 sl.no: 03(25 )	-	1000	-
table 1 sl.no: 04(32 )	-	1000	-
table 1 sl.no: 05(40 )	-	1000	-
table 1 sl.no: 06(50 )	-	1000	-
table 1 sl.no: 07(63 )	-	1000	-
table 1 sl.no: 08(75 )	-	1000	-
table 1 sl.no: 09(90 )	-	1000	-
table 1 sl.no: 10(110 )	-	1000	-
table 1 sl.no: 11(125 )	-	1000	-
table 1 sl.no: 12(140 )	-	1000	-
table 1 sl.no: 13(160 )	-	1000	-
table 1 sl.no: 14( 180 )	-	1000	-
table 1 sl.no: 15(200 )	-	1000	-
table 1 sl.no: 16(225 )	-	1000	-
table 1 sl.no: 17(250.0)	-	1000	-
table 1 sl.no: 18(280.0)	-	1000	-
table 1 sl.no: 19(315.0)	-	1000	-
2.1(General)	-	1000	-
2.2.2, Table 1(Size)	-	1000	-
2.2.2, Table 1(90 ̊ Elbow Laying Length)	-	1000	-
2.2.3( inside diameter of the socket)	-	1000	-
2.2.3(Socket length)	-	1000	-
6.1.1(VCM Content Test)	-	10000	-
2.2.2 table 1(Laying length)	-	1000	-

-
-

170

IS 7834 : Part 3 (1987)

injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 3 Specific requirements for 90 degree elbows

All Type

10500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
cl 2.2.2(Dimensions)	-	1000	-
Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Lead (first extraction) - Appendix C )	-	1500	-
Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Lead (third extraction) - Appendix C)	-	1500	-
Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Dialkyl tin C4 and higher homologues measured as tin (third extraction) - Appendix C)	-	1500	-
Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Other toxic substances (third extraction) - Appendix C)	-	1500	-
6.1.1(VCM Content Test)	-	10000	-

-
-

171

IS 7834 : Part 2 (1987)

injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 2 Specific requirements for 45 degrees elbows

All type

10500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
table 1 sl.no: 01(16 )	-	1000	-
table 1 sl.no: 02(20 )	-	1000	-
table 1 sl.no: 03(25 )	-	1000	-
table 1 sl.no: 04(32 )	-	1000	-
table 1 sl.no: 05(40 )	-	1000	-
table 1 sl.no: 06(50 )	-	1000	-
table 1 sl.no: 07(63 )	-	1000	-
table 1 sl.no: 08(75 )	-	1000	-
table 1 sl.no: 09(90 )	-	1000	-
table 1 sl.no: 10(110 )	-	1000	-
table 1 sl.no: 11(125 )	-	1000	-
table 1 sl.no: 12(140 )	-	1000	-
table 1 sl.no: 13(160 )	-	1000	-
table 1 sl.no: 14( 180 )	-	1000	-
table 1 sl.no: 15(200 )	-	1000	-
table 1 sl.no: 16(225 )	-	1000	-
table 1 sl.no: 17(250.0)	-	1000	-
table 1 sl.no: 18(280.0)	-	1000	-
table 1 sl.no: 19(315.0)	-	1000	-
2.1(General)	-	1000	-
2.2.2, Table 1(Size)	-	1000	-
2.2.2, Table 1(45 ̊ Elbow Laying Length)	-	1000	-
2.2.3(socket length)	-	1000	-
2.2.2, Table 1(45 ̊ Elbow Laying Length)	-	1000	-
2.2.3( inside diameter of the socket)	-	1000	-
2.2.3(socket length)	-	1000	-
6.4 PART-1(Short term hydraulic test)	-	4500	-
6.1.1(VCM Content Test)	-	10000	-
2.2.2 table 1(Laying Length)	-	1000	-

-
-

172

IS 7834 : Part 1 (1987)

injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 1 General requirements

All Type

10500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.4(Minimum Thickness)	-	300	-
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Minimum Socket Length)	-	300	-
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Mean Socket Internal Diameter at Mid-Point of Socket Length)	-	300	-
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Out-of-roundness tolerances of socket inside diameter)	-	300	-
Cl. 6.1(Stress Relief Test- Appendix A)	-	1500	-
Cl. 6.2(Opacity- Appendix B)	-	1500	-
Cl. 6.3(Effect on Water[(Lead ( first extraction )]- Appendix C)	-	1500	-
Cl. 6.3(Effect on Water[(Lead ( third extraction )]- Appendix C)	-	1500	-
Cl. 6.3(Effect on Water [Dialkyl tin C4, and higher homologues, measured as tin ( third extraction )]- Appendix C)	-	1500	-
Cl. 6.3(Effect on Water [Other toxic substances ( third extraction )]- Appendix C)	-	1500	-
Cl. 6.4(Short-Term Hydraulic Test- Appendix D)	-	3500	-
6.1.1(VCM Content Test)	-	10000	-
3(Size of Fitting -)	-	1000	-
4(Minimum thickness)	-	300	-
5(Socket dimensions)	-	300	-
6.1(Stress Relief Test)	-	2000	-
6.2(Opacity)	-	1500	-
6.3(Effect on Water)	-	7000	-
6.4(Short-Term Hydraulic Test)	-	3500	-

-
-

173

IS 14333 (2022)

