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Scope List

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35 Results

S.No.

Indian Standard No.

Product

Exclusion

Testing Charges (Excl. Of Taxes)

Facility Type

Effective Date

Validity Date

Remark

IS 206 (2010)

Tee and strap hinges - Specification (Fifth Revision)

3000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5(DIMENSIONS AND TOLERANCES)	-	3000	-
6(WORKMANSHIP)	-	3000	-
7(FINISH)	-	3000	-
10(MARKING)	-	3000	-

Complete

IS 4984 (2016)

Polyethylene pipes for water supply - Specification (Fifth Revision)

19500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.10(Slow Crack Growth Rate)	-	10000	-
8.9 table-6(Elongation at Break)	-	10000	-
8.8(Tensile Strength for Butt-fusion)	-	10000	-
8.7(Density)	-	10000	-
8.5 (Oxidation Induction Time)	-	10000	-
8.4( Melt Flow Rate)	-	10000	-
8.2(Longitudinal Reversion Test)	-	10000	-
8.1.2 table -5(Internal Pressure Creep Rupture Test of Pipe Joints)	-	10000	-
8,/8.1/8.1.1 table-5(PERFORMANCE REQUIREMENTS / Hydraulic Characteristics/ Internal Pressure Creep Rupture Test of Pipe)	-	10000	-
7.4.1.2(Ovality)	-	10000	-
7.4 table -3 & 4(6.1 Dimensions)	-	10000	-
7.2(Length)	-	10000	-
6.2.1(6.1.1 Identification Stripes)	-	10000	-
6.2(Colour)	-	10000	-
6.1.4(PIPE DESCRIPTION)	-	10000	-
6.1.3 (PIPE DESCRIPTION)	-	10000	-
6, 6.1.2(PIPE DESCRIPTION)	-	10000	-
6, 6.1.1(PIPE DESCRIPTION)	-	10000	-
6, 6.1(PIPE DESCRIPTION)	-	10000	-
8.6(Overall migration)	-	10000	-
8.3(Carbon black)	-	10000	-
5.4(Anti oxydent)	-	10000	-
5.3(e)(Carbon Black Master Batch)	-	10000	-
5.3(d)(Carbon Black Master Batch)	-	10000	-
5.3(c)(Carbon Black Master Batch)	-	10000	-
5.3(b)(Carbon Black Master Batch)	-	10000	-
5.3 (a)(Carbon Black Master Batch)	-	10000	-
5.2(Polyethylene Resin)	-	10000	-
5, 5.1 table-1(MATERIALS)	-	10000	-
5.2(Density)	-	10000	-
5.2(MFI @ 1900C/5.0 Kg)	-	10000	-
5.2(Volatile matter Content)	-	10000	-
5.3(Toluene Extract)	-	10000	-
Clause 7.1(Visual Apperance)	-	10000	-
Clause 7.3(Coiling)	-	10000	-
Clause 8.3(Carbon Black content)	-	10000	-
Clause 8.3(Carbon Black Dispersion)	-	10000	-
Clause 8.6(Overall migration (stimulate))	-	10000	-
Clause 8.6(Overall migration (surface of material))	-	10000	-
7.1(Visual Appearance)	-	10000	-
7.3(Coiling)	-	10000	-
Table-2 (iii, iv)(Thermal Stability (Oxidation Induction Time), Volatile Matter)	-	10000	-
Cl. 8.3(Carbon Black Content)	-	10000	-
Cl. 8.3(Carbon Black Dispersion)	-	10000	-
5.2,T2(Melt Flow rate(Temperature - 190oC,Mass 5kg)-IS 2530-1963)	-	10000	-
8.7(Density-IS 7328:2020)	-	10000	-
8.7(Corrected Density- IS 7328:2020)	-	10000	-
8.9,T6("Tensile - IS 4984-2016 (Annexure-H)")	-	10000	-
8.9,T6("Elongation -IS 4984-2016 (Annexure-H)")	-	10000	-
Cl 8.3(Carbon Black Content)	-	10000	-
Cl 8.3(Carbon Black Dispersion)	-	10000	-

Complete

IS 1237 (2012)

Cement Concrete Flooring Tiles - Specification

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	10000	-
Cl 12.2(Concavity & Convexity )	-	10000	-
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.)	-	10000	-
Cl 12.4(Shall not exceed 1 percent of the length of the edge.)	-	10000	-
Cl 12.5(Water absorption)	-	10000	-
Cl 12.6(Wet transverse strength )	-	10000	-
Cl 12.7(Resistance to wear)	-	10000	-
Cl 11(Suface Finish)	-	10000	-
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	10000	-
Cl 12.2(Concavity & Convexity )	-	10000	-
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.)	-	10000	-
Cl 12.4(Shall not exceed 1 percent of the length of the edge.)	-	10000	-
Cl 12.5(Water absorption)	-	10000	-
Cl 12.6(Wet transverse strength )	-	10000	-
Cl 12.7(Resistance to wear)	-	10000	-
Cl 11(Suface Finish)	-	10000	-
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	10000	-
Cl 12.2(Concavity & Convexity )	-	10000	-
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.)	-	10000	-
Cl 12.4(Shall not exceed 1 percent of the length of the edge.)	-	10000	-
Cl 12.5(Water absorption)	-	10000	-
Cl 12.6(Wet transverse strength )	-	10000	-
Cl 12.7(Resistance to wear)	-	10000	-
Cl 11(Suface Finish)	-	10000	-
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	10000	-
Cl 12.2(Concavity & Convexity )	-	10000	-
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.)	-	10000	-
Cl 12.4(Shall not exceed 1 percent of the length of the edge.)	-	10000	-
Cl 12.5(Water absorption)	-	10000	-
Cl 12.6(Wet transverse strength )	-	10000	-
Cl 12.7(Resistance to wear)	-	10000	-
Cl 11(Suface Finish)	-	10000	-
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	10000	-
Cl 12.2(Concavity & Convexity )	-	10000	-
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.)	-	10000	-
Cl 12.4(Shall not exceed 1 percent of the length of the edge.)	-	10000	-
Cl 12.5(Water absorption)	-	10000	-
Cl 12.6(Wet transverse strength )	-	10000	-
Cl 12.7(Resistance to wear)	-	10000	-
Cl 11(Suface Finish)	-	10000	-
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	10000	-
Cl 12.2(Concavity & Convexity )	-	10000	-
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.)	-	10000	-
Cl 12.4(Shall not exceed 1 percent of the length of the edge.)	-	10000	-
Cl 12.5(Water absorption)	-	10000	-
Cl 12.6(Wet transverse strength )	-	10000	-
Cl 12.7(Resistance to wear)	-	10000	-
Cl 11(Suface Finish)	-	10000	-
Cl 11(Suface Finish)	-	10000	-
Cl 12.7(Resistance to wear)	-	10000	-
Cl 12.6(Wet transverse strength )	-	10000	-
Cl 12.5(Water absorption)	-	10000	-
Cl 12.4(Shall not exceed 1 percent of the length of the edge.)	-	10000	-
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.)	-	10000	-
Cl 12.2(Concavity & Convexity )	-	10000	-
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	10000	-

