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AADCO TESTING & RESEARCH LABORATORY PVT LTD

F 28 BULANDSHAHAR ROAD INDUSTRIAL AREA, GHAZIABAD, Ghaziabad, Uttar Pradesh, 201009

9555443495 aadcolab@gmail.com

Scope List

Reset

26 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Exclusion

Testing Charges (Excl. Of Taxes)

Facility Type

Effective Date

Validity Date

Remark

IS 1542 (1992)

Sand for plaster - Secification (Second Revision)

8000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1(General)	-	1000	-
4.2(Deterious Materials)	-	3000	-
4.3(Limits of Deleterious Materials)	-	1000	-
5(Grading of Sand)	-	2000	-
7(ADDITIONAL INFORMATION TO BE FURNISHED BY THE SUPPLIER)	-	1000	-

Complete

26 Jul, 2027

-
Included w.e.f.03.04.2025

IS 18573 (2024)

Cold formed welded carbon steel square and rectangular hollow sections for mechanical, general engineering and decorative purposes ï¿½ Specification

ALL

12500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
15(Tensile Test)	-	1500	-
13(Surface Protection)	-	2500	-
12(Dimensions and Tolerances)	-	500	-
11(Measurement of Shape and Size)	-	500	-
10(Dimensions and Properties)	-	500	-
6(Workmanship)	-	500	-
Clause.18.0(Marking)	-	200	-
Clause.15.0(Elognation Percent)	-	500	-
Clause.15.0(Yield strength)	-	500	-
Clause.15.0(Tensile test)	-	1500	-
Clause.14.0(Testing)	-	12500	-
Clause.13.0(Surface Protection)	-	2500	-
Clause.12.0(Dimension Tolerances)	-	500	-
Clause.12.0(Dimension Tolerances)	-	500	-
Clause.11.0(Straightness and twist)	-	500	-
Clause.11.0(External Corner Radiius)	-	500	-
Clause.11.0(Squareness of Sides)	-	500	-
Clause.11.0(Concavity and Convexity)	-	1500	-
Clause.11.0(Thickness)	-	500	-
Clause.11.0(Thickness)	-	500	-
Clause.11.0(Outside Dimension)	-	500	-
Clause.10.0(Dimensions and properties)	-	500	-
Clause.10.0(Dimensions and properties)	-	500	-
Clause.9.0(Length)	-	500	-
Clause.8.0(Basis of Calculation)	-	500	-
Clause.7.0(Straightness)	-	500	-
Clause.6.0(Workmanship)	-	500	-
Clause.5.0(Supply of Material)	-	1500	-
Clause.5.0(Supply of Material)	-	1500	-
Clause.4.0(Manganese)	-	500	-
Clause.4.0(Silicon)	-	500	-
Clause.4.0(Phosphorus)	-	500	-
Clause.4.0(Sulphur)	-	500	-
Clause.4.0(Sulphur)	-	500	-
Clause.4.0(Carbon)	-	500	-
Clause. 3.0(Types)	-	1500	-
Clause.11.0(General)	-	1000	-

Complete

26 Jul, 2027

-
Included w.e.f 01.04.2025

IS 12818 (2010)

Unplasticized polyvinyl chloride (Pvc - U) screen and casing pipes for bore/tubewells - Specification (Second Revision)