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

All type

19900 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.2.1,T2("Base Density (At 27°C Temp.)-IS 7328:2020 ")	-	750	-
5.2.1,T2(Melt Flow Rate (At 190°C /5kg)-IS 2530:1963)	-	1000	-
5.2.1,T2(Thermal Stability(Oxidation Induction Time)-IS 4984:2016(Annexure-B))	-	1500	-
5.2.1,T2("Volatile Matter- IS 4984:2016 (Annexure-C)")	-	2500	-
5.2.1,T2("Water Content-IS 4984:2016 (Annexure-D)")	-	2000	-
5.2.1.1, T2(Compound Density-IS 7328:2020)	-	750	-
5.2.1.1, T2("Compound carbon black -IS 2530:1963 content")	-	1000	-
5.2.1.1, T2(Compound Toluene extract - Any Method)	-	2500	-
5.2.1.1, T2(Compound maximum volatile matter -IS 4984:2016 (Annexure-C))	-	2500	-
5.2.1.1, T2(Compound carbon black particle size- Any Method)	-	2000	-
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)	-	1500	-
5.3(Olefin Constituents- 14333-2022)	-	1500	-
5.3(Loading of Carbon Black - IS 2530:1963)	-	1000	-
5.3(Ash content- Any Method)	-	1000	-
5.3(Toluene extract - Any Method)	-	2000	-
5.3("Maximum volatile matter -IS 4984:2016 (Annexure-C)")	-	2500	-
5.3(Carbon black particle size - Any Method)	-	1000	-
5.4(Antioxidant - Any Method)	-	5000	-
6.2(Colour- IS 14333-2022)	-	200	-
7.1(Visual Appearance- IS 14333-2022)	-	200	-
7.2(Length- IS 14333-2022)	-	350	-
7.4,T3 of IS 4984(Outside Diameter-IS 4984-2016)	-	200	-
7.4,T4 of IS 4984(wall Thickness-IS 4984-2016)	-	200	-
7.4,T3 of IS 4984(Ovality-IS 4984-2016)	-	200	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 27 oC , Test Period - 100 hrs.-IS 4984-2016 (Annexure-E))	-	4200	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 48 hrs.-IS 4984-2016 (Annexure-E))	-	3400	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 165 hrs.-IS 4984-2016 (Annexure-E))	-	7000	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 1000 hrs.-IS 4984-2016 (Annexure-E))	-	12500	-
8.1.2, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 48 hrs.-IS 4984-2016 (Annexure-E))	-	4000	-
8.2("Longitudinal Reversion Test - IS 4984-2016 (Annexure-F)")	-	1500	-
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)	-	1000	-
8.5(Oxidation Induction Time -IS 4984:2016(Annexure-B))	-	1500	-
8.6(Density-IS 7328:2020)	-	750	-
8.7("Tensile Strength for Butt Fusion - IS 4984-2016 (Annexure-G)")	-	1000	-
8.8,T5("Tensile - IS 4984-2016 (Annexure-H)")	-	1000	-
8.8,T5("Elongation -IS 4984-2016 (Annexure-H)")	-	1000	-
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))	-	4200	-

-
-

174

IS 17425 (2020)

Irrigation Equipment - Quick Coupled Polyethylene Pipes and Fittings for Sprinkler Irrigation Systems - Specification