Complete

IS 456 (2000)

Plain and reinforced concrete - Code of practice (Fourth Revision)

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.4-Table-1 (v)-IS: 3025(P-17)(Suspended matter)	-	10000	-
5.4-Table-1 (iv)-IS: 3025(P-32)(Chloride)	-	10000	-
5.4-Table-1 (iii)-IS: 3025(P-32)(Chloride)	-	10000	-
5.4-Table-1 (ii)-IS: 3025(P-24)(Sulphate)	-	10000	-
5.4-Table-1 (i)-IS: 3025(P-18)(In-Organic)	-	10000	-
5.4-Table-1 (i)-IS: 3025(P-18)(Organic )	-	10000	-
5.4.2-IS: 3025(P-11)(Ph)	-	10000	-
5.4-(b)-IS: 3025 (P-23)(Volume of 0.02 N H2SO4 to neutralized 100 ml of water using mixed indicator)	-	10000	-
5.4-(a)-IS: 3025 (P-22)(Volume of 0.02 N NaOH to neutralized 100 ml of water using phenolphthalein indicator)	-	10000	-
Cl 5.4 Table 1 (v)(Suspended Matter)	-	10000	-
Cl 5.4 Table 1 (iv)(Chloride)	-	10000	-
Cl 5.4 Table 1 (iii)(Sulphate)	-	10000	-
Cl 5.4 Table 1 (ii)(Inorganic Solids)	-	10000	-
Cl 5.4 Table 1 (i)(Organic Solids)	-	10000	-
Cl 5.4 .2(pH)	-	10000	-
Cl 5.4 (b)(Alkalinity)	-	10000	-
Cl 5.4 (a)(Acidity)	-	10000	-
16.1(Average Compressive Strength)	-	10000	-
16.1(Compressive Strength of Individual Samples )	-	10000	-
16.1(Compressive Strength of Individual Samples )	-	10000	-
16.1(Compressive Strength of Individual Samples )	-	10000	-
Clause 5.4(Description)	-	10000	-
5.1(Cement)	-	10000	-
5.2(Mineral Admixtures)	-	10000	-
5.3(Aggregates)	-	10000	-
5.6(Reinforcement)	-	10000	-
5.7(Storage of Materials)	-	10000	-
7(Workability of Concrete)	-	10000	-
8(Durability of concrete)	-	10000	-
9(Concrete mix proportioning)	-	10000	-
16.2(Flexural Strength)	-	10000	-
17.4(Core test)	-	10000	-

Complete

IS 9537 : Part 3 (1983)

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

4000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1(Marking)	-	4000	-
6.2(Durability of Marking as per 6.4 of IS: 9537 (Part 1)-1980)	-	4000	-
6.3(Standard Mark on Conduit)	-	4000	-
7.1.1(Maximum and minimum outside diameter of socket)	-	4000	-
7.1.1 Table-2(Length of Socket end)	-	4000	-
7.1.2(Maximum and minimum outside diameter of conduit)	-	4000	-
7.2(Minimum inside diameter of conduit)	-	4000	-
7.3(Length of conduit)	-	4000	-
7.4(Unifomity of The wall Thickness)	-	4000	-
8.1(Construction as per clause 8 of IS: 9537 (Part 1)-1980)	-	4000	-
9.2(Bending Test i) At Room Temp ii) At Low Temp (-5 ±2°C))	-	4000	-
9.3(Compression Test as per caluse 9.3 of IS: 9537 (Part 1)-1980)	-	4000	-
9.4(Impact Test as per clause 9.4 of IS: 9537 (Part 1)-1980)	-	4000	-
9.5(Collapse Test as per clause 9.5 of IS: 9537 (Part 1)-1980)	-	4000	-
10(Resistance to Heat -Ball presure test)	-	4000	-
11(Resistance to burning as per clause 11 of IS: 9537 (Part 1)-1980)	-	4000	-
12(Electrical Characteristics-Test for electric strength as per clause 12.1.1 of IS: 9537 (Part 1)-1980)	-	4000	-
12(Electrical Characteristics-Insulation resistance test as per clause 12.1.2 of IS: 9537 (Part 1)-1980)	-	4000	-
13(Tests for external influence as per clause 13 of IS: 9537 (Part 1)-1980)	-	4000	-
13(Tests for external influence as per clause 13 of IS: 9537 (Part 1)-1980)	-	4000	-
12(3 Characteristics-Insulation resistance test as per clause 12.1.2 of IS: 9537 (Part 1)-1980)	-	4000	-
12(3 Characteristics-Test for electric strength as per clause 12.1.1 of IS: 9537 (Part 1)-1980)	-	4000	-
11.0(Resistance to burning as per clause 11 of IS: 9537 (Part 1)-1980)	-	4000	-
10.0(Resistance to Heat -Ball presure test)	-	4000	-
9.5 Fig.5(Collapse Test as per clause 9.5 of IS: 9537 (Part 1)-1980)	-	4000	-
9.4(Impact Test as per clause 9.4 of IS: 9537 (Part 1)-1980)	-	4000	-
9.3(Compression Test (after removal of force) as per caluse 9.3.3 of IS: 9537 (Part 1)-1980)	-	4000	-
9.3(Compression Test at Full force applied (On load))	-	4000	-
9.2(Bending Test At Low Temp (-5 ±2°C))	-	4000	-
9.2(Bending Test At Room Temp)	-	4000	-
8.1(Construction as per clause 8 of IS: 9537 (Part 1)-1980)	-	4000	-
7.4(Unifomity of The wall Thickness)	-	4000	-
7.3(Length of conduit)	-	4000	-
7.2 Fig.3(Minimum inside diameter of conduit)	-	4000	-
7.1.2 Fig.2(Minimum outside diameter of conduit)	-	4000	-
7.1.2 Fig.1(Maximum outside diameter of conduit)	-	4000	-
7.1.1 Table-2(Length of Socket end)	-	4000	-
7.1.1 Fig.8(Maximum inside diameter of socket)	-	4000	-
7.1.1 Fig.7(Maximum outside diameter of socket)	-	4000	-
6.3(Standard Mark on Conduit)	-	4000	-
6.2(Durability of Marking as per 6.4 of IS: 9537 (Part 1)-1980)	-	4000	-
6.1 - d(Marking)	-	4000	-
6.1 - c(Marking)	-	4000	-
6.1 - b(Marking)	-	4000	-
6.1 - a(Marking)	-	4000	-