All grade /Type/Size/Designation

13000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.5(Tensile Strength IS 12235(Part 13))	-	1500	-
9.6(Vicat Softening Temperature IS 12235 (Part 2).)	-	1000	-
9.4 and Table 14(Resistance to External Blows at 0 ?C IS 12235 (Part 9))	-	500	-
9.3(Density IS 12235 (Part 14))	-	500	-
9.2(Internal Diameter)	-	200	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	200	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	200	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	200	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	200	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	200	-
8.4(Sealing rings - Hardness)	-	300	-
8.1 to 8.3 and Table 11 &12 Fig 3A & 4A(THREADING OF SCREEN ANDCASING PIPES. IS 554.)	-	200	-
8.1 to 8.3 and Table 11 &12 Fig 3A & 4A(THREADING OF SCREEN ANDCASING PIPES. IS 554.)	-	200	-
7.5 and Table 10 Fig 2A & 2B(Approximate Free Passage Area, in Percent (Mean Value) for Width of Slot (w))	-	200	-
7.5 and Table 10 Fig 2A & 2B(Minimum number of slots on the circumference of the cross-section.)	-	200	-
7.5 and Table 10 Fig 2A & 2B(Summation of slot lengths over internal circumference of the cross- section.)	-	200	-
7.4 Table 8 & 9 Fig 1(Segmental length, l5)	-	200	-
7.4 Table 8 & 9 Fig 1(Segmental length, l4)	-	200	-
7.4 Table 8 & 9 Fig 1(Segmental length, l3)	-	2500	-
7.4 Table 8 & 9 Fig 1(Effective length, l2)	-	200	-
7.3.2(Rib height)	-	200	-
7.3.1(No.of Ribs)	-	200	-
7.2 and Table 5, 6 & 7 Fig 1B(Wall thickness, Max)	-	200	-
7.2 and Table 5, 6 & 7 Fig 1B(Wall thickness, Min)	-	200	-
7.2 and Table 5, 6 & 7 Fig 1B(Mean Outer Diameter over Connection)	-	200	-
7.2 and Table 5, 6 & 7 Fig 1B(Outer Diameter at any point, Max)	-	200	-
7.2 and Table 5, 6 & 7 Fig 1B(Outer Diameter at any point , Min)	-	200	-
7.2 and Table 5, 6 & 7 Fig 1B(Mean Outer Diameter of Pipe , Max)	-	200	-
7.2 and Table 5, 6 & 7 Fig 1B(Mean Outer Diameter of Pipe, Min)	-	200	-
7.2 and Table 5, 6 & 7 Fig 1B(Nominal Diameter)	-	200	-
7.2 and Table 5, 6 & 7 Fig 1B(DIMENSIONS - Casing Pipes)	-	200	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Wall thickness)	-	200	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Mean Outer Diameter over Connection)	-	200	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Outer Diameter at any point )	-	200	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Mean Outer Diameter of Pipe)	-	200	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Nominal Diameter)	-	200	-
4.1.2 (Ref. Cl 11 of IS 4669)(Composition -Sulphated ash content )	-	1000	-
4.1.2 (Ref. Cl 5.1. of IS 4669)(Composition - Loss on heating )	-	2500	-
5(COLOUR)	-	100	-
8.4(Sealing elements a. Elastomeric material b. Shore A hardness of sealing Elements )	-	500	-
8.4(Width b)	-	200	-
8.3.1 & 8.3.2 (Threading of casing pipe (from 100 to 200 DN Table – 11 & Fig. 3A) & (from 250 to 400 DN Table – 12 & Fig. 4A) Outside diameter d1(+0, -0.3) d2 d3 D1 (+0.3, -0) D2 D4 D5 (+0.3, -0) Z h3 (+0, -0.1) H4 (+0, -0.1) )	-	200	-
8.2(Threading of casing pipe As per IS 554 (from 40 to 80mm DN) Number of threads in 25.4mm Pitch (P) Height of thread (h) Major (Gauge Diameter) d Pitch(d2) Minor (d1) External Thread gauge length Nominal No. of turns of thread max min )	-	200	-
7.5.1 7.5.2 (Slot Dimension (Table 10) Fig 2A & 2B a. Minimum number of slot on the circumference b. Σa±5% c. Mean value of approximate free passage area (%) for width of slot (w) d. Tolerance on width of slot (w) e. Width of material between slot (b))	-	20	-
5.0(Colour of Pipes)	-	100	-
9.7(Effect on Water a) Lead (first extraction) b) Lead (Third extraction) c) Dialkyl Tin C4 & higher homologues measured as Tin (Third extraction) d) Cadmium (All three extracts) e) Mercury (All three extracts) f) Other Toxic Substances )	-	2000	-
4.1.2(K-Value as per IS-4669)	-	1500	-
7.1(Screen Pipes)	-	500	-
11(Marking)	-	100	-
5.1(Materials)	-	500	-
8(Packing)	-	100	-
4.1.3(Cross Chain Length)	-	200	-
7.2(Link Twisted (Cross chain))	-	200	-
7.3(The Basic chains)	-	200	-
7.9(Case Depth)	-	200	-
8(Marking)	-	100	-
9.1( Visual Appearance)	-	100	-
9.1(Visual Appearance)	-	100	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	200	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	200	-
4.1.1 (Ref. 3.4.1. of IS 10151)(Composition - The monomer content (VCM content) in the resin - Annex A ofIS 10151)	-	1500	-
4.1.1 (VCM Content as per IS 10151 (Annex A))	-	2000	-
7.1(Screen Pipes)	-	200	-
11(Marking)	-	100	-
5.1(Materials)	-	200	-
8(Packing)	-	200	-
4.1.3(Cross Chain Length)	-	200	-
7.2(Link Twisted (Cross chain))	-	200	-
7.3(The Basic chains)	-	200	-
7.9(Case Depth)	-	200	-
8(Marking)	-	100	-

Complete

26 Jul, 2027

-
Included w.e.f 01.04.2025

IS 14333 (2022)

