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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171 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

121

IS 12406 (2003)

Medium density fibre boards for general purpose - Specification (First Revision)

All Type

12900 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 4( Types)	-	500	-
Cl 7(Finish)	-	500	-
Cl 8(Dimensions & Tolerances)	-	1500	-
Cl 11.4(Test For Density)	-	750	-
Cl 11.5(Test For Moisture Content)	-	750	-
Cl 11.6(Test For water Absorption)	-	750	-
Cl 11.7.1(Due To General Absorption)	-	1000	-
Cl 11.7.2(Due To Surfacel Absorption)	-	1000	-
Cl 11.8(Tesr For Modulus Of Elasticity & Mudulus Of Rupture)	-	2500	-
Cl 11.9(Test For Internal Bond)	-	1500	-
Cl 11.10(Test For Screw Withdrawal Strength)	-	1500	-
Table 1 (iii)(Moisture content, Grade 1)	-	750	-
Table 1 (iii)(Moisture content, Grade 2)	-	750	-
Cl 4( Types)	-	500	-
Cl 7(Finish)	-	500	-
Cl 8(Dimensions & Tolerances)	-	1500	-
Cl 11.4(Test For Density)	-	750	-
Cl 11.5(Test For Moisture Content)	-	750	-
Cl 11.6(Test For water Absorption)	-	750	-
Cl 11.7.1(Due To General Absorption)	-	1000	-
Cl 11.7.2(Due To Surfacel Absorption)	-	1000	-
Cl 11.8(Tesr For Modulus Of Elasticity & Mudulus Of Rupture)	-	2500	-
Cl 11.9(Test For Internal Bond)	-	1500	-
Cl 11.10(Test For Screw Withdrawal Strength)	-	1500	-
Cl 11.10(Test For Screw Withdrawal Strength)	-	1500	-
Cl 11.9(Test For Internal Bond)	-	1500	-
Cl 11.8(Tesr For Modulus Of Elasticity & Mudulus Of Rupture)	-	2500	-
Cl 11.7.2(Due To Surfacel Absorption)	-	1000	-
Cl 11.6(Test For water Absorption)	-	750	-
Cl 11.5(Test For Moisture Content)	-	7500	-
Cl 11.4(Test For Density)	-	750	-
Cl 8(Dimensions & Tolerances)	-	500	-
Cl 7(Finish)	-	500	-
Cl 4( Types)	-	500	-
Cl 11.7.1(Due To General Absorption)	-	500	-

10 Mar, 2027

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122

IS 14587 (1998)

Prelaminated Medium Density Fibre Board -specification

All Type

16500 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8(Dimensions and tolerances)	-	2500	-
10.2, Table-1(Test for Density)	-	750	-
10.4, Table-1(Test for Water Absorption)	-	750	-
10.5(test for swelling in water)	-	1000	-
10.6(test for modulis of rupture)	-	2500	-
10.7(Test for tensile strength perpendicular to Surface)	-	1000	-
10.8(Test for tensile strength perpendicular to Surface after ageing )	-	1000	-
10.9(test screw withdrawal strength)	-	1000	-
10.1(test for surface abrasion resistance)	-	1000	-
10.11(test for resistance to steam)	-	1000	-
10.12(test for resistance to crack)	-	1000	-
10.13(test for resistance to cigarette burn)	-	1500	-
10.14(test for resistance to stain)	-	1500	-

10 Mar, 2027

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123

IS 191 (2007)

Copper - Specification (Fourth Revision)