Complete

IS 12823 (2015)

Prelaminated Particle Boards from Wood and other Lignocellulosic Material - Specification ( First Revision )

12000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 8(Dimensions & Tolerances)	-	12000	-
Cl 10.2(Test For Density)	-	12000	-
Cl 10.5(For Swelling in water Test )	-	12000	-
Cl 10.3(Test For Moisture Content)	-	12000	-
Cl 10.6(Tesr For Modulus Of Elasticity & Mudulus Of Rupture)	-	12000	-
Cl 10.4(For Water AbsorptionTest )	-	12000	-
Cl 10.7(For Determination of Tensile Strength Perpendicular to Surface)	-	12000	-
Cl 10.8(For Determination of Tensile Strength Perpendicular to Surface After Ageing Test)	-	12000	-
Cl 10.9(Test For Screw Withdrawal Strength)	-	12000	-
Cl 10.10 & Annex C( Test For Abrasion Resistance)	-	12000	-
Cl 10.11 & Annex D( Test For Resistance to Steam)	-	12000	-
Cl 10.13 & Annex F( Test For Resistance to Cigarette Burn)	-	12000	-
Cl 10.14 & Annex G( Test For Resistance to Stain)	-	12000	-
Cl 10.12 & Annex E( Test For Crack Resistance)	-	12000	-
Cl 6(Manufacture)	-	12000	-
Cl 7(Finish)	-	12000	-
Cl 10.15(Test for Formaldehyde Content/Emission)	-	12000	-
Cl 4(Grades & Types)	-	12000	-
Cl 4(Grades & Types)	-	12000	-
Cl 6(Manufacture)	-	12000	-
Cl 7(Finish)	-	12000	-
Cl 8(Dimensions & Tolerances)	-	12000	-
Cl 10.2(Test For Density)	-	12000	-
Cl 10.3(Test For Moisture Content)	-	12000	-
Cl 10.4(For Water AbsorptionTest )	-	12000	-
Cl 10.5(For Swelling in water Test )	-	12000	-
Cl 10.6(Tesr For Modulus Of Elasticity & Mudulus Of Rupture)	-	12000	-
Cl 10.7(For Determination of Tensile Strength Perpendicular to Surface)	-	12000	-
Cl 10.8(For Determination of Tensile Strength Perpendicular to Surface After Ageing Test)	-	12000	-
Cl 10.9(Test For Screw Withdrawal Strength)	-	12000	-
Cl 10.10 & Annex C( Test For Abrasion Resistance)	-	12000	-
Cl 10.11 & Annex D( Test For Resistance to Steam)	-	12000	-
Cl 10.12 & Annex E( Test For Crack Resistance)	-	12000	-
Cl 10.11 & Annex D( Test For Resistance to Steam)	-	12000	-
Cl 10.10 & Annex C( Test For Abrasion Resistance)	-	12000	-
Cl 10.14 & Annex G( Test For Resistance to Stain)	-	12000	-
Cl 10.14 & Annex G( Test For Resistance to Stain)	-	12000	-
Cl 10.13 & Annex F( Test For Resistance to Cigarette Burn)	-	12000	-
Cl 10.12 & Annex E( Test For Crack Resistance)	-	12000	-
Cl 10.9(Test For Screw Withdrawal Strength)	-	12000	-
Cl 10.8(For Determination of Tensile Strength Perpendicular to Surface After Ageing Test)	-	12000	-
Cl 10.7(For Determination of Tensile Strength Perpendicular to Surface)	-	12000	-
Cl 10.6(Tesr For Modulus Of Elasticity & Mudulus Of Rupture)	-	12000	-
Cl 10.5(For Swelling in water Test )	-	12000	-
Cl 10.4(For Water AbsorptionTest )	-	12000	-
Cl 10.3(Test For Moisture Content)	-	12000	-
Cl 10.2(Test For Density)	-	12000	-
Cl 8(Dimensions & Tolerances)	-	12000	-
Cl 7(Finish)	-	12000	-
Cl 6(Manufacture)	-	12000	-
Cl 4(Grades & Types)	-	12000	-
Cl 10.13 & Annex F( Test For Resistance to Cigarette Burn)	-	12000	-