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

All Grade, Type ,size ,designation

30000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.2.1,T2("Base Density (At 27°C Temp.)-IS 7328:2020 ")	-	1000	-
5.2.1,T2(Melt Flow Rate (At 190°C /5kg)-IS 2530:1963)	-	2000	-
5.2.1,T2(Thermal Stability(Oxidation Induction Time)-IS 4984:2016(Annexure-B))	-	2000	-
5.2.1,T2("Volatile Matter- IS 4984:2016 (Annexure-C)")	-	2000	-
5.2.1,T2("Water Content-IS 4984:2016 (Annexure-D)")	-	2000	-
5.2.1.1, T2(Compound Density-IS 7328:2020)	-	2000	-
5.2.1.1, T2("Compound carbon black -IS 2530:1963 content")	-	2000	-
5.2.1.1, T2(Compound Toluene extract - Any Method)	-	2000	-
5.2.1.1, T2(Compound maximum volatile matter -IS 4984:2016 (Annexure-C))	-	2000	-
5.2.1.1, T2(Compound carbon black particle size- Any Method)	-	2000	-
5.2.1.1, T2(Compound ash content - Any Method)	-	2000	-
5.2.1.1, T2("Compound carbon black -IS 2530:1963 dispersion")	-	2000	-
5.3(Density of Higher olefin - IS 7328:2020)	-	1000	-
5.3(Olefin Constituents- 14333-2022)	-	2000	-
5.3(Loading of Carbon Black - IS 2530:1963)	-	2000	-
5.3(Ash content- Any Method)	-	2000	-
5.3(Toluene extract - Any Method)	-	2000	-
5.3("Maximum volatile matter -IS 4984:2016 (Annexure-C)")	-	2000	-
5.3(Carbon black particle size - Any Method)	-	3000	-
5.4(Antioxidant - Any Method)	-	2000	-
6(Pipe Description - IS 14333-2022)	-	500	-
6.2(Colour- IS 14333-2022)	-	500	-
7.1(Visual Appearance- IS 14333-2022)	-	500	-
7.2(Length- IS 14333-2022)	-	500	-
7.3(Coiling- IS 14333-2022)	-	500	-
7.4,T3 of IS 4984(Outside Diameter-IS 4984-2016)	-	500	-
7.4,T4 of IS 4984(wall Thickness-IS 4984-2016)	-	500	-
7.4,T3 of IS 4984(Ovality-IS 4984-2016)	-	500	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 27 oC , Test Period - 100 hrs.-IS 4984-2016 (Annexure-E))	-	3000	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 48 hrs.-IS 4984-2016 (Annexure-E))	-	2000	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 165 hrs.-IS 4984-2016 (Annexure-E))	-	3000	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 1000 hrs.-IS 4984-2016 (Annexure-E))	-	6000	-
8.1.2, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 48 hrs.-IS 4984-2016 (Annexure-E))	-	2000	-
8.2("Longitudinal Reversion Test - IS 4984-2016 (Annexure-F)")	-	2000	-
8.3(Carbon black content- IS 2530-1963)	-	2000	-
8.3(Carbon black content Dispersion- IS 2530-1963)	-	2000	-
8.4(Melt Flow rate(Temperature - 190oC,Mass 5kg)-IS 2530-1963)	-	2000	-
8.5(Oxidation Induction Time -IS 4984:2016(Annexure-B))	-	2000	-
8.6(Density-IS 7328:2020)	-	2000	-
8.7("Tensile Strength for Butt Fusion - IS 4984-2016 (Annexure-G)")	-	2000	-
8.8,T5("Tensile - IS 4984-2016 (Annexure-H)")	-	1500	-
8.8,T5("Elongation -IS 4984-2016 (Annexure-H)")	-	1500	-
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))	-	4000	-
5.2.1,T2("Base Density (At 27°C Temp.)-IS 7328:2020 ")	-	2000	-
5.2.1,T2(Melt Flow Rate (At 190°C /5kg)-IS 2530:1963)	-	2000	-
5.2.1,T2(Thermal Stability(Oxidation Induction Time)-IS 4984:2016(Annexure-B))	-	2500	-
5.2.1,T2("Volatile Matter- IS 4984:2016 (Annexure-C)")	-	2000	-
5.2.1,T2("Water Content-IS 4984:2016 (Annexure-D)")	-	3000	-
5.2.1.1, T2(Compound Density-IS 7328:2020)	-	2000	-
5.2.1.1, T2("Compound carbon black -IS 2530:1963 content")	-	2000	-
5.2.1.1, T2(Compound Toluene extract - Any Method)	-	3000	-
5.2.1.1, T2(Compound maximum volatile matter -IS 4984:2016 (Annexure-C))	-	2500	-
5.2.1.1, T2(Compound carbon black particle size- Any Method)	-	3000	-
5.2.1.1, T2(Compound ash content - Any Method)	-	2000	-
5.2.1.1, T2("Compound carbon black -IS 2530:1963 dispersion")	-	2000	-
5.3(Density of Higher olefin - IS 7328:2020)	-	2000	-
5.3(Olefin Constituents- 14333-2022)	-	3000	-
5.3(Loading of Carbon Black - IS 2530:1963)	-	2000	-
5.3(Ash content- Any Method)	-	2000	-
5.3(Toluene extract - Any Method)	-	3000	-
5.3("Maximum volatile matter -IS 4984:2016 (Annexure-C)")	-	2500	-
5.3(Carbon black particle size - Any Method)	-	3000	-
5.4(Antioxidant - Any Method)	-	2500	-
6(Pipe Description - IS 14333-2022)	-	500	-
6.2(Colour- IS 14333-2022)	-	500	-