All Type

7500 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.2(Billets)	-	500	-
5.4-Table 3 (For Billets)(Mass)	-	300	-
5.2-Table 3 (For Billets)(Diameter)	-	300	-
5.2-Table 3 (For Billets)(Length)	-	300	-
5.2-Table 3 (For Billets)(Deviation from straightness per 1000 mm length)	-	300	-
5.4-Table 3 (Vertically continuously cast wire bars)(Mass)	-	300	-
5.3-Table 3 (Vertically continuously cast wire bars)(Width)	-	300	-
5.3-Table 3 (Vertically continuously cast wire bars)(thickness )	-	300	-
5.3-Table 3 (Vertically continuously cast wire bars)(Other dimention)	-	300	-
5.4-Table 3 (Vertically static cast wire bars)(Mass)	-	300	-
5.3-Table 3 (Vertically static cast wire bars)(Width)	-	300	-
5.3-Table 3 (Vertically static cast wire bars)(thickness )	-	300	-
5.3-Table 3 (Vertically static cast wire bars)(Other dimention)	-	300	-
5.4-Table 3 (Cast cakes)(Mass)	-	300	-
5.3-Table 3 (Cast cakes)(Width)	-	300	-
5.3-Table 3 (Cast cakes)(thickness )	-	300	-
5.3-Table 3 (Cast cakes)(Deviation from straightness per 1000 mm length)	-	300	-
7.1 - Table 4(Copper + Silver(By difference)-IS440)	-	450	-
7.1 - Table 4(Silver- IS 440)	-	450	-
7.1 - Table 4(Copper (any Silver present to be counted as copper)-IS440)	-	450	-
7.1 - Table 4(Phosphorus- IS 440)	-	450	-
7.1 - Table 4(Arsenic- IS440)	-	750	-
7.1 - Table 4(Antimony-IS440)	-	750	-
7.1 - Table 4(Bismuth-IS 440)	-	1000	-
7.1 - Table 4(Iron IS 440)	-	350	-
7.1 - Table 4(Lead IS 440)	-	350	-
7.1 - Table 4(Nickel IS 440)	-	350	-
7.1 - Table 4(Oxygen IS 440)	-	1500	-
7.1 - Table 4(Selenium - IS 440)	-	750	-
7.1 - Table 4(Sulphur- IS 440)	-	350	-
7.1 - Table 4(Tellurium- IS 440)	-	750	-
7.1 - Table 4(Tin - IS 440)	-	350	-
7.1 - Table 4(Znic-IS 440)	-	350	-
7.1 - Table 4(Selenium + Telluuium- IS 440)	-	750	-
7.1 - Table 4(Total Impurities- IS 440)	-	750	-
8.1(FREEDOM FROM DEFECTS)	-	500	-
8.2(FREEDOM FROM DEFECTS)	-	500	-
9.1- Table 5(Mass Resistivity- IS 3635)	-	1500	-
10(HYDROGEN EMBRITTLEMENT TEST- IS 191)	-	1500	-
13(Marking)	-	300	-
13(Marking)	-	300	-
13(Marking)	-	300	-
9.1 , 9.2 & 10(Resistivity & HYDROGEN EMBRITTLEMENT TEST)	-	1500	-
9.1 , 9.2 & 10(Resistivity & HYDROGEN EMBRITTLEMENT TEST)	-	1500	-
10(HYDROGEN EMBRITTLEMENT TEST- IS 191)	-	1500	-
9.1- Table 5(Mass Resistivity- IS 3635)	-	1500	-
8.2(FREEDOM FROM DEFECTS)	-	500	-
8.1(FREEDOM FROM DEFECTS)	-	500	-
7.1 - Table 4(Total Impurities- IS 440)	-	450	-
7.1 - Table 4(Selenium + Telluuium- IS 440)	-	450	-
7.1 - Table 4(Znic-IS 440)	-	300	-
7.1 - Table 4(Tin - IS 440)	-	300	-
7.1 - Table 4(Tellurium- IS 440)	-	450	-
7.1 - Table 4(Sulphur- IS 440)	-	300	-
7.1 - Table 4(Selenium - IS 440)	-	450	-
7.1 - Table 4(Oxygen IS 440)	-	1500	-
7.1 - Table 4(Nickel IS 440)	-	300	-
7.1 - Table 4(Lead IS 440)	-	300	-
7.1 - Table 4(Iron IS 440)	-	300	-
7.1 - Table 4(Bismuth-IS 440)	-	1000	-
7.1 - Table 4(Antimony-IS440)	-	750	-
7.1 - Table 4(Arsenic- IS440)	-	750	-
7.1 - Table 4(Phosphorus- IS 440)	-	300	-
7.1 - Table 4(Copper (any Silver present to be counted as copper)-IS440)	-	450	-
7.1 - Table 4(Silver- IS 440)	-	450	-
7.1 - Table 4(Copper + Silver(By difference)-IS440)	-	450	-
5.3-Table 3 (Cast cakes)(Deviation from straightness per 1000 mm length)	-	200	-
5.3-Table 3 (Cast cakes)(thickness )	-	200	-
5.3-Table 3 (Cast cakes)(Width)	-	200	-
5.4-Table 3 (Cast cakes)(Mass)	-	200	-
5.4-Table 3 (Ingots)(Mass)	-	200	-
5.3-Table 3 (Vertically static cast wire bars)(Other dimention)	-	200	-
5.3-Table 3 (Vertically static cast wire bars)(thickness )	-	200	-
5.3-Table 3 (Vertically static cast wire bars)(Width)	-	200	-
5.4-Table 3 (Vertically static cast wire bars)(Mass)	-	200	-
5.3-Table 3 (Vertically continuously cast wire bars)(Other dimention)	-	200	-
5.3-Table 3 (Vertically continuously cast wire bars)(thickness )	-	200	-
5.3-Table 3 (Vertically continuously cast wire bars)(Width)	-	200	-
5.4-Table 3 (Vertically continuously cast wire bars)(Mass)	-	200	-
5.2-Table 3 (For Billets)(Deviation from straightness per 1000 mm length)	-	200	-
5.2-Table 3 (For Billets)(Length)	-	200	-
5.2-Table 3 (For Billets)(Diameter)	-	200	-
5.4-Table 3 (For Billets)(Mass)	-	200	-
5.2(Billets)	-	200	-
5.1- Table 2(γ)	-	200	-
5.1- Table 2( β )	-	200	-
5.1- Table 2(α )	-	200	-
5.1- Table 2(R2 )	-	200	-
5.1- Table 2(R1)	-	200	-
5.1- Table 2(R)	-	200	-
5.1- Table 2(b1)	-	200	-
5.1- Table 2(b)	-	200	-
5.1- Table 2(h1)	-	200	-
5.1- Table 2(h)	-	200	-
5.1- Table 2(L1)	-	200	-
5.1- Table 2(L)	-	200	-
4-Table 1(GRADES/DESIGNATIONS)	-	200	-
5.4-Table 3 (Ingots)(Mass)	-	200	-
5.1- Table 2(γ)	-	200	-
5.1- Table 2( β )	-	200	-
5.1- Table 2(α )	-	200	-
5.1- Table 2(R2 )	-	200	-
5.1- Table 2(R1)	-	200	-
5.1- Table 2(R)	-	200	-
5.1- Table 2(b1)	-	200	-
5.1- Table 2(b)	-	200	-
5.1- Table 2(h1)	-	200	-
5.1- Table 2(h)	-	200	-
5.1- Table 2(L1)	-	200	-
5.1- Table 2(L)	-	200	-
4-Table 1(GRADES/DESIGNATIONS)	-	200	-

