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

Scope List

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159 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

121

IS 1239 : Part 1 (2004)

Steel tubes, tubulars and other wrought steel fittings - Specification: Part 1 steel tubes (Sixth Revision)

All Type

7200 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 8(Outer Diameter, Thickness & Mass)	-	1000	-
Cl 10.1(Manufacturing )	-	200	-
Cl 10.1.1(Manufacturing )	-	200	-
Cl 12(Workmanship)	-	200	-
Cl 14(Tensile Test, Flattening Test & Bend Test)	-	2000	-
Cl 15(Workmanship)	-	200	-
6.2 AND AS PER IS 10748(CARBON)	-	300	-
6.2 AND AS PER IS 10748(SULPHUR)	-	300	-
6.2 AND AS PER IS 10748(PHOSPHORUS)	-	300	-
6.2 AND AS PER IS 10748(MANGANESE)	-	300	-
6.2 AND AS PER IS 10748(CARBON EQUIVALENT)	-	300	-
6.2 AND AS PER IS 10748(SILICON)	-	300	-
6.2 AND AS PER IS 10748(ALUMINIUM)	-	300	-
6.2 AND AS PER IS 10748(MICRO ALLOY)	-	900	-
6.2 AND AS PER IS 513(NITROGEN)	-	300	-
6.2 AND AS PER IS 10748(COPPER)	-	300	-
Cl. 8 Table 3,4 & 5(Outside Diameter)	-	200	-
Cl. 8, 9 Table 3,4 & 5(Thickness)	-	200	-
Cl. 6.5(Height of Internal Fin)	-	350	-
Cl. 8, 9 Table 3,4 & 5(Mass of Tube)	-	350	-
Cl. 11(Length)	-	200	-
Cl. 3.3, 10.2(Plain End)	-	200	-
12 AND AS PER IS 4736(UNIFORMITY OF ZINC COATING)	-	500	-
12.1(Galvanizing)	-	500	-
12.2(Galvanizing)	-	500	-
17.0 & 17.1(Marking -IS:1239 (P1))	-	200	-
17.0 & 17.2(Colour Band - IS:1239 (P1))	-	200	-
17.0 & 17.4(Length of colour band - IS:1239 (P1))	-	200	-
10.1(Thared Joints(IS:554))	-	350	-
10.2(Plain end)	-	200	-
13.0(Leak Proof Test)	-	1200	-

10 Mar, 2027

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122

IS 2645 (2003)

Integral waterproofing compounds for cement mortar and concrete - Specification (Second Revision)

All Type

5500 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 3.4(Chloride content)	-	750	-
Cl 3.1(The permeability of water in specimen Prepared with WPC shall be less than half the permeability of plain cement specimens. (i.e ; < 50 percent))	-	2000	-
Cl 3.2(Initial & Final)	-	750	-
Cl 3.3(Compressive Strength, At 3days & 7 days)	-	1500	-
Clause 3.3(Compressive strength of cement mortar with waterproofing compound at 7 days (168 ± 2 h))	-	1500	-
Clause 3.3(Compressive strength of cement mortar at 7 days (168 ± 2 h))	-	1500	-
Clause 3.3(Compressive strength of cement mortar with waterproofing compound at 3 days (72 ± 1 h))	-	1500	-
Clause 3.3(Compressive strength of cement mortar at 3 days (72 ± 1 h))	-	1500	-
Clause 3.2(Final setting time of cement with Water proofing compound)	-	750	-
Clause 3.2(Initial setting time of cement with Water proofing compound)	-	750	-
Clause 3.2(Final setting time of cement)	-	750	-
Clause 3.2(Initial setting time of cement)	-	750	-
Clause 3.1 (Permeability to water of cement mortar with Water proofing compound)	-	2000	-
Clause 3.1 (Permeability to water of cement mortar)	-	2000	-

10 Mar, 2027

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123

IS 444 (2017)

Rubber hoses, textile - Reinforced, for general - Purpose water applications - Specification (Fifth Revision)

All Type

8500 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4(Classification - IS 444)	-	200	-
5(Lining - IS 444)	-	300	-
5(Reinforcement - IS 444)	-	200	-
5(Cover - IS 444)	-	200	-
5(Lining and Cover - IS 444)	-	300	-
6.1- Table 1(Internal diameters - ISO 4671)	-	200	-
6.2(Concentricity - ISO 4671)	-	200	-
6.3(Length -IS 4671)	-	200	-
6.4( thickness of the lining plus cover - ISO 4671)	-	300	-
6.4(If the cover is fluted, the depth of the flutes - ISO 4671)	-	300	-
7.1 - Table 2( tensile strength of Lining - ISO 37 )	-	1000	-
7.1 - Table 2( tensile strength of Cover - ISO 37 )	-	1000	-
7.1 - Table 2(elongation at break of Lining - ISO 37)	-	1000	-
7.1 - Table 2(elongation at break of Cover - ISO 37)	-	1000	-
7.1 - Table 2(Change in tensile strength of Lining from original value after ageing(max) - ISO 188 and ISO 37)	-	1500	-
7.1 - Table 2(Change in tensile strength of Cover from original value after ageing(max) - ISO 188 and ISO 37)	-	1500	-
7.1 - Table 2(Change in elongation at break of Lining from original value after ageing (max.) - ISO 188 and ISO 37)	-	1500	-
7.1 - Table 2(Change in elongation at break of Cover from original value after ageing (max.) - ISO 188 and ISO 37)	-	1500	-
7.2 - Table 3(Proof pressure at 23 °C - ISO 1402)	-	2500	-
7.2 - Table 3(Change in length at proof pressure - ISO 1402)	-	2500	-
7.2 - Table 3(Minimum burst pressure - ISO 1402)	-	2500	-
7.2 - Table 3(Adhesion between components - ISO 8033)	-	1000	-
7.2 - Table 3(Ozone resistance - ISO 7326)	-	2000	-
7.2 - Table 3(Flexibility at 23 °C - Method A of ISO 1746)	-	1000	-
7.2 - Table 3(Low-temperature flexibility - Method B of ISO 4672)	-	1000	-