Complete

IS 3087 (2005)

Practicle boards of wood and other lingnocellulosic materials (medium density) for general purposes -Specification

12000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.3(Dimensional Tolerances)	-	12000	-
9.2, 11.4(Moisture content)	-	12000	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Three Layer grade 2))	-	12000	-
11.10(screw withdrawal strength)	-	12000	-

Complete

IS 1659 (2004)

Block boards - Specification (Fourth Revision)

6000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.3(Dimensional Requirements - Length - 8.1.4)	-	6000	-
7.3(Dimensional Requirements - Width - 8.1.4)	-	6000	-
7.3(Dimensional Requirements - Thickness - Annexure E)	-	6000	-
7.3(Dimensional Requirements - Variation in thickness - Annexure E)	-	6000	-
7.3(Dimensional Requirements - Squareness - Annexure D)	-	6000	-
7.3(Dimensional Requirements - Edge Straightness - Annexure D)	-	6000	-
9.2.2 (Resistance to water - Annexure G, Annexure H [For BWP grade])	-	6000	-
9.2.4(Mycological Test [for MR grade only] - Annexure J)	-	6000	-
9.2.6(Spot test - Annexure L)	-	6000	-

Complete

IS 1328 (1996)

Veneered Decorative Plywood -Specification

4500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8(Dimensions & Tolerances - Length - Cl. 8)	-	4500	-
8(Dimensions & Tolerances - Width - Cl. 8)	-	4500	-
8(Dimensions & Tolerances - Thickness - Cl. 8)	-	4500	-
8(Dimensions & Tolerances - Edge Straightness - Annexure C)	-	4500	-
8(Dimensions & Tolerances - Squareness - Annexure C)	-	4500	-
11(Tests - Moisture Content - Part 1 of IS 1734)	-	4500	-
11(Tests - Water Resistance Test - Cl. 11.1.2.1 [for MR Grade])	-	4500	-

Complete

IS 14333 (2022)

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

14500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.3(Carbon black particle size - Any Method)	-	8000	-
7.1(Visual Appearance- IS 14333-2022)	-	8000	-
7.4,T3 of IS 4984(Outside Diameter-IS 4984-2016)	-	8000	-
7.4,T3 of IS 4984(Ovality-IS 4984-2016)	-	8000	-
7.4,T4 of IS 4984(wall Thickness-IS 4984-2016)	-	8000	-
7.2(Length- IS 14333-2022)	-	8000	-
7.3(Coiling- IS 14333-2022)	-	8000	-
6.2(Colour- IS 14333-2022)	-	8000	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 27 oC , Induced Hoop Stress – 8.6MPa, Test Period - 100 hrs.-IS 4984-2016 (Annexure-E))	-	8000	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Induced Hoop Stress – 4.9MPa, Test Period - 48 hrs.-IS 4984-2016 (Annexure-E))	-	8000	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Induced Hoop Stress – 4.5MPa, Test Period - 165 hrs.-IS 4984-2016 (Annexure-E))	-	8000	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Induced Hoop Stress – 4.0MPa, Test Period - 1000 hrs.-IS 4984-2016 (Annexure-E))	-	8000	-
8.1.2, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Induced Hoop Stress – 4.9MPa, Test Period - 48 hrs.-IS 4984-2016 (Annexure-E))	-	8000	-
8.2("Longitudinal Reversion Test - IS 4984-2016 (Annexure-F)")	-	8000	-
8.3(Carbon black content- IS 2530-1963)	-	8000	-
8.3(Carbon black content Dispersion- IS 2530-1963)	-	8000	-
8.4(Melt Flow rate(Temperature - 190oC,Mass 5kg)-IS 2530-1963)	-	8000	-
8.5(Oxidation Induction Time -IS 4984:2016(Annexure-B))	-	8000	-
8.6(Density-IS 7328:2020)	-	8000	-
8.7("Tensile Strength for Butt Fusion - IS 4984-2016 (Annexure-G)")	-	8000	-
8.8,T5("Tensile - IS 4984-2016 (Annexure-H)")	-	8000	-
8.8,T5("Elongation -IS 4984-2016 (Annexure-H)")	-	8000	-
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))	-	8000	-
5.2.1,T2("Base Density (At 27°C Temp.)-IS 7328:2020 ")	-	8000	-
5.2.1,T2(Melt Flow Rate (At 190°C /5kg)-IS 2530:1963)	-	8000	-
5.2.1,T2(Thermal Stability(Oxidation Induction Time)-IS 4984:2016(Annexure-B))	-	8000	-
5.2.1,T2("Volatile Matter- IS 4984:2016 (Annexure-C)")	-	8000	-
5.2.1,T2("Water Content-IS 4984:2016 (Annexure-D)")	-	8000	-
5.2.1.1, T2(Compound Density-IS 7328:2020)	-	8000	-
5.2.1.1, T2(Compound Toluene extract - Any Method)	-	8000	-
5.2.1.1, T2(Compound maximum volatile matter -IS 4984:2016 (Annexure-C))	-	8000	-
5.2.1.1, T2(Compound carbon black particle size- Any Method)	-	8000	-
5.2.1.1, T2(Compound ash content - Any Method)	-	8000	-
5.2.1.1, T2("Compound carbon black -IS 2530:1963 dispersion")	-	8000	-
5.3(Density of Higher olefin - IS 7328:2020)	-	8000	-
5.3(Olefin Constituents- 14333-2022)	-	8000	-
5.3(Loading of Carbon Black - IS 2530:1963)	-	8000	-
5.3(Ash content- Any Method)	-	8000	-
5.3(Toluene extract - Any Method)	-	8000	-
5.3("Maximum volatile matter -IS 4984:2016 (Annexure-C)")	-	8000	-
5.4(Antioxidant - Any Method)	-	8000	-
6(Pipe Description - IS 14333-2022)	-	8000	-