10 Mar, 2027

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124

IS 455 (2015)

Portland slag cement - Specification

All Type

11600 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7 Table 1 v(Transverse strength (optional) IS 4031(Part 8) )	-	1500	-
7 Table 1 iv c(Compretsive Strenqth 672 ± 4 hr IS 4031(Part 6))	-	1500	-
7 Table 1 iv b(Compretsive Strenqth 168 ± 2 hr IS 4031(Part 6))	-	1500	-
7 Table 1 iv a(Compretsive Strenqth .72 ± 1 hr IS 4031(Part 6))	-	1500	-
7 Table 1 iii b(Setting Time ( by Vicat Apparatus ), Final IS 4031(Part 5))	-	750	-
7 Table 1 iii a(Setting Time ( by Vicat Apparatus ),Initial IS 4031(Part 5))	-	750	-
7 Table 1 ii b(Soundness, Autoclave expansion IS 4031(Part 3) )	-	750	-
7 Table 1 ii a(Soundness, Le-Chate1ier expansion IS 4031(Part 3) )	-	750	-
7 Table 1 i(Fineness IS 4031(Part 2))	-	500	-
6 - Table - 1 vii( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	600	-
6 - Table - 1 vi(Chloride content - Cl 4.13 of IS 4032:1985)	-	600	-
6 - Table - 1 v(Loss on ignition - Cl 6.2 of IS 4032:1985)	-	600	-
6 - Table - 1 iv(Sulphide sulphur (S) - Cl 6.12 of IS 4032:1985)	-	600	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 6.11 of IS 4032:1985)	-	600	-
6 - Table - 1 ii(Magnesia - Cl 6.8 of IS 4032:1985)	-	600	-
6 - Table - 1 i(Insoluble residue - Cl 6.9 of IS 4032:1985)	-	600	-