All Type

44500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5(Dimensions of pipe - i) Outside diameter)	-	300	-
5(Dimensions of pipe - ii) Wall thickness minimum)	-	300	-
6(Visual Appearance)	-	500	-
7.1(Hydraulic Characteristics - Quality test)	-	7000	-
7.1(Hydraulic Characteristics - Acceptance test)	-	2000	-
7.2(Reversion Test)	-	1500	-
7.3(Tensile Test- i) Tensile Strength)	-	1000	-
7.3(Tensile Test - ii)Elongation at Break)	-	1000	-
7.4(Fusion Compatibility Test- a) Quality test)	-	4500	-
7.4(Fusion Compatibility Test- b) Acceptance test)	-	2000	-
7.5(Density)	-	750	-
7.6(Melt Flow Rate)	-	1500	-
4.2(Carbon black- a)carbon content)	-	1000	-
4.2(Carbon black- b) Dispersion of carbon black)	-	1000	-
7.6(Melt now Rate (MFR))	-	1500	-
7.4 Table-2(Fusion Compatibility Test)	-	1500	-
7.3(Tensile Test)	-	1000	-
7.2(Reversion Test)	-	1500	-
7.1 Table -2(Hydraulic Characteristics)	-	2500	-
6.1(VISUAL APPEARANCE)	-	500	-
5.1.2(Ovality)	-	300	-
5.1 table -1(DIMENSIONS OF PIPES)	-	300	-
4.3(Anti-oxidant)	-	4500	-
Cl. 4.2 , IS 2530-1963, Cl. 10(Cabon Black Content)	-	1000	-
4.1.2(The MFR of the material shall be between 0.2 to 1.1 (both inclusive) when tested at 190 T at a nominal load of 50 N by the method prescribed in 7 of IS 2530. The MFR of the material shall also be within 20% of the value declared by the manufacturer.’)	-	1500	-
4.1.1(density shall be between 940.4 kg/m’ and 958.4 kg/m3 (both inclusive) when determined at 27°C according to procedure prescribed in Annex A of IS 7328. The value of the density shall also not differ from the nominal value by more than 3 kg/m2 as per 5.2.1.1 of IS 7328.)	-	750	-
4.1(melt flow rating (MFR) shall not exceed 1.10 g/10 min.)	-	1500	-
4.1(Quick Coupled Male and Female Couplers)	-	1000	-
4.1.3(Workmanship and appearance)	-	500	-
4.1.4(Holding attachments for coupler parts)	-	500	-
6.1.3(Weldability Test- a) Quality test)	-	1500	-
6.1.3(Weldability Test- b) Acceptance test)	-	1500	-
3(Quick Coupled pipes)	-	1500	-
4.1 (a)(Quick Coupled Male and Female Couplers)	-	1000	-
4.2.7(1 Dimensions of Quick Coupled Pipes and Fittings)	-	500	-
4.2.7(Reducers Table 1 and 2 of IS 8008 (Part 4))	-	500	-
4.2.7(Ferrule reducers Table 1 of IS 8008 (Part 5))	-	500	-
4.2.7(Pipe ends Table 1 of IS 8008 (Part 6))	-	500	-
4.2.7(End caps Table 1 of IS 8008 (Part 9))	-	500	-
4.2.7(Insert vatve couplers Table 1 of IS 8008 (Part 3))	-	500	-
4.2.7(Valve openers Table 1 of IS 8008 (Part 2))	-	500	-
5.2(Dimensions of Quick Coupled Sprinkler Saddles Table 1.)	-	500	-
6.1.1, 6.1.1.1(Leakage Test)	-	1500	-
6.1.2, 6.1.2.1(Hydraulic Proof Test)	-	1500	-
6.1.2.2(Hydraulic Proof Test)	-	1500	-
6.1.3, 6.1.3.1(Weldability Test)	-	1500	-
6.1.3.1.1(Weldability Test)	-	1500	-
6.1.3.2(Quick coupled fittings)	-	500	-
7.2.1(Visual and Workmanship Requirement)	-	500	-
6.2 b(Material Identification - Male & Female Coupler)	-	2000	-
6.3.3(Material Identification - Insert Valve Coupler)	-	2000	-
6.3.5(Material Identification - Saddle)	-	3500	-
6.3.5(Material Identification - Pipe Ends)	-	3500	-
6.3.6(Quick Coupled Pump Connectors - Visual)	-	500	-
7.2.1(Leakage Test)	-	1500	-
Cl.4.1.3(Den sity Test)	-	750	-
Cl.4.1.3(MFR Test)	-	1500	-
Cl.4.1.3(Thermal Stabi lity)	-	2500	-
Cl.4.1.3, T-1(Volatile Matter)	-	1500	-
Cl.4.1.3, T-1(Water Content)	-	1000	-
Cl.4.1.4(Carbon Black Content)	-	1000	-
Cl.6.2.4(Workmanship and Appearance)	-	500	-
Cl.6.2.6(Rubber Ring Hardness)	-	750	-
Cl.7.1.l(Visual Anneara nce)	-	500	-
Cl.7.1.2(Hydraulic Characteristic)	-	4500	-
Cl.7.1.3(Reversion Test)	-	1500	-
Cl.7.1.4(Tensile Test)	-	1000	-
Cl.7.1.4(Elongation)	-	1000	-
Cl.7.1.5(Fusion Compatibility)	-	1500	-
Cl.7.1.6(Corrected Density)	-	750	-
Cl.7.1.7(MFR Test)	-	1500	-
Cl.7.2.l(Leakage Test)	-	1500	-
6.2.1(Wall thickness of male & female coupler)	-	300	-
6.2.6(Color)	-	200	-
6.2.6(Rubber Ring Hardness Shore – A (Before Ageing))	-	750	-
7.1.1(Visual Appearance and Workmanship)	-	500	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1)(Carbon Content)	-	300	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1)(Manganese Content)	-	300	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1)(Sulphur Content)	-	300	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1)(Phosphorous Content)	-	300	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1) Al-Killed(Aluminium Content)	-	300	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1) Si-Killed(Silicon Content)	-	300	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1) Al-Si-Killed(Silicon Content)	-	300	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1) Al-Si-Killed(Aluminium Content)	-	300	-
Cl. 4.1.1.2.1, IS 14151 (P-1)-1999, Cl. 4, IS 2530-1963, Cl. 10(Cabon Black Content)	-	300	-
Cl. 4.1.1.2.1, IS 14151 (P-1)-1999, Cl. 4, IS 2530-1963, Cl. 16(Carbon Black Dispersion)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Aluminium Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Copper Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Magnesium Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Silicon Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Iron Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Manganese Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Zinc Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Titanium Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Chromium Content)	-	300	For BIS samples: 1.5 times of BIS testing charges (10% discount to BIS)
5.1.2(Squareness)	-	300	-
10(Marking)	-	500	-
7.3(Quick Couple Fitting)	-	0	-
7.2.3(Weldability Test)	-	1500	-