Complete

IS 15833 (2009)

Stainless Steel Tower Bolts -specification

5000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 4.2(Carbon Content)	-	5000	-
Clause 4.2(Silicon)	-	5000	-
Clause 4.2(Manganese)	-	5000	-
Clause 4.2(nickel)	-	5000	-
Clause 4.2(Chromium)	-	5000	-
Clause 4.2(Sulphur)	-	5000	-
Clause 4.2(Phosphorus)	-	5000	-
Cl 6(DIMENSIONS)	-	5000	RAW MATERIAL TESTING CHARGES EXTRA AS PER RELEVANT IS FOR CHEM. COMPOSITION

Complete

IS 15328 (2003)

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

14750 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1,6.1.1 IS 12235 (Part 1) Table 1(Dimension of Pipes: Mean outside Diameter, dem)	-	14750	-
6.1,6.1.1 IS 12235 (Part 1) Table 1(Outside Diameter at any point, de)	-	14750	-
6.1.2 IS 4985 Table 2(Wall Thickness, e )	-	14750	-
6.1.3 (Length of Pipe)	-	14750	-
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)	-	14750	-
6.1.4, Table 3(ii) Min. depth of engagement, A. )	-	14750	-
6.1.4 Table 3(iii) Depth of sealing Zone C )	-	14750	-
6.1.4, Table 3(iv) Length of spigot, l1)	-	14750	-
6.1.4, Table 3(v) Chamfer length, H : Approx.)	-	14750	-
6.1.4.1 (wall thickness of sockets e2 min=0.9e )	-	14750	-
6.1.4.1 (e3min=0.75e)	-	14750	-
6.1.4, Table 4(b) Solvent Cement Joint sockets and spigot ends i) Mean inside dia. Of socket, dsm)	-	14750	-
6.1.4, Table 4(ii) Length of Solvent Cement socket, l2 )	-	14750	-
6.1.4, Table 4(iii) Length of spigot, l1, 100 mm Min.)	-	14750	-
6.1.4, Table 4(iv) Chamfer length, H, 7 mm Approx.)	-	14750	-
7(Physical characteristics )	-	14750	-
7.1(Appearance:- )	-	14750	-
7.2(Colour )	-	14750	-
7.3 IS 1223S ( Part 2)(Vicat Softening Temperature When determined according to IS 1223S ( Part 2), shall not be lessthan 79°C.)	-	14750	-
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.)	-	14750	-
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.)	-	14750	-
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)	-	14750	-
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) )	-	14750	-
8.3 IS 12235 ( Part 8/ Sec 1 ) Table 6(b) Type Test:(1000h at 60 0 C) )	-	14750	-
9 9.1, IS 5382(JOINTS:- a) Elastomeric Sealing Rings)	-	14750	-
9.2 IS 14182(b) Solvent cement)	-	14750	-
10.1.1 Annex D(Internal hydrostatic pressure test for elastomeric sealing ring joints)	-	14750	-
10.1.2 Annex E(Internal negative hydrostatic pressure test (internal vacuum) for elastomeric sealing ring joints)	-	14750	-
10.2.1(Internal hydrostatic pressure test for solvent cemented Joints)	-	14750	-
10.2.2(Internal negative hydrostatic pressure test (internal vacuum)for solvent cemented joints)	-	14750	-
'7.5 (amdt.7)(Effect on Water (Type test))	-	14750	-
5.3(Qualitative)	-	14750	-
7.1(Appearance:- )	-	14750	-
8(MECHANICAL CHARACTERISTICS)	-	0	-
10(Performance requirements)	-	0	-
12(Marking)	-	0	-
5,5.2(Composition of the material The material shall contain a minimum of 0.3 percent of rutile grade titanium dioxide.)	-	0	-

Complete

IS 14587 (1998)

Prelaminated Medium Density Fibre Board -specification

16500 View breakup
-

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

Complete

IS 13801 (2013)

Chequered Cement Concrete Tiles -

12000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
(Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.)	-	1200	-
8.3(Thickness of wearing layer)	-	1000	-
Cl 11(Finish)	-	1000	-
Cl 12.1(Concavity & Convexity )	-	1000	-
Cl 12.2(Longest gap between the arms of the square and the edge of the title shall not exceed 2 percent of the length.)	-	1000	-
Cl 12.4(Water absorption)	-	1000	-
Cl 12.5(Wet transverse strength)	-	1000	-
Cl 12.6(Resistance to wear)	-	1000	-

Complete

IS 13592 (2013)

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

13000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.7.1(Mean outside diameter, outside diameter at any point for Type A and Type B pipes manufactured plain or with socket shall be as given in Table 1. Dimensions shall be measured according to the method given in IS 12235 (Part 1).)	-	13000	-
Cl.7.1( outside diameter at any point for Type A and Type B pipes manufactured plain or with socket shall be as given in Table 1. Dimensions shall be measured according to the method given in IS 12235 (Part 1).)	-	13000	-
Cl.7.1( wall thickness at any point for Type A and Type B pipes manufactured plain or with socket shall be as given in Table 1. Dimensions shall be measured according to the method given in IS 12235 (Part 1).)	-	13000	-
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.)	-	13000	-
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.)	-	13000	-
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.)	-	13000	-
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.)	-	13000	-
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.)	-	13000	-
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.)	-	13000	-
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.)	-	13000	-
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)	-	13000	-
Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid)	-	13000	-
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.)	-	13000	-
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.)	-	13000	-
Cl.10.3(The axial shrinkage shall not exceed 2 percent when determined in accordance with Annex B.)	-	13000	-
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.)	-	13000	-
Cl. 12, IS 12235 Part 11(Resistance to Di-Chloro-Methane )	-	13000	-
8.6(Effect on Water Test)	-	13000	-
Cl.5(Surface colour of the pipes shall be dark shade of grey)	-	13000	-
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)	-	13000	-
14(Marking)	-	13000	-