10 Mar, 2027

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125

IS 13487 (1992)

Irrigation equipment - Emitters - Specification

All Type

5287 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.1(Construction and workmanship)	-	500	-
7.2(Flow path in emitters)	-	500	-
7.3.1(Resistance to Hydrostatic pressure)	-	2000	-
7.3.2(Resistance to Hydrostatic pressure)	-	2000	-
7.3.3(Resistance to Hydrostatic pressure)	-	2000	-
7.4.1(Emitter Pull Out In-line emitters)	-	1000	-
7.4.2(Emitter Pull Out On-line emitters)	-	1000	-
8.1.2(Uniformity of Emission Rate Unregulated emitters)	-	1000	-
8.1.3(Uniformity of Emission Rate Regulated emitters)	-	1000	-
8.2.2(Emission rate as a function of inlet pressure Unregulated emitters)	-	1000	-
8.2.3(Emission rate as a function of inlet pressure Regulated emitters)	-	1000	-
8.3(Determination of Emitter Exponent)	-	1500	-
4(Classification)	-	300	-
9(Marking)	-	500	-
8.3(Determiaatlon of Emitter Exponent)	-	1500	-
8.2.3(Regulated Emitters)	-	1000	-
8.2.2(Unregulated Emttters)	-	1000	-
8.2.1(Selection of Telt Sample)	-	500	-
8.2(Emission Rate as a Function of Inlet Pressure)	-	1000	-
8.1.3(Regulated Emitters)	-	1000	-
8.1.2(Unregulated Emitters)	-	1000	-
8.1(Uniformity of Emission Rate)	-	1000	-
8.1.1(Number of Test Samples)	-	1000	-
7.4.2(On-Line Emitters)	-	1000	-
7.4.1(In-Line Emitters)	-	1000	-
7.4(Emitter Pull-out)	-	1000	-
7.3(Resistance to Hydrostatic Pressure)	-	2000	-
7.2(Flow Paths In Emitter)	-	1000	-
7.1(Construction and Workmanship)	-	500	-
6.3(Accuracy or Measuring Devices)	-	500	-
6.2(Test Conditions)	-	200	-
6.1(Test Specimens)	-	500	-
5.3(Materials)	-	0	-
5.2(Emitter Ends)	-	0	-
5.1(Connections)	-	0	-
8.1.3(Uniformity of Emission Rate Regulated emitters)	-	1000	-
8.1.2(Uniformity of Emission Rate Unregulated emitters)	-	1000	-

10 Mar, 2027

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126

IS 1489 (Part 1) (2015)

Portland pozzolana cement - Specification: Part 1 fly Ash Based

All Type

8600 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	800	-
7 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional))	-	1000	-
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1200	-
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1200	-
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1200	-
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	400	-
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	400	-
7 -Table 2- ii- b(Expansion after aeration- 4031 Part 3)	-	500	-
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	500	-
7 -Table 2- ii- a(Expansion after aeration - 4031 Part 3)	-	500	-
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	500	-
7 -Table 2- i(Fineness 4031 Part 2)	-	500	-
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	500	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	500	-
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	600	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	600	-
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	600	-
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	600	-

10 Mar, 2027

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127

IS 3812 (Part 1) (2013)

Pulverized fuel ash - Specification: Part 1 For use as pozzolana in cement, cement mortar and concrete