7.2.2(Hydraulic Proof Test)	-	2500	-
7.2.1(Leakage Test)	-	1500	-
7.1.7(Melt flow rate)	-	1500	-
7.1.6(Corrected Density)	-	750	-
7.1.5(Fusion Compatibility Test)	-	1000	-
7.1.4(Tensile Test)	-	1500	-
7.1.3(Reversion Test)	-	1500	-
7.1.2(Hydraulic Performance Characteristic)	-	0	-
5.1, Table 1,(vii)(Riser pipe and socket)	-	500	-
5.1, Table 1,(vi)(End caps, insert valve coupler, valve openers)	-	500	-
5.1, Table 1,(v)(Reducers, ferrule reducers)	-	0	-
5.1, Table 1,(iv)(PCN)	-	0	-
5.1, Table 1,(iii)(Base pipe )	-	1000	-
5.1, Table 1,(ii)(90° Bends and tee)	-	1500	-
5.1, Table 1,(i)(Plain pipes)	-	0	-
4.2(Metallic Couplers)	-	0	-
4.1.7(Rework Material)	-	0	-
4.1.6(Antioxidant)	-	5000	-
4.1.5(Carbon Black Specification)	-	1000	-
4.1.4(The Carbon Content and Dispersion)	-	1000	-
4.1.3, Table 1,(vii)(Minimum elongation at break)	-	1000	-
4.1.3, Table 1,(vi)(Minimum tensile strength at yield)	-	1500	-
4.1.3, Table 1,(v)(Water content)	-	1000	-
4.1.3, Table 1,(iv)(Volatile matter)	-	1000	-
4.1.3, Table 1,(iii)(Thermal stability)	-	2500	-
4.1.3, Table 1,(ii)(Melt flow rate)	-	1500	-
4.1.3, Table 1,(i)(Bass density)	-	750	-
4.1.1(Polyethylene material)	-	2000	-
4.1.4(Carbon Black Dispersion)	-	1000	-
4.1.4(Carbon Black Content)	-	1000	-
4.1.1 (Table-1)(Tensile strength at Yield & Elongation at break)	-	2000	-
4.1.1 (Table-1)(Water content)	-	1000	-
4.1.1 (Table-1)(Volatile Matter)	-	1000	-
4.1.1 (Table-1)(Oxidation Induction Time)	-	2500	-
4.1.1 (Table-1)(Melt Flow Index)	-	1000	-
4.1.1 (Table-1)(Density)	-	750	-
8(Supply of pipe (Visual))	-	0	-
7.2.3((b) Type test ( 165 hrs) / 80˚ C)	-	4500	-
7.2.3((a) Acceptance Test (48 hrs) / 80˚ C)	-	1500	-
7.2.2(Hydraulic Proof test 1hour / 27°C)	-	1500	-
7.2.1(Leakage test 1hour / 27°C)	-	2500	-
7.1.7(Melt Flow Rate (MFR))	-	1500	-
7.1.6(Carbon black Content)	-	1000	-
7.1.6(Base Density)	-	750	-
7.1.6(Corrected Density)	-	750	-
7.1.5((b) Type test ( 165 hrs) / 80˚ C)	-	4500	-
7.1.5((a) Acceptance Test (48 hrs) / 80˚ C)	-	1500	-
7.1.5(Fusion Compatibility test)	-	1000	-
7.1.4(Tensile strength & elongation)	-	2500	-
7.1.3(Reversion)	-	1000	-
7.1.2((b) Type test ( 165 hrs) / 80˚ C)	-	4500	-
7.1.2((a) Acceptance Test (48 hrs) / 80˚ C)	-	1500	-
7.1.2(Hydraulic Characteristics)	-	0	-
7.1.1(Visual appearance of pipes)	-	500	-
6.2.6(Ageing Charges for rubber ring)	-	1000	-
6.2.6(Material Identification (Chemical Analysis))	-	1000	-
4.2.2(Coating thickness (Hot dip Galvanized or Electroplated or Passivated or Powder Coated))	-	1000	-
6.2.5(Material Composition (Chemical Analysis))	-	1000	-
6.2.5(Holding attachment for coupler parts)	-	0	-
6.2.4(Workmanship and appearance (Visual))	-	500	-
6.2.1(Carbon Black Dispersion x 2)	-	1000	-
6.2.1(Carbon Black Content x 2)	-	1000	-
6.2.1(Water content x 2)	-	1000	-
6.2.1(Volatile Matter x 2)	-	1000	-
6.2.1(Thermal Stability (OIT) x 2)	-	2500	-
6.2.1(Melt Flow Index x 2)	-	1500	-
6.2.1(Base Density x 2)	-	750	-
6.1(Carbon Black Dispersion)	-	1000	-
6.1(Carbon Black Content)	-	1000	-
6.1(Tensile strength at Yield & Elongation at break)	-	2500	-
6.1(Water content)	-	1000	-
6.1(Volatile Matter)	-	1000	-
6.1(Thermal Stability (OIT))	-	2500	-
5(Dimensions of pipe (outside diameter, ovality, wall thickness))	-	1000	-
6.2 (iii) Rubber Rings (b) Accelerated Storage test(Accelerated Storage test)	-	500	-
6.2 (iii) Rubber Rings (a) Shore hardness(Shore hardness)	-	750	-
Cl.7.2.3(Weld ability Test)	-	1500	-
Cl.7.2.3(Weld ability Test)	-	1500	-
Cl.7.2.2(Cl.7.2.2)	-	0	-
Cl.7.2.l(Leakage Test)	-	1500	-
Cl.7.2.l(Leakage Test)	-	1500	-
Cl.7.2.l(Leakage Test)	-	1500	-
Cl.7.2.l(Leakage Test)	-	1500	-
Cl.7.1.7(MFR Test)	-	1500	-
Cl.7.1.7(MFR Test)	-	1500	-
Cl.7.1.5(Fusion Compatibility)	-	2000	-
Cl.7.1.5(Fusion Compatibility)	-	2000	-
Cl.7.1.5(Fusion Compatibility)	-	2000	-
Cl.7.1.4(Elongation)	-	1000	-
Cl.7.1.4(Tensile Test)	-	1500	-
Cl.7.1.4(Tensile Test)	-	1500	-
Cl.7.1.3(Reversion Test)	-	1000	-
Cl.7.1.7(MFR Test)	-	1500	-
Cl.7.1.2(Hydraulic Characteristic)	-	0	-
Cl.7.1.2(Hydraulic Characteristic)	-	0	-
Cl.7.1.2(Hydraulic Characteristic)	-	0	-
Cl.6.2.6(Ageing Test)	-	0	-
Cl.6.2.L(Wall Thickness)	-	300	-
Cl.5.1.l(Outside Diameter)	-	300	-
Cl.5.1.l(Outside Diameter)	-	300	-
Cl.5(Di men sion)	-	300	-
Cl.4.1.4(Carbon Black Di spersion)	-	1000	-
Cl.4.1.4(Carbon Black Di spersion)	-	1000	-
Cl.4.1.4(Carbon Black Di spersion)	-	1000	-
Cl.4.1.4(Carbon Black Content)	-	1000	-
Cl.4.1.4(Carbon Black Content)	-	1000	-
Cl.4.1.3, T-1(Water Content)	-	1000	-
Cl.4.1.3, T-1(Water Content)	-	1000	-
Cl.4.1.3, T-1(Water Content)	-	1000	-
Cl.4.1.3, T-1(Water Content)	-	1000	-
Cl.4.1.3, T-1(Water Content)	-	1000	-
Cl.4.1.3, T-1(Water Content)	-	1000	-
Cl.4.1.3, T-1(Water Content)	-	1000	-
Cl.4.1.3, T-1(Water Content)	-	1000	-
Cl.4.1.3, T-1(Water Content)	-	1000	-
Cl.4.1.3, T-1(Water Content)	-	1000	-
Cl.4.1.3, T-1(Water Content)	-	1000	-
Cl.4.1.3, T-1(Water Content)	-	1000	-
Cl.4.1.3, T-1(Water Content)	-	1000	-
Cl.4.1.3, T-1(Water Content)	-	1000	-
Cl.4.1.3, T-1(Water Content)	-	1000	-
Cl.4.1.3, T-1(Water Content)	-	1000	-
Cl.4.1.3, T-1(Water Content)	-	1000	-
Cl.4.1.3, T-1(Water Content)	-	1000	-
Cl.4.1.3, T-1(Volatile Matter)	-	1000	-
Cl.4.1.3, T-1(Volatile Matter)	-	1000	-
Cl.4.1.3, T-1(Volatile Matter)	-	1000	-
Cl.4.1.3, T-1(Volatile Matter)	-	1000	-
Cl.4.1.3, T-1(Volatile Matter)	-	1000	-
Cl.4.1.3, T-1(Volatile Matter)	-	1000	-
Cl.4.1.3(Thermal Stabi lity)	-	2500	-
Cl.4.1.3(MFR Test)	-	1500	-
Cl.4.1.3(MFR Test)	-	1500	-
Cl.4.1.3(MFR Test)	-	1500	-
4.2(Metallic Couplers)	-	0	-
4.2(Metallic Couplers)	-	0	-