Complete

IS 12701 (1996)

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

13000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.2.3(Carbon Black Content )	-	13000	-
4.2.3(Carbon Dispersion Test)	-	13000	-
5(Types and Features )	-	13000	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	13000	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	13000	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	13000	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	13000	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	13000	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	13000	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	13000	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	13000	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	13000	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	13000	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	13000	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	13000	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	13000	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	13000	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	13000	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	13000	-
5.3(Types and Features )	-	13000	-
5.6(Types and Features )	-	13000	-
6.1(Finish)	-	13000	-
7.1.1(Resistance to Deformation)	-	13000	-
7.1.2(Resistance to Deformation)	-	13000	-
7.2(Resistance to Impact)	-	13000	-
7.3(Test for Top Load Resistance)	-	13000	-
7.4(Tensile Strength)	-	13000	-
7.5(Flexural Modulus)	-	13000	-
7.6(overall Migration)	-	13000	-
9.2.1(Man-Hole and Hand-Hole Lids)	-	13000	-
9.2(Man-Hole and Hand-Hole Lids)	-	13000	-
9.1(Lid Thickness)	-	13000	-
7.3(Test for Top Load Resistance)	-	13000	-
6.1(Finish)	-	13000	-
5.4(Wall Thickness above effective height)	-	13000	-
5.2 Table 2 (7)(Minimum Wall Thickness)	-	13000	-
5.1 Table 1 (7)(Minimum Weight of Tank (Without Lid))	-	13000	-
4.2.1(Density)	-	13000	-
4.2.2(MFI)	-	13000	-
7.6(overall Migration)	-	13000	-
4.1(MATERIALS)	-	13000	-
4.2.2(MFR)	-	13000	-
4.2.1(Density)	-	13000	-
5.4(Wall Thickness)	-	13000	-
10(MARKING)	-	13000	-
Cl-7.6(Overall Migration)	-	13000	-
9.1(Man-Hole and Hand-Hole Lids)	-	13000	-

Complete

IS 12592 (2002)

Precast concrete manhole cover and frame - Specification (First Revision)

7800 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3(Grade)	-	7800	-
3(Type/Shape of Cover)	-	7800	-
4.4(Reinforcement)	-	7800	-
5.2 and Table 1(Dimensions of Frame - A)	-	7800	-
5.2 and Table 1(Dimensions of Frame - B)	-	7800	-
5.2 and Table 1(Dimensions of Frame - C)	-	7800	-
5.2 and Table 1(Dimensions of Frame - D)	-	7800	-
5.2 and Table 1(Dimensions of Frame - E)	-	7800	-
5.2 and Table 1(Dimensions of Frame - F)	-	7800	-
5.2(Clearance at top between the frame and the cover all round the periphery)	-	7800	-
5.2 and Fig 1(Clear cover to reinforcement)	-	7800	-
9.3 and Table and Annex C(Load Test)	-	7800	-

Complete

IS 12406 (2021)

Medium density fibre boards for general purpose - Specification

12750 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clauses 5.2, 9 and 10.2.2(Density)	-	12750	-
5 Table 1(DIMENSIONS)	-	12750	-
Clauses 5.2, 9 and 10.2.2(Variation from mean density)	-	12750	-
Clauses 5.2, 9 and 10.2.2(Moisture Content)	-	12750	-
Clauses 5.2, 9 and 10.2.2(Variation from mean moisture content)	-	12750	-
Clauses 5.2, 9 and 10.2.2(Linear expansion (Thickness Swelling in Water) Due to general Absorption after 24h soaking)	-	12750	-
Clauses 5.2, 9 and 10.2.2(Internal Bond Strength)	-	12750	-
Clauses 5.2, 9 and 10.2.2(Internal Bond strength (i) (After Cyclic test) (ii) (After accelerated water resistance test))	-	12750	-
Clauses 5.2, 9 and 10.2.2(Modulus of Rupture a) Avg. Value b) Min. Individual)	-	12750	-
Clauses 5.2, 9 and 10.2.2(Modulus of Elasticity a) Avg. Value b) Min. Individual)	-	12750	-
Clauses 5.2, 9 and 10.2.2(Screw withdrawl strength (i) Face (ii) Edge (For thickness >12mm))	-	12750	-
Clauses 5.2, 9 and 10.2.2(Formaldehyde Content (i) For Formaldehyde Class, E1 (ii) For Formaldehyde Class, E2)	-	12750	-
Clauses 5.2, 9 and 10.2.2(Density)	-	12750	-
Clauses 5.2, 9 and 10.2.2(Steady State Formaldehyde emission (Fc (i) For Formaldehyde Class, E1 (ii) For Formaldehyde Class, E2)	-	12750	-
3.1(" The constructional details of different tools covered in this part shall be as given in Fig. 8.1.1 to 8.1.10, Fig. 8.2.1 to 8.2.8 and Fig. 8.3.1 to 8.3.7.")	-	12750	-
2.1("The constructional details of different components covered in this part shall be as given in Fig. 4.1 to 4.35.")	-	12750	-

Complete

IS 7887 (1992)

Mild steel wire rod for general engineering purposes - Specification (First Revision)

6000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 8(Freedom from defects)	-	6000	-
Cl 9(Nominal Diameter & Out Of Shape)	-	6000	-
6.1(Carbon %)	-	6000	-
6.1(Manganese %)	-	6000	-
6.1(Phosphorus %)	-	6000	-
6.1(Sulphur %)	-	6000	-
6.1(Silicon %)	-	6000	-
6.1( Aluminium %)	-	6000	-
Table 1 Note 3(Copper)	-	6000	-

Complete

IS 5509 (2000)

Fire retardant plywood - Specification (Second Revision)

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9(Workmanship and finish)	-	10000	-
12.2(Moisture content )	-	10000	-
12.3.1(Flammability )	-	10000	-
12.3.2(Flame Penetration )	-	10000	-
12.2.3(Rate of burning )	-	10000	-
12(Test Requirements )	-	10000	-
12.4(Static Bending Strength as per BWR grade of IS 303 :)	-	10000	-