10 Mar, 2027

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124

IS 10124 : Part 13 (2009)

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

All Type

3400 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General)	-	2500	-
3.2.2, Table 2(Dimension of 11 1/4° bends for Elastomeric sealing ring joint)	-	300	-
3.2.2, Table 1(Dimension of 11 1/4° bends)	-	300	-
3.2.3(Socket, Measurement)	-	300	-

10 Mar, 2027

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125

IS 10124 : Part 12 (2009)

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

All Type

3700 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General)	-	2500	-
3.2.2, Table 1(Dimensions of 22 ½ deg Bends)	-	300	-
3.2.2, Table 2(Dimensions of 22 ½ deg Bend for Elastomeric Sealing Ring Joint)	-	300	-
3.2.3(Socket, measurements)	-	300	-

10 Mar, 2027

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126

IS 10124 : Part 11 (2009)

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

All Type

3100 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General)	-	2500	-
3.2.2, Table 1(Dimensions of 30 deg Bends)	-	300	-
3.2.2, Table 2(Dimensions of 30 deg Bend for Elastomeric Sealing Ring Joint)	-	300	-

10 Mar, 2027

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127

IS 10124 : Part 9 (2009)

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

All 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 2(Manufacture)	-	500	-
3.2.2, Fig 1, table 1(Dimensions)	-	300	-
3.2.3(the socket measurement shall comply with IS 10124 (Part 1).)	-	300	-
Table 1 (Clauses 3.2.2, 3.2.3, and Fig. 1)(Dimensions of 60o Bends)	-	300	-
Table 2 (Clause 3.2.2, and Fig. 2)(Dimensions of 60o Bend for Elastomeric Sealing Ring Joint)	-	300	-

10 Mar, 2027

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128

IS 10124 : Part 8 (2009)

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

All 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 2(Manufacture)	-	500	-
3.2.2, Fig 2, table 2(Dimensions)	-	300	-
Table 1 (Clause 3.2.2, and Fig. 1)(Dimensions of 90o Bends)	-	300	-
Table 2 (Clause 3.2.2, and Fig. 2)(Dimensions of 90o Bend for Elastomeric Sealing Ring Joint)	-	300	-

10 Mar, 2027

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129

IS 10124 : Part 7 (2009)

Fabricated pvc - U fittings for potable water supplies - Specification: Part 7 specific requirements for threaded adaptors (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(Materials)	-	500	-
3.3, 3.3.1, Fig 1(Manufacture)	-	500	-
3.3.2, table 1, fig 1(Dimensions)	-	300	-
3.3.3(socket measurement shall comply with IS 10124 (Part 1).)	-	300	-
Table 1 (Clauses 3.3.1 and 3.3.2)(Dimensions of Threaded Adaptors)	-	300	-

10 Mar, 2027

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130

IS 10124 : Part 6 (2009)

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

All 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 2, table 2(Dimensions)	-	300	-
Table 1 (Clause 3.2.2, and Fig. 1)(Dimensions of PVC Flanged Tail Piece with Metallic Flanges)	-	300	-
Table 2 (Cl.3.2.2, and Fig.1)(Dimensions of Flanged Tail Piece with Metallic Flange for Elastomeric Sealing Ring Joint)	-	300	-

10 Mar, 2027

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131

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	-

10 Mar, 2027

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132

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	-

10 Mar, 2027

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133

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	-

10 Mar, 2027

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134

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	-

10 Mar, 2027

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135

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	-

10 Mar, 2027

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136

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	-

10 Mar, 2027

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137

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	-

10 Mar, 2027

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138

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	-

10 Mar, 2027

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139

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	-

10 Mar, 2027

-
-

140

IS 15058 (2002)

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

All Type

18500 View breakup
-

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	-

10 Mar, 2027

-
-

141

IS 210 (2009)

Grey iron castings - Specification (First Revision)

All Type

6500 View breakup
-

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	-

10 Mar, 2027

-
-

142

IS 9537 : Part 2 (1981)

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

All Types

7200 View breakup
-

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	-

10 Mar, 2027

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-

143

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	-

10 Mar, 2027

-
-

144

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	-

10 Mar, 2027

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-

145

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	-

10 Mar, 2027

-
-

146

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	-

10 Mar, 2027

-
-

147

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	-

10 Mar, 2027

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-

148

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	-

10 Mar, 2027

-
-

149

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	-

10 Mar, 2027

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-

150

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	-

10 Mar, 2027

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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

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