7.1(Visual Appearance- IS 14333-2022)	-	1000	-
7.2(Length- IS 14333-2022)	-	500	-
7.3(Coiling- IS 14333-2022)	-	1000	-
7.4,T3 of IS 4984(Outside Diameter-IS 4984-2016)	-	500	-
7.4,T4 of IS 4984(wall Thickness-IS 4984-2016)	-	500	-
7.4,T3 of IS 4984(Ovality-IS 4984-2016)	-	500	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 27 oC , Test Period - 100 hrs.-IS 4984-2016 (Annexure-E))	-	3000	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 48 hrs.-IS 4984-2016 (Annexure-E))	-	3000	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 165 hrs.-IS 4984-2016 (Annexure-E))	-	3000	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 1000 hrs.-IS 4984-2016 (Annexure-E))	-	3000	-
8.1.2, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 48 hrs.-IS 4984-2016 (Annexure-E))	-	3000	-
8.2("Longitudinal Reversion Test - IS 4984-2016 (Annexure-F)")	-	2000	-
8.3(Carbon black content- IS 2530-1963)	-	2000	-
8.3(Carbon black content Dispersion- IS 2530-1963)	-	2000	-
8.4(Melt Flow rate(Temperature - 190oC,Mass 5kg)-IS 2530-1963)	-	2000	-
8.5(Oxidation Induction Time -IS 4984:2016(Annexure-B))	-	2000	-
8.6(Density-IS 7328:2020)	-	2000	-
8.7("Tensile Strength for Butt Fusion - IS 4984-2016 (Annexure-G)")	-	2000	-
8.8,T5("Tensile - IS 4984-2016 (Annexure-H)")	-	2500	-
8.8,T5("Elongation -IS 4984-2016 (Annexure-H)")	-	2000	-
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))	-	4000	-
5.2.1,T2("Base Density (At 27°C Temp.)-IS 7328:2020 ")	-	2000	-
5.2.1,T2(Melt Flow Rate (At 190°C /5kg)-IS 2530:1963)	-	2000	-
5.2.1,T2(Thermal Stability(Oxidation Induction Time)-IS 4984:2016(Annexure-B))	-	2000	-
5.2.1,T2("Volatile Matter- IS 4984:2016 (Annexure-C)")	-	2000	-
5.2.1,T2("Water Content-IS 4984:2016 (Annexure-D)")	-	3000	-
5.2.1.1, T2(Compound Density-IS 7328:2020)	-	3000	-
5.2.1.1, T2("Compound carbon black -IS 2530:1963 content")	-	2000	-
5.2.1.1, T2(Compound Toluene extract - Any Method)	-	2500	-
5.2.1.1, T2(Compound maximum volatile matter -IS 4984:2016 (Annexure-C))	-	2000	-
5.2.1.1, T2(Compound carbon black particle size- Any Method)	-	2500	-
5.2.1.1, T2(Compound ash content - Any Method)	-	2000	-
5.2.1.1, T2("Compound carbon black -IS 2530:1963 dispersion")	-	2000	-
5.3(Density of Higher olefin - IS 7328:2020)	-	2000	-
5.3(Olefin Constituents- 14333-2022)	-	3000	-
5.3(Loading of Carbon Black - IS 2530:1963)	-	2000	-
5.3(Ash content- Any Method)	-	2000	-
5.3(Toluene extract - Any Method)	-	2000	-
5.3("Maximum volatile matter -IS 4984:2016 (Annexure-C)")	-	2000	-
5.3(Carbon black particle size - Any Method)	-	3000	-
5.4(Antioxidant - Any Method)	-	2500	-
6(Pipe Description - IS 14333-2022)	-	500	-
6.2(Colour- IS 14333-2022)	-	500	-
7.1(Visual Appearance- IS 14333-2022)	-	500	-
7.2(Length- IS 14333-2022)	-	500	-
7.3(Coiling- IS 14333-2022)	-	1000	-
7.4,T3 of IS 4984(Outside Diameter-IS 4984-2016)	-	500	-
7.4,T4 of IS 4984(wall Thickness-IS 4984-2016)	-	500	-
7.4,T3 of IS 4984(Ovality-IS 4984-2016)	-	500	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 27 oC , Test Period - 100 hrs.-IS 4984-2016 (Annexure-E))	-	3000	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 48 hrs.-IS 4984-2016 (Annexure-E))	-	5000	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 165 hrs.-IS 4984-2016 (Annexure-E))	-	3000	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 1000 hrs.-IS 4984-2016 (Annexure-E))	-	3000	-
8.1.2, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 48 hrs.-IS 4984-2016 (Annexure-E))	-	3000	-
8.2("Longitudinal Reversion Test - IS 4984-2016 (Annexure-F)")	-	2000	-
8.3(Carbon black content- IS 2530-1963)	-	2000	-
8.3(Carbon black content Dispersion- IS 2530-1963)	-	2000	-
8.4(Melt Flow rate(Temperature - 190oC,Mass 5kg)-IS 2530-1963)	-	2000	-
8.5(Oxidation Induction Time -IS 4984:2016(Annexure-B))	-	2000	-
8.6(Density-IS 7328:2020)	-	2000	-
8.7("Tensile Strength for Butt Fusion - IS 4984-2016 (Annexure-G)")	-	2000	-
8.8,T5("Tensile - IS 4984-2016 (Annexure-H)")	-	2500	-
8.8,T5("Elongation -IS 4984-2016 (Annexure-H)")	-	2000	-
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))	-	5000	-