Complete

IS 4990 (2011)

Plywood for concrete shuttering works - Specification (Third Revision)

12500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.2(DIMENSIONS & TOLERANCES )	-	12500	-
8.1(WORKMANSHIP AND FINISH )	-	12500	-
10.1.1(MOISTURE CONTENT)	-	12500	-
10.1.2, 10.1.2.2(GLUE ADHESION IN DRY STATE)	-	12500	-
10.1.3, 10.1.3.1.2(RESISTANCE TO WATER TEST)	-	12500	-
10.1.5(MYCOLOGICAL TEST )	-	12500	-
10.1.6(TENSILE STRENGTH)	-	12500	-
10.1.7 (Table-2)(STATIC BENDING STRENGTH)	-	12500	-
10.1.8 (Table-3)(WET BENDING STRENGTH)	-	12500	-
10.1.9(RETENTION OF PRESERVATIVE)	-	12500	-

Complete

IS 4985 (2021)

UNPLASTICIZED PVC PIPES FOR POTABLE WATER SUPPLIES SPECIFICATION Fourth Revision

8000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
10.1(Colour)	-	8000	-
10.1(Surface Finish)	-	8000	-
7.2.1.1 Table3(Angle of taper (Note-1))	-	8000	-
10.7(Sulphated Ash Content)	-	8000	-
7(DIMENSIONS-PIPE-Nominal Diameter)	-	8000	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Minimum))	-	8000	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Mamimum))	-	8000	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. Variation)	-	8000	-
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Minimum))	-	8000	-
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Maximum))	-	8000	-
7.1.2.1(DIMENSIONS-PIPE-Thickness(Minimum))	-	8000	-
7.1.2.1(DIMENSIONS-PIPE-Thickness(Maximum))	-	8000	-
7.1.2.1(DIMENSIONS-PIPE-Average Thickness)	-	8000	-
7.2.1(DIMENSIONS-Socket)	-	8000	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Minimum Length)	-	8000	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Minimum))	-	8000	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Maximum))	-	8000	-
7.2.1.2(a)-Table 5(DIMENSIONS-Sockets for elastomeric sealing ring joints-Minimum depth of engagement)	-	8000	-
7.2.1.2-Table 4(DIMENSIONS-Sockets for elastomeric sealing ring joints-Socket inner Diameter)	-	8000	-
8(SEALING RINGS)	-	8000	-
9.1(PIPE ENDS)	-	8000	-
10.2(PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity)	-	8000	-
10.4(PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test)	-	8000	-
10.5(PHYSICAL AND CHEMICAL CHARACTERISTICS- Vicat Softening Temperature)	-	8000	-
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test))	-	8000	-
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test))	-	8000	-
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)-for Integral Sealing Ring Sockets)	-	8000	-
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Integral Sealing Ring Sockets)	-	8000	-
11.1.1(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Plumbing pipes)	-	8000	-
11.2(Resistance to External Blows at 0°C)	-	8000	-
10.3(Effect on Water Test)	-	8000	-
6.1.2(PVC Resin)	-	8000	-
5(CLASSIFICATION OF PIPES)	-	8000	-
7.1.1.2(DIMENSIONS-PIPE-Ovality (Maximum))	-	8000	-
10.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance)	-	8000	-
10.1.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance)	-	8000	-
6.1.1(VCM Content)	-	8000	-
7.2.1(DIMENSIONS-Socket)	-	8000	-
10.6(PHYSICAL AND CHEMICAL CHARACTERISTICS- Density)	-	8000	-
7.1.3(mean outside diameter, outside diameter at any point, and wall thickness of plumbing pipes)	-	8000	-
7.1.4(Length)	-	8000	-
7.2.1.2b(Maximum inner diameter of groove)	-	8000	-
13(Marking)	-	8000	-

Complete

IS 4923 (2017)

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

5000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 10.2, Fig 1(Outside dimension (B))	-	5000	-
Cl. 10.2, Fig 1(Outside dimension (H))	-	5000	-
Cl. 10.2, Fig 1(Outside dimension (T))	-	5000	-
Cl. 10.6, Fig 4(External Corner Radius)	-	5000	-
Cl. 10.5, Fig 3(Squareness of side)	-	5000	-
Cl. 10.4, Fig 2(Concavity, X1)	-	5000	-
Cl. 10.4, Fig 2(Convexity, X2)	-	5000	-
Cl. 15.2, Table 3(Tensile Strength- IS 1608)	-	5000	-
Cl. 15.2, Table 3(Yield Strength- IS 1608)	-	5000	-
Cl. 15.2, Table 3(Elongation- IS 1608)	-	5000	-
Cl. 18, Note 2(Internal Fin Height (Only for Cold Formed))	-	5000	-

Complete

IS 7834 : Part 1 (1987)

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

4500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.4(Minimum Thickness)	-	4500	-
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Minimum Socket Length)	-	4500	-
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Mean Socket Internal Diameter at Mid-Point of Socket Length)	-	4500	-
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Out-of-roundness tolerances of socket inside diameter)	-	4500	-
Cl. 6.1(Stress Relief Test- Appendix A)	-	4500	-
Cl. 6.2(Opacity- Appendix B)	-	4500	-
Cl. 6.3(Effect on Water[(Lead ( first extraction )]- Appendix C)	-	4500	-
Cl. 6.3(Effect on Water[(Lead ( third extraction )]- Appendix C)	-	4500	-
Cl. 6.3(Effect on Water [Dialkyl tin C4, and higher homologues, measured as tin ( third extraction )]- Appendix C)	-	4500	-
Cl. 6.3(Effect on Water [Other toxic substances ( third extraction )]- Appendix C)	-	4500	-
Cl. 6.4(Short-Term Hydraulic Test- Appendix D)	-	4500	-
6.1.1(VCM Content Test)	-	4500	-
3(Size of Fitting -)	-	4500	-
5(Socket dimensions)	-	4500	-
6.1(Stress Relief Test)	-	4500	-
6.2(Opacity)	-	4500	-
6.3(Effect on Water)	-	4500	-
6.4(Short-Term Hydraulic Test)	-	4500	-
7.2(Production Routine Tests)	-	4500	-
4(Minimum thickness)	-	4500	-