6.3.4()	-	0	-
6.3.3(Material Identification - Insert Valve Coupler)	-	0	-
6.2, 6.2.1(Quick Coupled Fittings)	-	0	-
6.1.2.2(Hydraulic Proof Test)	-	2500	-
6.1.1, 6.1.1.1(Leakage Test)	-	1500	-
6.1(Quick Coupled Pipes and Fittings)	-	0	-
4.2.7(Quick Coupled ~pe HDPE Fittings)	-	0	-
4.2.6(Quick Coupled ~pe HDPE Fittings)	-	0	-
4.2.5(Quick Coupled ~pe HDPE Fittings)	-	0	-
4.2.4(Quick Coupled ~pe HDPE Fittings)	-	0	-
4.2.3(Quick Coupled ~pe HDPE Fittings)	-	0	-
4.2.2(Quick Coupled ~pe HDPE Fittings)	-	0	-
4.2.1(Quick Coupled ~pe HDPE Fittings)	-	0	-
4.1.4(b)(Holding Attachments for Coupler Parts)	-	1500	-
4.1.4(a)(Holding Attachments for Coupler Parts)	-	1500	-
4.1 .1.2.2(HDPE couplers)	-	0	-
4.1 .1.2.1(HDPE couplers)	-	0	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Aluminium Content)	-	300	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Titanium Content)	-	300	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Tin Content)	-	300	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Lead Content)	-	300	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Zinc Content)	-	300	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Nickel Content)	-	300	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Manganese Content)	-	300	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Iron Content)	-	300	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Magnesium Content)	-	300	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Silicon Content)	-	300	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Copper Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Cr + Mn)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Chromium Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Titanium Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Zinc Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Manganese Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Iron Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Silicon Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Magnesium Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Copper Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Aluminium Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Cr + Mn)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Chromium Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Titanium Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Zinc Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Manganese Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Iron Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Silicon Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Magnesium Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Copper Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Aluminium Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Cr + Mn)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Chromium Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Titanium Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Zinc Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Manganese Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Iron Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Silicon Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Magnesium Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Copper Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Aluminium Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Remarks)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Chromium Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Titanium Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Zinc Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Manganese Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Iron Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Silicon Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Magnesium Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Copper Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Aluminium Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Remarks)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Chromium Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Titanium Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Zinc Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Manganese Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Iron Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Silicon Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Magnesium Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Copper Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Aluminium Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Remarks)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Chromium Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Titanium Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Zinc Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Manganese Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Iron Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Silicon Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Magnesium Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Copper Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Aluminium Content)	-	300	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Remarks)	-	300	-
4.1 (b)(HDPE couplers —)	-	0	-
4(QUICK COUPLED FITTINGS)	-	0	-
3(QUICK COUPLED PIPES)	-	0	-
4.1(Quick Coupled Male and Female Couplers)	-	0	-
3(CLASSIFICATION OF PIPES)	-	0	-
7.5(Density)	-	750	-
7.6(Melt Flow Rate)	-	1500	For BIS samples: 1.5 times of BIS testing charges (10% discount to BIS)