Complete

26 Jul, 2027

-
including w.e.f 14.10.2024

IS 17425 (2020)

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

All grade /type/size

46000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5(Dimensions of pipe - i) Outside diameter)	-	500	-
5(Dimensions of pipe - ii) Wall thickness minimum)	-	500	-
6(Visual Appearance)	-	300	-
7.1(Hydraulic Characteristics - Quality test)	-	5000	-
7.1(Hydraulic Characteristics - Acceptance test)	-	3000	-
7.2(Reversion Test)	-	2000	-
7.3(Tensile Test- i) Tensile Strength)	-	2000	-
7.3(Tensile Test - ii)Elongation at Break)	-	2000	-
7.4(Fusion Compatibility Test- a) Quality test)	-	5000	-
7.4(Fusion Compatibility Test- b) Acceptance test)	-	3000	-
7.5(Density)	-	1000	-
7.6(Melt Flow Rate)	-	2000	-
7.6(Melt Flow Rate)	-	2000	-
4.2(Carbon black- a)carbon content)	-	2000	-
4.2(Carbon black- b) Dispersion of carbon black)	-	1000	-
7.6(Melt now Rate (MFR))	-	2000	-
7.5(Density)	-	1000	-
7.4 Table-2(Fusion Compatibility Test)	-	7000	-
7.3(Tensile Test)	-	2000	-
7.2(Reversion Test)	-	2000	-
7.1 Table -2(Hydraulic Characteristics)	-	7000	-
6.1(VISUAL APPEARANCE)	-	300	-
5.1.2(Ovality)	-	300	-
5.1 table -1(DIMENSIONS OF PIPES)	-	500	-
4.3(Anti-oxidant)	-	2000	-
Cl. 4.2 , IS 2530-1963, Cl. 10(Cabon Black Content)	-	2000	-
4.1.2(The MFR of the material shall be between 0.2 to 1.1 (both inclusive) when tested at 190 T at a nominal load of 50 N by the method prescribed in 7 of IS 2530. The MFR of the material shall also be within 20% of the value declared by the manufacturer.’)	-	2000	-
4.1.1(density shall be between 940.4 kg/m’ and 958.4 kg/m3 (both inclusive) when determined at 27°C according to procedure prescribed in Annex A of IS 7328. The value of the density shall also not differ from the nominal value by more than 3 kg/m2 as per 5.2.1.1 of IS 7328.)	-	1000	-
4.1(melt flow rating (MFR) shall not exceed 1.10 g/10 min.)	-	2000	-
3(CLASSIFICATION OF PIPES)	-	500	-
4.1(Quick Coupled Male and Female Couplers)	-	500	-
4.1(Quick Coupled Male and Female Couplers)	-	500	-
4.1.3(Workmanship and appearance)	-	300	-
4.1.4(Holding attachments for coupler parts)	-	5000	-
6.1.3(Weldability Test- a) Quality test)	-	5000	-
6.1.3(Weldability Test- b) Acceptance test)	-	3000	-
3(Quick Coupled pipes)	-	500	-
3(QUICK COUPLED PIPES)	-	500	-
4(QUICK COUPLED FITTINGS)	-	4000	-
4.1 (a)(Quick Coupled Male and Female Couplers)	-	4000	-
4.1 (b)(HDPE couplers —)	-	4000	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Aluminium Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Copper Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Magnesium Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Silicon Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Iron Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Manganese Content)	-	100	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Zinc Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Titanium Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Chromium Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Remarks)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Aluminium Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Copper Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Magnesium Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Silicon Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Iron Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Manganese Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Zinc Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Titanium Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Chromium Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Remarks)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Aluminium Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Copper Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Magnesium Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Silicon Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Iron Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Manganese Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Zinc Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Titanium Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Chromium Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Remarks)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Aluminium Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Copper Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Magnesium Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Silicon Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Iron Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Manganese Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Zinc Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Titanium Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Chromium Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Remarks)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Aluminium Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Copper Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Magnesium Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Silicon Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Iron Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Manganese Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Zinc Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Titanium Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Chromium Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Cr + Mn)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Aluminium Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Copper Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Magnesium Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Silicon Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Iron Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Manganese Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Zinc Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Titanium Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Cr + Mn)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Aluminium Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Copper Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Magnesium Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Silicon Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Iron Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Manganese Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Zinc Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Titanium Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Chromium Content)	-	200	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Cr + Mn)	-	200	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Copper Content)	-	200	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Silicon Content)	-	200	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Magnesium Content)	-	200	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Iron Content)	-	200	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Manganese Content)	-	200	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Nickel Content)	-	200	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Zinc Content)	-	200	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Lead Content)	-	200	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Tin Content)	-	200	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Titanium Content)	-	200	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Aluminium Content)	-	200	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1)(Carbon Content)	-	200	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1)(Manganese Content)	-	200	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1)(Sulphur Content)	-	200	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1)(Phosphorous Content)	-	200	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1) Al-Killed(Aluminium Content)	-	200	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1) Si-Killed(Silicon Content)	-	200	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1) Al-Si-Killed(Silicon Content)	-	200	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1) Al-Si-Killed(Aluminium Content)	-	200	-
Cl. 4.1.1.2.1, IS 14151 (P-1)-1999, Cl. 4, IS 2530-1963, Cl. 10(Cabon Black Content)	-	2000	-
Cl. 4.1.1.2.1, IS 14151 (P-1)-1999, Cl. 4, IS 2530-1963, Cl. 16(Carbon Black Dispersion)	-	1000	-
4.1 .1.2.1(HDPE couplers)	-	2000	-
4.1 .1.2.2(HDPE couplers)	-	2000	-
4.1.4(a)(Holding Attachments for Coupler Parts)	-	2000	-
4.1.4(b)(Holding Attachments for Coupler Parts)	-	2000	-
4.2.1(Quick Coupled ~pe HDPE Fittings)	-	2000	-
4.2.2(Quick Coupled ~pe HDPE Fittings)	-	2000	-
4.2.3(Quick Coupled ~pe HDPE Fittings)	-	2000	-
4.2.4(Quick Coupled ~pe HDPE Fittings)	-	2000	-
4.2.5(Quick Coupled ~pe HDPE Fittings)	-	2000	-
4.2.6(Quick Coupled ~pe HDPE Fittings)	-	2000	-
4.2.7(Quick Coupled ~pe HDPE Fittings)	-	2000	-
4.2.7(1 Dimensions of Quick Coupled Pipes and Fittings)	-	500	-
4.2.7(Reducers Table 1 and 2 of IS 8008 (Part 4))	-	500	-
4.2.7(Ferrule reducers Table 1 of IS 8008 (Part 5))	-	500	-
4.2.7(Pipe ends Table 1 of IS 8008 (Part 6))	-	500	-
4.2.7(End caps Table 1 of IS 8008 (Part 9))	-	500	-
4.2.7(Insert vatve couplers Table 1 of IS 8008 (Part 3))	-	500	-
4.2.7(Valve openers Table 1 of IS 8008 (Part 2))	-	500	-
5.2(Dimensions of Quick Coupled Sprinkler Saddles Table 1.)	-	500	-
6.1(Quick Coupled Pipes and Fittings)	-	500	-
6.1.1, 6.1.1.1(Leakage Test)	-	2000	-
6.1.1, 6.1.1.1(Leakage Test)	-	2000	-
6.1.2, 6.1.2.1(Hydraulic Proof Test)	-	2000	-
6.1.2.2(Hydraulic Proof Test)	-	2000	-
6.1.2.2(Hydraulic Proof Test)	-	2000	-
6.1.3, 6.1.3.1(Weldability Test)	-	6000	-
6.1.3.1.1(Weldability Test)	-	6000	-
6.1.3.2(Quick coupled fittings)	-	500	-
6.2, 6.2.1(Quick Coupled Fittings)	-	500	-
7.2.1(Visual and Workmanship Requirement)	-	300	-
6.2 b(Material Identification - Male & Female Coupler)	-	2000	-
6.3.3(Material Identification - Insert Valve Coupler)	-	2000	-
6.3.3(Material Identification - Insert Valve Coupler)	-	2000	-
6.3.5(Material Identification - Saddle)	-	2000	-
6.3.5(Material Identification - Pipe Ends)	-	2000	-
6.3.6(Quick Coupled Pump Connectors - Visual)	-	300	-
4.2(Metallic Couplers)	-	1500	-
4.2(Metallic Couplers)	-	1500	-
7.2.1(Leakage Test)	-	2000	-
Cl.4.1.3(Den sity Test)	-	1000	-
Cl.4.1.3(MFR Test)	-	2000	-
Cl.4.1.3(MFR Test)	-	2000	-
Cl.4.1.3(MFR Test)	-	2000	-
Cl.4.1.3(MFR Test)	-	2000	-
Cl.4.1.3(Thermal Stabi lity)	-	2000	-
Cl.4.1.3(Thermal Stabi lity)	-	2000	-
Cl.4.1.3, T-1(Volatile Matter)	-	2000	-
Cl.4.1.3, T-1(Volatile Matter)	-	2000	-
Cl.4.1.3, T-1(Volatile Matter)	-	2000	-
Cl.4.1.3, T-1(Volatile Matter)	-	2000	-
Cl.4.1.3, T-1(Volatile Matter)	-	2000	-
Cl.4.1.3, T-1(Volatile Matter)	-	2000	-
Cl.4.1.3, T-1(Volatile Matter)	-	2000	-
Cl.4.1.3, T-1(Water Content)	-	2000	-
Cl.4.1.3, T-1(Water Content)	-	2000	-
Cl.4.1.3, T-1(Water Content)	-	2000	-
Cl.4.1.3, T-1(Water Content)	-	2000	-
Cl.4.1.3, T-1(Water Content)	-	2000	-
Cl.4.1.3, T-1(Water Content)	-	2000	-
Cl.4.1.3, T-1(Water Content)	-	2000	-
Cl.4.1.3, T-1(Water Content)	-	2000	-
Cl.4.1.3, T-1(Water Content)	-	2000	-
Cl.4.1.3, T-1(Water Content)	-	2000	-
Cl.4.1.3, T-1(Water Content)	-	2000	-
Cl.4.1.3, T-1(Water Content)	-	2000	-