Complete

IS 1341 (2018)

Steel Butt Hinges - Specification (Sixth Revision)

1700 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1 Tables 2 to 9 (2)(Size of Hinge)	-	1700	-
6.2.1(Knuckles)	-	1700	-
6.4(Screw Holes)	-	1700	-
6.4.2.1(Position of Holes)	-	1700	-
TABLE-1 (Clause-4)(SULPHUR)	-	1700	-
TABLE-1 (Clause-4)( CARBON)	-	1700	-
TABLE-1 (Clause-4)(PHOSPHURS)	-	1700	-
TABLE-1 (Clause-4)(MANGANESE)	-	1700	-
TABLE-1 (Clause-4)(SILICON)	-	1700	-

Complete

IS 1239 : Part 1 (2004)

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

6000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 8(Outer Diameter, Thickness & Mass)	-	6000	-
Cl 12(Workmanship)	-	6000	-
Cl. 11(Length)	-	6000	-
10.1(Thared Joints(IS:554))	-	6000	-
12(Uniformity of Zinc Coating - IS:4729)	-	6000	-
13.0(Leak proof test IS 1239: (p-1) Annex B)	-	6000	-
Clause - 6.1.1, Table-1(SULPHUR)	-	6000	-
7, 6.1.1(PHOSPHURS)	-	6000	-
7, 6.1.1(CARBON)	-	6000	-
7, 6.1.1(MANGANESE)	-	6000	-

Complete

IS 1161 (2014)

Steel tubes for structural purposes - Specification (Fifth Revision)

4500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 7(Workmanship)	-	4500	-
Cl 6(Outer Diameter, Thickness & Mass)	-	4500	-
9(Straightness)	-	4500	-
Cl 11.3.1(Flattening test (over 50 mm NB))	-	4500	-
8.0(Mass of Zinc coating - IS:6745)	-	4500	-
Clause - 5.1, Table-3( CARBON)	-	4500	-
Clause - 5.1, Table-3(SULPHUR)	-	4500	-
Clause - 5.1, Table-3(PHOSPHURS)	-	4500	-
Clause - 5.1, Table-3(MANGANESE)	-	4500	-
5 AND AS PER IS 10748(CARBON EQUIVALENT)	-	4500	-
5 AND AS PER IS 10748(MICRO ALLOY)	-	4500	-
Clause - 5.1, Table-3(NITROGEN)	-	4500	-

Complete

IS 710 (2010)

Marine plywood - Specification (Second Revision)

12500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.1(WORKMANSHIP AND FINISH )	-	12500	-
6.1(DIMENSIONS)	-	12500	-
9.1.1(MOISTURE CONTENT)	-	12500	-
9.1.2 , 9.1.2.1(Glue Adhesion in Dry State)	-	12500	-
9.1.3 , 9.1.3.1.1(Water resistance test)	-	12500	-
9.1.4(Tensile strength)	-	12500	-
9.1.5 , 9.1.3.1.1(Mycological test)	-	12500	-
9.1.6 (Table 3)(Static bending strength)	-	12500	-
9.1.2 , 9.1.2.2(Glue Adhesion in Dry State)	-	12500	-
9.1.7 (Table 4)(Wet bending strength)	-	12500	-
9.1.8(Retention of preservative)	-	12500	-

Complete

IS 362 (1991)

Parliament Hinges -specification

5000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3(Type)	-	5000	-
7.1(FINISH)	-	5000	-
6.3(MANUFACTURE-Pins)	-	5000	-
6.5(MANUFACTURE-Position of Holes)	-	5000	WITHOUT RAW MATERIAL TEST

Complete

IS 383 (2016)

Coarse and Fine Aggregate for Concrete - Specification (Third Revision)

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	2000	-
5.4.2(a)( Aggregates Impact Value)	-	2000	-
5.4.3(a)( Aggregate Abrasion Value)	-	2000	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate))	-	2000	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate))	-	2000	-
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	2000	-
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	2000	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate))	-	2000	-
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate))	-	2000	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate))	-	2000	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate ))	-	2000	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate ))	-	2000	-
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	2000	-
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	2000	-
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	2000	-
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	2000	-
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	2000	-
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve )	-	2000	-
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	2000	-
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	2000	-
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	2000	-
6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve)	-	1000	-
6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve)	-	1000	-
6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve)	-	1000	-
6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve)	-	1000	-
6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve)	-	1000	-
6.2-Table 7(vi)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 12.5 mm sieve)	-	1000	-
6.2-Table 7(vii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 10 mm sieve)	-	1000	-
6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve)	-	1000	-
6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve)	-	1000	-
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve )	-	1000	-
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve )	-	1000	-
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve )	-	1000	-
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve )	-	1000	-
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve )	-	1000	-
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve )	-	1000	-
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve )	-	1000	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate))	-	1000	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate))	-	1000	-
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	1000	-
5.2- TABLE-2- (Note-3) IS-2386 (P-2)(Mica content (fine aggregate))	-	1000	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate))	-	1000	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate))	-	1000	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate))	-	1000	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate ))	-	1000	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate ))	-	1000	-

Complete

Bureau of Indian Standards

The National Standards Body of India

WELL TECH TEST AND RESEARCH CENTER

INDUSTRIAL BLOCK -B , VILLAGE SAIDPURA, DERABASSI, MOHALI, S.A.S Nagar, Punjab, 140507

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