All Type

11100 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 6.1, Table 1 - i(Silicon dioxide (SiO2) plus aluminium oxide (Al2O3) plus ironoxide (Fe2O3) - IS 1727)	-	400	-
Cl. 6.1, Table 1 - ii(Silicon dioxide (SiO2) - IS 1727)	-	400	-
Cl. 6.1, Table 1 - iii(Reactive Silica - Annex B)	-	350	-
Cl. 6.1, Table 1 - iv(Magnesium oxide (MgO) - IS 1727)	-	500	-
Cl. 6.1, Table 1 - v( Total sulphur as sulphur trioxide (SO3) - IS 1727)	-	500	-
Cl. 6.1, Table 1 - vi( Available alkalis as equivalent sodium oxide (Na2O) - Annex C)	-	800	-
Cl. 6.1, Table 1 - vii( Total Chlorides - IS 4032)	-	600	-
Cl. 6.1, Table 1 - viii( Loss on ignition - IS 1727)	-	750	-
Cl. 6.2(Moisture content of the fly ash when supplied in dry condition - Annex D)	-	500	-
7.1-Table 2(i)(PHYSICAL REQUIREMENTS-Fineness)	-	1000	-
7.1-Table 2(ii)(PHYSICAL REQUIREMENTS-Particles retained on 45 micron IS sieve)	-	750	-
7.1-Table 2(iii)(PHYSICAL REQUIREMENTS-Average compressive strength)	-	1500	-
7.1-Table 2(iv)(PHYSICAL REQUIREMENTS-Compressive strength at 28 days)	-	1500	-
7.1-Table 2(v)(PHYSICAL REQUIREMENTS-Soundness by autoclave test )	-	1200	-
5.1, 7.1, table-2, iii(Lime reacitivity)	-	1500	-

10 Mar, 2027

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128

IS 269 (2015)

Ordinary portland cement - Specification (Sixth Revision)

All Type

8850 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7 Table-3 v(Transverse Strength - IS 4031 Part 8 (Optional))	-	1500	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1200	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1200	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1200	-
7 Table-3 iii b(Setting Time Final)	-	500	-
7 Table-3 iii a(Setting Time Initial)	-	500	-
7 Table-3 ii b(Expansion after aeration)	-	500	-
7 Table-3 ii b(Expansion by Autoclave)	-	500	-
7 Table-3 ii a(Expansion after aeration)	-	400	-
7 Table-3 ii a(Expansion by Le Chatelier)	-	400	-
7 Table-3 i.(Fineness)	-	400	-
6.1 Table-2 viii(Alkali content)	-	400	-
6.1 Table-2 vii(Chloride content)	-	300	-
6.1 Table-2 vi(Loss on ignition)	-	300	-
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride)	-	350	-
6.1 Table-2 iv(Magnesia)	-	300	-
6.1 Table-2 iii.(Insoluble residue)	-	400	-
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide)	-	300	-
6.1 Table-2 i.(Ratio of percentage of lime to percentage of silica, alumina and iron oxide)	-	300	-
6 - Table - 1 viii(Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	800	-
11(Marking)	-	200	-

10 Mar, 2027

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129

IS 1786 (2008)

High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision)

All Type

15500 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 9.4(Load In Other Direction From Bend)	-	500	-
Cl 9.3(Load In One Direction)	-	500	-
Cl 8.1(UTM)	-	1000	-
Cl 7.2(Weight)	-	500	-
Cl 6.1(Length, Width & Thickness)	-	500	-
Cl 5(Deformations and Surface Characteristics)	-	200	-
Cl.9.4 & Cl. 9.4.1(Rebend test)	-	500	-
Cl. 9.3, Table 4(Bend Test )	-	500	-
Cl. 8.1 Table 3(Elongation, percentage)	-	500	-
Cl. 8.1 Table 3(TS/YS ratio)	-	30	-
Cl. 8.1 Table 3(Tensile Strength (TS))	-	1000	-
Cl. 8.1 Table 3(Yield Stress (YS))	-	500	-
Cl. 7.2 Table -2 (Nominal Mass)	-	500	-
Cl. 6.1(Nominal Size)	-	500	-
Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar))	-	1200	-
Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), )	-	1200	-
8.18.1 Table 3(Total elongation at maximum force)	-	300	-
5.7(PullOut (Bond Test))	-	3500	-
Cl. 5.7(Average compressive strength of cubes at 28 days)	-	2500	-
Cl. 5.7(Bond Strength at 0.25 mm slip)	-	2500	-
Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs)	-	500	-
Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs)	-	500	-
Cl. 8.1 Table 3(Maximum Extension)	-	500	-
Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A)	-	500	-
9.2(Tensile test,IS:1608(Pt1)-2018)	-	1000	-
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Carbon-IS 228)	-	300	-
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Sulphur-IS 228)	-	300	-
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Phosphorous- IS 228)	-	300	-
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Sulphur & Phosphorous)	-	300	-
Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D)(Carbon Equivalent)	-	300	-
Cl.4.2 of IS 1786 (Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl.4.2 of IS 1786 (Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl.4.2 of IS 1786 (Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl.4.2 of IS 1786 (Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl.4.2 of IS 1786 (Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl.4.2 of IS 1786 (Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl.4.2 of IS 1786 (Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
4.2(Niobium (Nb))	-	500	-
4.2(Boron (B))	-	500	-
4.1( Aluminium %)	-	500	-
4.1(Silicon %)	-	300	-
4.1( Ti)	-	500	-