-
-

175

IS 13592 (2013)

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

All type

20500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.5(Surface colour of the pipes shall be dark shade of grey)	-	200	-
Cl6.3(The composition shall be based on PVC resin having a K-value of 64 or greater when tested in accordance with IS 4669)	-	10000	-
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))	-	200	-
Cl.7.1(Outside Diameter at any point (Take 8 reading reported minimum, maximum))	-	200	-
Cl.7.1(Wall thickness "minimum,maximum" (Take 8 reading))	-	200	-
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.)	-	200	-
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.)	-	200	-
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.)	-	1000	-
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.)	-	1000	-
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.)	-	1000	-
Cl.8.5(After the required period of exposure, the tensile strengths of two samples when tested as per IS 12235 (Part 13) shall not show difference of more than 20 percent of their initial tensile strengths)	-	2500	-
Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid)	-	1200	-
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.)	-	1200	-
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.)	-	750	-
Cl.10.3(The axial shrinkage shall not exceed 2 percent when determined in accordance with Annex B.)	-	2000	-
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.)	-	1200	-
Cl. 12, IS 12235 Part 11(Resistance to Di-Chloro-Methane)	-	1500	-
8.6(Effect on Water Test)	-	7500	For BIS samples: 1.5 times of BIS testing charges (10% discount to BIS)
14(Marking)	-	500	For BIS samples: 1.5 times of BIS testing charges (10% discount to BIS)

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-

176

IS 15778 (2007)

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

All type

120000 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)	-	12000	-
6.3(Compound Properties)	-	25000	-
6.3.1 Annex B(Chloride content)	-	2000	-
6.3.2 Annex C(Verification of the Malfunction Temperature, Tmal: )	-	12500	-
6.3.2 IS 13360 (Part 3/See 1)(Density)	-	750	-
7.1 IS 12235 (Part 1) Table 2(Dimension of Pipes: Mean outside Diameter)	-	200	-
7.1,7.1.1 IS 12235 (Part 1) Table 2(Outside Diameter at any point)	-	200	-
7.1.3 (Effective length)	-	250	-
8(Pipe Ends)	-	250	-
9.1(Visual Appearance)	-	200	-
9.2 IS 12235 (Part 3)(Opacity)	-	500	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (first extraction))	-	1500	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (third extraction))	-	1500	-
Cl. 9.3,IS 4985 Cl. 10.3(Dialkyl tin C4 and higher homologues measured as tin (third extraction))	-	1500	-
Cl. 9.3,IS 4985 Cl. 10.3(Cadmium (for all three extracts) )	-	1500	-
7.1.2 IS 12235 (Part 1) Table 2(Wall Thickness )	-	200	-
Cl. 9.3,IS 4985 Cl. 10.3(Mercury (for all three extracts) )	-	1500	-
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) )	-	1500	-
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')	-	1500	-
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.)	-	1000	-
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.)	-	1500	-
9.6 IS 12235(Part 14)(Density)	-	750	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	1500	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	3500	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	10500	-
10.2 Table 3 IS 12235 (Part 8/Sec 1)(Thermal Stability by Hydrostatic Pressure Testing)	-	70000	-
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.)	-	3000	-
10.4 IS 12235(Part 19)(Flattening Test)	-	1000	-
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. )	-	1500	-
7.1.2(Wall Thickness (Maximum))	-	200	-
7.1.1(Outside Diameter at any point (Maximum))	-	200	-
6.3(K value Test)	-	10000	-
6.3.3(Density)	-	750	For BIS samples: 1.5 times of BIS testing charges (10% discount to BIS)
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. )	-	1500	-
10.4 IS 12235(Part 19)(Flattening Test)	-	1000	-
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.)	-	3000	-
10.2 Table 3 IS 12235 (Part 8/Sec 1)(Thermal Stability by Hydrostatic Pressure Testing)	-	70000	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	10500	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	3500	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	1500	-
10.0(Mechanical Properties)	-	0	-
9.6 IS 12235(Part 14)(Density)	-	750	-
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.)	-	0	-
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.)	-	0	-
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')	-	0	-
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) )	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Mercury (for all three extracts) )	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Cadmium (for all three extracts) )	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Dialkyl tin C4 and higher homologues measured as tin (third extraction))	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (third extraction))	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (first extraction))	-	0	-
9.2 IS 12235 (Part 3)(Opacity)	-	0	-
9.1(Visual Appearance)	-	0	-
9.1(Visual Appearance)	-	0	-
9.0(PHYSICAL AND 1CHARACTERISTICS)	-	0	-
8.0(Pipe Ends)	-	0	-
7.1.3 (Effective length)	-	0	-
7.1.2 IS 12235 (Part 1)Table 2(Wall Thickness (Minimum))	-	0	-
7.1,7.1.1 IS 12235 (Part 1)Table 2(Outside Diameter at any point (Minimum))	-	0	-
7.1 IS 12235 (Part 1) Table 2(Dimension of Pipes: Mean outside Diameter)	-	0	-
6.3.2 IS 13360 (Part 3/See 1)(Density)	-	750	-
6.3.2 Annex C(Verification of the Malfunction Temperature, Tmal: )	-	12500	-
6.3.1 Annex B(Chloride content)	-	2000	-
6.3(Compound Properties)	-	25000	-
6.2.1 Annex B(Chloride Content of Resin)	-	12000	-
10(Mechanical Properties)	-	0	-
9.1(Visual Appearance)	-	500	-
9(PHYSICAL AND CHEMICAL CHARACTERISTICS)	-	0	-
5 Table 1(Classification of pipes)	-	0	For BIS samples: 1.5 times of BIS testing charges (10% discount to BIS)