Cl.4.1.3, T-1(Water Content)	-	2000	-
Cl.4.1.3, T-1(Water Content)	-	2000	-
Cl.4.1.3, T-1(Water Content)	-	2000	-
Cl.4.1.3, T-1(Water Content)	-	2000	-
Cl.4.1.3, T-1(Water Content)	-	2000	-
Cl.4.1.3, T-1(Water Content)	-	2000	-
Cl.4.1.3, T-1(Water Content)	-	2000	-
Cl.4.1.4(Carbon Black Content)	-	2000	-
Cl.4.1.4(Carbon Black Content)	-	2000	-
Cl.5.1.l(Outside Diameter)	-	500	-
Cl.4.1.4(Carbon Black Content)	-	2000	-
Cl.4.1.4(Carbon Black Di spersion)	-	1000	-
Cl.4.1.4(Carbon Black Di spersion)	-	1000	-
Cl.4.1.4(Carbon Black Di spersion)	-	1000	-
Cl.5(Di men sion)	-	500	-
Cl.5.1.l(Outside Diameter)	-	500	-
Cl.6.2.L(Wall Thickness)	-	500	-
Cl.6.2.4(Workmanship and Appearance)	-	300	-
Cl.6.2.6(Rubber Ring Hardness)	-	1000	-
Cl.6.2.6(Ageing Test)	-	3000	-
Cl.7.1.l(Visual Anneara nce)	-	300	-
Cl.7.1.2(Hydraulic Characteristic)	-	7000	-
Cl.7.1.2(Hydraulic Characteristic)	-	7000	-
Cl.7.1.2(Hydraulic Characteristic)	-	7000	-
Cl.7.1.2(Hydraulic Characteristic)	-	7000	-
Cl.7.1.3(Reversion Test)	-	2000	-
Cl.7.1.3(Reversion Test)	-	2000	-
Cl.7.1.4(Tensile Test)	-	2000	-
Cl.7.1.4(Tensile Test)	-	2000	-
Cl.7.1.4(Tensile Test)	-	2000	-
Cl.7.1.4(Elongation)	-	2000	-
Cl.7.1.4(Elongation)	-	2000	-
Cl.7.1.5(Fusion Compatibility)	-	7000	-
Cl.7.1.5(Fusion Compatibility)	-	7000	-
Cl.7.1.5(Fusion Compatibility)	-	7000	-
Cl.7.1.5(Fusion Compatibility)	-	7000	-
Cl.7.1.6(Corrected Density)	-	1000	-
Cl.7.1.7(MFR Test)	-	2000	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Chromium Content)	-	200	-
Cl.7.1.7(MFR Test)	-	2000	-
Cl.7.1.7(MFR Test)	-	2000	-
Cl.7.1.7(MFR Test)	-	2000	-
Cl.7.2.l(Leakage Test)	-	2000	-
Cl.7.2.l(Leakage Test)	-	2000	-
Cl.7.2.l(Leakage Test)	-	2000	-
Cl.7.2.l(Leakage Test)	-	2000	-
Cl.7.2.l(Leakage Test)	-	2000	-
Cl.7.2.2(Cl.7.2.2)	-	2000	-
Cl.7.2.3(Weld ability Test)	-	7000	-
Cl.7.2.3(Weld ability Test)	-	7000	-
6.2 (iii) Rubber Rings (a) Shore hardness(Shore hardness)	-	1000	-
6.2 (iii) Rubber Rings (b) Accelerated Storage test(Accelerated Storage test)	-	3000	-
5(Dimensions of pipe (outside diameter, ovality, wall thickness))	-	500	-
6.1(Thermal Stability (OIT))	-	2000	-
6.1(Volatile Matter)	-	2000	-
6.1(Water content)	-	2000	-
6.1(Tensile strength at Yield & Elongation at break)	-	2000	-
6.1(Carbon Black Content)	-	2000	-
6.1(Carbon Black Dispersion)	-	1000	-
6.2.1(Base Density x 2)	-	2000	-
6.2.1(Melt Flow Index x 2)	-	2000	-
6.2.1(Thermal Stability (OIT) x 2)	-	2000	-
6.2.1(Volatile Matter x 2)	-	2000	-
6.2.1(Water content x 2)	-	2000	-
6.2.1(Carbon Black Content x 2)	-	2000	-
6.2.1(Carbon Black Dispersion x 2)	-	1000	-
6.2.1(Wall thickness of male & female coupler)	-	2000	-
6.2.4(Workmanship and appearance (Visual))	-	300	-
6.2.5(Holding attachment for coupler parts)	-	500	-
6.2.5(Material Composition (Chemical Analysis))	-	1500	-
6.2.6(Material Identification (Chemical Analysis))	-	1500	-
4.2.2(Coating thickness (Hot dip Galvanized or Electroplated or Passivated or Powder Coated))	-	1500	-
6.2.6(Color)	-	500	-
6.2.6(Rubber Ring Hardness Shore – A (Before Ageing))	-	1000	-
6.2.6(Ageing Charges for rubber ring)	-	3000	-
7.1.1(Visual appearance of pipes)	-	300	-
7.1.2(Hydraulic Characteristics)	-	7000	-
7.1.2((a) Acceptance Test (48 hrs) / 80˚ C)	-	3000	-
7.1.2((b) Type test ( 165 hrs) / 80˚ C)	-	4000	-
7.1.3(Reversion)	-	2000	-
7.1.4(Tensile strength & elongation)	-	2000	-
7.1.5(Fusion Compatibility test)	-	7000	-
7.1.5((a) Acceptance Test (48 hrs) / 80˚ C)	-	3000	-
7.1.5((b) Type test ( 165 hrs) / 80˚ C)	-	4000	-
7.1.6(Corrected Density)	-	1000	-
7.1.6(Base Density)	-	1000	-
7.1.6(Carbon black Content)	-	2000	-
7.1.7(Melt Flow Rate (MFR))	-	2000	-
7.2.1(Leakage test 1hour / 27°C)	-	2000	-
7.2.2(Hydraulic Proof test 1hour / 27°C)	-	2000	-
7.2.3((a) Acceptance Test (48 hrs) / 80˚ C)	-	3000	-
7.2.3((b) Type test ( 165 hrs) / 80˚ C)	-	4000	-
8(Supply of pipe (Visual))	-	300	-
4.1.1 (Table-1)(Density)	-	1000	-
4.1.1 (Table-1)(Melt Flow Index)	-	2000	-
4.1.1 (Table-1)(Oxidation Induction Time)	-	2000	-
4.1.1 (Table-1)(Water content)	-	2000	-
4.1.1 (Table-1)(Tensile strength at Yield & Elongation at break)	-	2000	-
4.1.4(Carbon Black Content)	-	2000	-
4.1.4(Carbon Black Dispersion)	-	1000	-
4.1.1(Polyethylene material)	-	2000	-
4.1.3, Table 1,(i)(Bass density)	-	1000	-
4.1.3, Table 1,(ii)(Melt flow rate)	-	2000	-
4.1.3, Table 1,(iii)(Thermal stability)	-	2000	-
4.1.3, Table 1,(iv)(Volatile matter)	-	2000	-
4.1.3, Table 1,(v)(Water content)	-	2000	-
4.1.3, Table 1,(vi)(Minimum tensile strength at yield)	-	2000	-
4.1.3, Table 1,(vii)(Minimum elongation at break)	-	2000	-
4.1.4(The Carbon Content and Dispersion)	-	2000	-
4.1.5(Carbon Black Specification)	-	2000	-
4.1.6(Antioxidant)	-	2000	-
4.1.7(Rework Material)	-	2000	-
4.2(Metallic Couplers)	-	2000	-
5.1, Table 1,(i)(Plain pipes)	-	500	-
5.1, Table 1,(ii)(90° Bends and tee)	-	500	-
5.1, Table 1,(iii)(Base pipe )	-	500	-
5.1, Table 1,(iv)(PCN)	-	500	-
5.1, Table 1,(v)(Reducers, ferrule reducers)	-	500	-
5.1, Table 1,(vi)(End caps, insert valve coupler, valve openers)	-	500	-
5.1, Table 1,(vii)(Riser pipe and socket)	-	500	-
7.1.1(Visual Appearance and Workmanship)	-	300	-
7.1.2(Hydraulic Performance Characteristic)	-	7000	-
7.1.3(Reversion Test)	-	2000	-
7.1.4(Tensile Test)	-	2000	-
4.1.1 (Table-1)(Volatile Matter)	-	2000	-
7.1.5(Fusion Compatibility Test)	-	7000	-
7.1.6(Corrected Density)	-	1000	-
7.1.7(Melt flow rate)	-	2000	-
7.2.3(Weldability Test)	-	7000	-
7.3(Quick Couple Fitting)	-	2000	-
10(Marking)	-	1000	-
5.1.2(Squareness)	-	500	-
7.2.1(Leakage Test)	-	2000	-
7.2.2(Hydraulic Proof Test)	-	2000	-
6.3.4()	-	2000	-