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130

IS 10748 (2004)

Hot - Rolled steel strip for welded tubes and pipes - Specification (Second Revision)

All Type

8400 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 8 & Table 3(UTM)	-	1500	-
Cl 9(Press)	-	750	-
Cl 11(Workmanship)	-	200	-
Cl 12 & 13(Length, Width & Thickness)	-	600	-
Cl. 14(Weight)	-	300	-
Cl. 12, 13(Camber)	-	350	-
Cl. 12, 13(Thickness)	-	200	-
Cl. 8, Table 3(Elongation)	-	500	-
Cl. 8, Table 3(Yield Stress)	-	500	-
Table 1 ( Clauses 7.1 ,7.2 )(TITANIUM)	-	350	-
Table 1 ( Clauses 7.1 ,7.2 )(VANADIUM)	-	350	-
Table 1 ( Clauses 7.1 ,7.2 )(NIOBIUM)	-	350	-
Table 1 ( Clauses 7.1 ,7.2 )(CARBON EQUIVELENT )	-	300	-
Table 1 ( Clauses 7.1 ,7.2 )(Molybdenum)	-	300	-
Table 1 ( Clauses 7.1 ,7.2 )(Chromium)	-	300	-
Table 1 ( Clauses 7.1 ,7.2 )(Nickel)	-	300	-
Table 1 ( Clauses 7.1 ,7.2 )( ALUMINIUM)	-	300	-
Table 1 ( Clauses 7.1 ,7.2 )(SILICON)	-	300	-
Table 1 ( Clauses 7.1 ,7.2 )(NITROGEN)	-	350	-
Table 1 ( Clauses 7.1 ,7.2 )(MANGANESE)	-	300	-
Table 1 ( Clauses 7.1 ,7.2 )(PHOSPHURS)	-	300	-
Table 1 ( Clauses 7.1 ,7.2 )(SULPHUR)	-	300	-
Table 1 ( Clauses 7.1 ,7.2 )( CARBON)	-	300	-

10 Mar, 2027

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131

IS 4923 (2017)

Hollow steel sections for structural use - Specification (Third Revision)

All Type

6950 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.7.1(Carbon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl.7.1(Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl.7.1(Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl.7.1(Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl.7.1(Silicon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl.7.1(Aluminium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl.7.1(Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl.7.1(Niobium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl.7.1(Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl.7.1(Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl.7.1(Carbon Equivalent-IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Depth))	-	200	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Width))	-	200	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Thickness))	-	200	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Weigth))	-	200	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Area of Section))	-	200	-
Cl. 10.1, 14.1, 18.1(Straightness)	-	450	-
Cl. 10.2, Fig 1(Outside dimension (B))	-	200	-
Cl. 10.2, Fig 1(Outside dimension (H))	-	200	-
Cl. 10.2, Fig 1(Outside dimension (T))	-	200	-
Cl. 10.4, Fig 2(Concavity, X1)	-	750	-
Cl. 10.4, Fig 2(Convexity, X2)	-	750	-
Cl. 10.5, Fig 3(Squareness of side)	-	750	-
Cl. 10.6, Fig 4(External Corner Radius)	-	750	-
Cl. 10.7, Fig 5(Total twist, V)	-	750	-
Cl. 15.2, Table 3(Tensile Strength- IS 1608)	-	1000	-
Cl. 15.2, Table 3(Yield Strength- IS 1608)	-	1000	-
Cl. 15.2, Table 3(Elongation- IS 1608)	-	1000	-
Cl. 14.1(Exact Length)	-	200	-
Cl. 14.1(Random Length)	-	200	-
7(Micro Alloying elements(Nb+V+Ti))	-	900	-
11(Oiling & Painting - IS 4923)	-	200	-
18.1(Height of the internal weld fin - IS 4923)	-	200	-