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177

IS 9537 : Part 3 (1983)

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

All type

9950 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1(Marking)	-	200	-
6.2(Durability of Marking as per 6.4 of IS: 9537 (Part 1)-1980)	-	200	-
6.3(Standard Mark on Conduit)	-	200	-
7.1.1(Maximum and minimum outside diameter of socket)	-	200	-
7.1.1 Table-2(Length of Socket end)	-	200	-
7.1.2(Maximum and minimum outside diameter of conduit)	-	200	-
7.2(Minimum inside diameter of conduit)	-	200	-
7.3(Length of conduit)	-	200	-
7.4(Unifomity of The wall Thickness)	-	200	-
8.1(Construction as per clause 8 of IS: 9537 (Part 1)-1980)	-	750	-
9.2(Bending Test i) At Room Temp ii) At Low Temp (-5 ±2°C))	-	750	-
9.3(Compression Test as per caluse 9.3 of IS: 9537 (Part 1)-1980)	-	750	-
9.4(Impact Test as per clause 9.4 of IS: 9537 (Part 1)-1980)	-	750	-
9.5(Collapse Test as per clause 9.5 of IS: 9537 (Part 1)-1980)	-	1000	-
10(Resistance to Heat -Ball presure test)	-	1200	-
11(Resistance to burning as per clause 11 of IS: 9537 (Part 1)-1980)	-	1500	-
12(Electrical Characteristics-Test for electric strength as per clause 12.1.1 of IS: 9537 (Part 1)-1980)	-	2000	-
12(Electrical Characteristics-Insulation resistance test as per clause 12.1.2 of IS: 9537 (Part 1)-1980)	-	1500	-
13(Tests for external influence as per clause 13 of IS: 9537 (Part 1)-1980)	-	1200	-
6.1 - a(Marking)	-	200	-
6.1 - b(Marking)	-	200	-
6.1 - c(Marking)	-	200	-
6.1 - d(Marking)	-	200	-
6.2(Durability of Marking as per 6.4 of IS: 9537 (Part 1)-1980)	-	200	-
6.3(Standard Mark on Conduit)	-	200	-
7.1.1 Fig.7(Maximum outside diameter of socket)	-	200	-
7.1.1 Fig.8(Maximum inside diameter of socket)	-	200	-
7.1.1 Table-2(Length of Socket end)	-	200	-
7.1.2 Fig.1(Maximum outside diameter of conduit)	-	200	-
7.1.2 Fig.2(Minimum outside diameter of conduit)	-	200	-
7.2 Fig.3(Minimum inside diameter of conduit)	-	200	-
7.3(Length of conduit)	-	200	-
7.4(Unifomity of The wall Thickness)	-	200	-
8.1(Construction as per clause 8 of IS: 9537 (Part 1)-1980)	-	750	-
9.2(Bending Test At Room Temp)	-	750	-
9.2(Bending Test At Low Temp (-5 ±2°C))	-	750	-
9.3(Compression Test at Full force applied (On load))	-	750	-
9.3(Compression Test (after removal of force) as per caluse 9.3.3 of IS: 9537 (Part 1)-1980)	-	750	-
9.4(Impact Test as per clause 9.4 of IS: 9537 (Part 1)-1980)	-	750	-
9.5 Fig.5(Collapse Test as per clause 9.5 of IS: 9537 (Part 1)-1980)	-	1000	-
10.0(Resistance to Heat -Ball presure test)	-	1500	-
11.0(Resistance to burning as per clause 11 of IS: 9537 (Part 1)-1980)	-	1500	-
12(3 Characteristics-Insulation resistance test as per clause 12.1.2 of IS: 9537 (Part 1)-1980)	-	2000	-
12(3 Characteristics-Test for electric strength as per clause 12.1.1 of IS: 9537 (Part 1)-1980)	-	1500	-
13(Tests for external influence as per clause 13 of IS: 9537 (Part 1)-1980)	-	1200	For BIS samples: 1.5 times of BIS testing charges (10% discount to BIS)

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178

IS 4985 (2021)

UNPLASTICIZED PVC PIPES FOR POTABLE WATER SUPPLIES SPECIFICATION Fourth Revision

All type

25000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
10.1(Colour)	-	200	-
10.1(Surface Finish)	-	200	-
7.2.1.1 Table3(Angle of taper (Note-1))	-	500	-
10.7(Sulphated Ash Content)	-	1500	-
5(CLASSIFICATION OF PIPES)	-	200	-
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))	-	200	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Minimum))	-	200	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Mamimum))	-	200	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. Variation)	-	200	-
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Minimum))	-	200	-
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Maximum))	-	200	-
7.1.1.2(DIMENSIONS-PIPE-Ovality (Maximum))	-	200	-
7.1.2.1(DIMENSIONS-PIPE-Thickness(Minimum))	-	200	-
7.1.2.1(DIMENSIONS-PIPE-Thickness(Maximum))	-	200	-
7.1.2.1(DIMENSIONS-PIPE-Average Thickness)	-	200	-
Cl- 7.2(Socket length (Take 4 reading & minimum will be reported))	-	250	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Minimum Length)	-	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-Diameter at mid point of the socket length (Maximum))	-	250	-
7.2.1.2(a)-Table 5(DIMENSIONS-Sockets for elastomeric sealing ring joints-Minimum depth of engagement)	-	250	-
7.2.1.2-Table 4(DIMENSIONS-Sockets for elastomeric sealing ring joints-Socket inner Diameter)	-	250	-
9.1(PIPE ENDS)	-	350	-
10.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance)	-	250	-
10.2(PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity)	-	500	-
10.4(PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test)	-	1000	-
10.5(PHYSICAL AND CHEMICAL CHARACTERISTICS- Vicat Softening Temperature)	-	1500	-
10.6(PHYSICAL AND CHEMICAL CHARACTERISTICS- Density)	-	750	-
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test))	-	12500	-
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test))	-	2000	-
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)-for Integral Sealing Ring Sockets)	-	12500	-
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Integral Sealing Ring Sockets)	-	200	-
11.1.1(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Plumbing pipes)	-	2000	-
11.2(Resistance to External Blows at 0°C)	-	3000	-
10.3(Effect on Water Test)	-	7500	-
6.1.2(PVC Resin)	-	10000	-
7.1.3(mean outside diameter, outside diameter at any point, and wall thickness of plumbing pipes)	-	250	-
7.1.4(Length)	-	350	-
6.1.1(VCM Content)	-	4500	-
7.2.1.2b(Maximum inner diameter of groove)	-	2500	For BIS samples: 1.5 times of BIS testing charges (10% discount to BIS)
7.2.1(DIMENSIONS-Socket)	-	0	-
8(SEALING RINGS)	-	0	-
10.1.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance)	-	0	-
13.1(Marking)	-	500	For BIS samples: 1.5 times of BIS testing charges (10% discount to BIS)

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179

IS 4984 (2016)

Polyethylene pipes for water supply - Specification (Fifth Revision)

All Type

45000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.10(Slow Crack Growth Rate)	-	1200	-
8.9 table-6(Elongation at Break)	-	750	-
8.8(Tensile Strength for Butt-fusion)	-	750	-
8.7(Density)	-	500	-
8.5 (Oxidation Induction Time)	-	150	-
8.4( Melt Flow Rate)	-	1000	-
8.2(Longitudinal Reversion Test)	-	1500	-
8.1.2 table -5(Internal Pressure Creep Rupture Test of Pipe Joints)	-	1500	-
8,/8.1/8.1.1 table-5(PERFORMANCE REQUIREMENTS / Hydraulic Characteristics/ Internal Pressure Creep Rupture Test of Pipe)	-	17500	-
7.4.1.2(Ovality)	-	250	-
Cl-7.4(Mean Outside Diameter (For upto 50 mm take 8 reading, above 50mm take 6 reading & average will be reported))	-	500	-
7.2(Length)	-	500	-
6.2.1(6.1.1 Identification Stripes)	-	450	-
6.2(Colour)	-	300	-
8.6(Overall migration)	-	1500	-
8.3(Carbon black)	-	1000	-
5.4(Anti oxydent)	-	2500	-
5.3(e)(Carbon Black Master Batch)	-	1000	-
5.3(d)(Carbon Black Master Batch)	-	1000	-
5.3(c)(Carbon Black Master Batch)	-	1000	-
5.2(Polyethylene Resin)	-	10000	-
5, 5.1 table-1(MATERIALS)	-	10000	-
5.2(Density)	-	750	-
5.2(MFI @ 1900C/5.0 Kg)	-	1000	-
5.2(Volatile matter Content)	-	1500	-
5.3(Toluene Extract)	-	1500	-
Clause 7.1(Visual Apperance)	-	400	-
Table-2 (iii, iv)(Thermal Stability (Oxidation Induction Time), Volatile Matter)	-	2500	-
Cl. 8.3(Carbon Black Content)	-	1000	-
Cl. 8.3(Carbon Black Dispersion)	-	1000	-
8.9,T6("Tensile - IS 4984-2016 (Annexure-H)")	-	750	-
8.9,T6("Elongation -IS 4984-2016 (Annexure-H)")	-	750	For BIS samples: 1.5 times of BIS testing charges (10% discount to BIS)
Clause 8.3(Carbon Black content)	-	1000	-
Cl 8.3(Carbon Black Dispersion)	-	1000	-
Clause 7.3(Coiling)	-	500	-
Clause 8.3(Carbon Black Dispersion)	-	1000	-
Clause 8.6(Overall migration (surface of material))	-	1500	-
8.7(Density-IS 7328:2020)	-	750	-
8.7(Corrected Density- IS 7328:2020)	-	750	-
Cl 8.3(Carbon Black Content)	-	1000	-
5.2,T2(Melt Flow rate(Temperature - 190oC,Mass 5kg)-IS 2530-1963)	-	1000	-
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	-
5.3 (a)(Carbon Black Master Batch)	-	1000	-
5.3(b)(Carbon Black Master Batch)	-	1000	-
7()	-	0	-
7.1(Visual Appearance)	-	500	-
7.3(Coiling)	-	500	-
Clause 8.6(Overall migration (stimulate))	-	1500	For BIS samples: 1.5 times of BIS testing charges (10% discount to BIS)

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-

Bureau of Indian Standards

The National Standards Body of India

PIONEER TESTING LABORATORY PRIVATE LIMITED

Kh No. 84/2, Street No: 4, Mundka Industrial Area, (Near Mundka INDUSTRIAL Area Metro Station), New Delhi - 110041., Delhi, West, Delhi, 110041

9810040186 pioneertestinglabdelhi@gmail.com

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