10 Mar, 2027

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-

132

IS 3601 (2006)

Steel tubes for mechanical and general engineering purposes - Specification (Second Revision)

All Type

10550 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4(Material)	-	150	-
6.0(Workmanship)	-	300	-
4.1(Sulphur-Percentage by mass)	-	300	-
4.1(Phosphorus-Percentage by mass)	-	300	-
8.0(Straightness)	-	300	-
19.1.1, 24.1.1, 28.1.1, 33.1.1(Dimensions- Outside Dia)	-	250	-
19.1.2, 24.1.2, 28.1.2, 33.1.2(Dimensions- Thickness)	-	250	-
11.1(Surface Protection)	-	500	-
11.2(Surface Protection)	-	500	-
13.1.3(Tensile Strength)	-	1000	-
13.1.1(Yield Stress)	-	1000	-
13.1.2(Elongation)	-	1000	-
13.2(Flattening Test)	-	1200	-
13.3(Bend Test (Strip))	-	1200	-
13.4(Bend Test (Whole Tube))	-	1200	-
13.5(Drift Expansion Test)	-	1500	-
13.6(Crush Test)	-	750	-
19.1.3(Height of Internal Fin)	-	350	-
Cl. 10 Annex B Cl. 17, Cl. 19(Mass)	-	350	-
Cl. 9(Length)	-	200	-
4.0 (a)(Carbon as C - IS:8811)	-	300	-
4.0 (b)(Manganese as Mn - IS:8811)	-	300	-
4.0 (c)(Micro Alloying elements (Nb+V+Ti))	-	900	-
4.0 (f)(Nitrogen content)	-	450	-
10(Area of Cross Section)	-	350	-
16(Marking)	-	300	-
10(Mass of Tube-SOP MT-23)	-	300	-
10(Thickness - SOP MT-23)	-	300	-
10(Outside diameter-SOP MT-23)	-	300	-
9(Length -SOP MT-23)	-	300	-
4.0 (b)(Manganese as Mn - IS:8811)	-	300	-
Cl. 19.1.3(Internal Fin Height)	-	300	-
Cl. 10 Annex B Cl. 17, Cl. 19(Area of cross section)	-	300	-
Cl. 10 Annex B Cl. 17, Cl. 19(Radius of gyration)	-	300	-
Cl. 10 Annex B Cl. 17, Cl. 19(Modulus of section)	-	300	-
Cl. 10 Annex B Cl. 17, Cl. 19(Moment of inertia)	-	300	-
19.1.3(Height of Internal Fin)	-	300	-
13.6(Crush Test)	-	750	-
13.5(Drift Expansion Test)	-	1500	-
13.4(Bend Test (Whole Tube))	-	1000	-
13.3(Bend Test (Strip))	-	1000	-
13.2(Flattening Test)	-	1200	-
13.1.2(Elongation)	-	1000	-
13.1.1(Yield Stress)	-	1000	-
13.1.3(Tensile Strength)	-	1000	-
11.2(Surface Protection)	-	500	-
11.1(Surface Protection)	-	500	-
19.1.2, 24.1.2, 28.1.2, 33.1.2(Dimensions- Thickness)	-	250	-
19.1.1, 24.1.1, 28.1.1, 33.1.1(Dimensions- Outside Dia)	-	300	-
8.0(Straightness)	-	300	-
4.1(Phosphorus-Percentage by mass)	-	300	-
4.1(Sulphur-Percentage by mass)	-	300	-
6.0(Workmanship)	-	300	-
13(Mechanical Testing)	-	0	For BIS samples: 1.5 times of BIS testing charges (10% discount to BIS)

10 Mar, 2027

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-

133

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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-

134

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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-

135

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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-

136

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
-

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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-

137

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
-

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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-

138

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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-

139

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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-

140

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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-

141

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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-

142

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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-

143

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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-

144

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
-

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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-

145

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
-

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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146

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
-

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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-

147

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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148

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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149

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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150

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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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

Scope List