Complete

26 Jul, 2027

-
-

IS 14885 (2022)

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

All grade /type/size/designation

310000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.11(Squeeze-of)	-	3000	-
8.10(Slow Crack Growth Rate Test)	-	5000	-
8.8(Tensile Properties (Tensile Yield Strength and Elongation at Break))	-	2000	-
8.9(Resistance to Weathering)	-	100000	-
8.7(Volatile Matter Content)	-	2000	-
8.6(Thermal Stability (Oxidation Induction Time))	-	2000	-
8.5(Pigment Dispersion)	-	1000	-
8.4(Melt Flow Rate)	-	2000	-
8.3(Density)	-	1000	-
8.2(Reversion test)	-	2000	-
8.1(Hydraulic Characteristics)	-	10000	-
7(Finish)	-	500	-
6(Dimensions of pipes)	-	500	-
5.6(iii) Thermal stability (Oxidation induction time))	-	2000	-
5.6(ii) Hydraulic characteristics)	-	8000	-
5.5(Effects of Gas Condensate on the Hydrostatic Strength)	-	50000	-
5.1, 5.7 Table 3(iv) Resistance to slow crack growth rate)	-	6000	-
5.1, 5.7 Table 2(vi) Pigment dispersion)	-	1000	-
5.1, 5.7 Table 2(v) Water content1))	-	2000	-
5.1, 5.7 Table 2(iv) Volatile content)	-	2000	-
5.1, 5.7 Table 2(iii) Thermal stability (oxidation induction time))	-	2000	-
5.1, 5.7 Table 2(ii) Melt flow rate (MFR))	-	2000	-
5.1, 5.7 Table 2(i) Conventional density (of base polymer))	-	1000	-
8.11(Squeeze-off)	-	3000	-
8.10(Slow Crack Growth Rate Test)	-	5000	-
8.5(Pigment Dispersion)	-	1000	-
8.4(Melt Flow Rate (MFR))	-	2000	-
6.4(Length of Pipe)	-	500	-
8.9(Resistance to Weathering)	-	100000	-
8.8(Tensile Properties (Tensile Yield Strength and Elongation at Break))	-	2000	-
8.7(Volatile Matter Content)	-	2000	-
8.6(Thermal Stability (Oxidation Induction Time))	-	2000	-
8.3(Density)	-	1000	-
8.2(Reversion Test)	-	2000	-
8.1(Internal pressure creep rupture test for plain pipes at 80 deg. C for 1000 h)	-	2000	-
8.1(Internal pressure creep rupture test for plain pipes at 20 deg. C for 100h)	-	8000	-
8.1(Internal pressure creep rupture test for plain at 80 deg. C for 165h)	-	3000	-
7(Finish)	-	500	-
6.2(Wall Thickness)	-	500	-
6.1(Out of Roundness (Ovality))	-	500	-
6.1(Outside Diameter)	-	500	-
5.6(Resistance to Weathering)	-	100000	-
5.5(Effect of Gas condensate on the Hydrostatic strength)	-	50000	-
5.7(PE Compound Quality Evaluation)	-	150000	-
5.1(Polyethylene compound)	-	11000	-
4.4(Colour)	-	500	-
4.3(Nominal Diameter)	-	500	-
4.2(Grade of material)	-	500	-
10(Marking)	-	500	-
5.3(Anti-oxidant)	-	2000	-
5.3(Anti-Oxidant)	-	2000	-

Complete

26 Jul, 2027

-
-

IS 15778 (2007)

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

ALL

96500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5 Table 1(Classification of pipes)	-	300	-
6.2.1 Annex B(Chloride Content of Resin)	-	2000	-
6.3(Compound Properties)	-	2000	-
6.3.1 Annex B(Chloride content)	-	2000	-
6.3.2 Annex C(Verification of the Malfunction Temperature, Tmal: )	-	6000	-
6.3.2 IS 13360 (Part 3/See 1)(Density)	-	1000	-
7.1 IS 12235 (Part 1) Table 2(Dimension of Pipes: Mean outside Diameter)	-	500	-
7.1,7.1.1 IS 12235 (Part 1) Table 2(Outside Diameter at any point)	-	200	-
7.1.2 IS 12235 (Part 1) Table 2(Wall Thickness )	-	200	-
7.1.3 (Effective length)	-	200	-
8(Pipe Ends)	-	200	-
9(PHYSICAL AND CHEMICAL CHARACTERISTICS)	-	70500	-
9.1(Visual Appearance)	-	200	-
9.1(Visual Appearance)	-	200	this clause is repeated
9.2 IS 12235 (Part 3)(Opacity)	-	1000	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (first extraction))	-	1000	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (third extraction))	-	1000	-
Cl. 9.3,IS 4985 Cl. 10.3(Dialkyl tin C4 and higher homologues measured as tin (third extraction))	-	1000	-
Cl. 9.3,IS 4985 Cl. 10.3(Cadmium (for all three extracts) )	-	1000	-
Cl. 9.3,IS 4985 Cl. 10.3(Mercury (for all three extracts) )	-	1000	-
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances such as 'di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate' (third extraction) )	-	1000	-
9.4 IS 12235(Part 5/Sec 1 and Sec 2)(Reversion Test : When tested by the method prescribed in IS 12235(Part 5/Sec 1 and Sec 2), a length of pipe 200 + 20 mm long shall not alter in length by more than 5 percent.)	-	2000	-
9.5 IS 12235(Part 2)(Vicat Softening Temperature: When tested by the method prescribed in IS 12235(Part 2), the Vicat softening temperature of the specimen shall not be less than 110°C.)	-	2000	-
9.6 IS 12235(Part 14)(Density)	-	1000	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	5000	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	5000	-
10.2 Table 3 IS 12235 (Part 8/Sec 1)(Thermal Stability by Hydrostatic Pressure Testing)	-	50000	-
10.3 IS 4985 Table 4(Resistance to External Blow at O°C: When tested by the method prescribed in IS 4985, with classified striker mass and drop height as given in Table 4, the pipe shall have a true impact rate of not more than 10 percent.)	-	2000	-
10.4 IS 12235(Part 19)(Flattening Test)	-	1000	-
10.5 IS 12235(Part 13)(Tensile Strength : When tested by the method prescribed in IS 12235(Part 13), the tensile strength at yield shall not be less than 50 MPaat 27±2°C. )	-	2000	-
7.1.2(Wall Thickness (Maximum))	-	200	this clause is repeated
7.1.1(Outside Diameter at any point (Maximum))	-	200	this clause is repeated
6.3(K value Test)	-	3000	-
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances including di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate')	-	1000	this clause is repeated
10(Mechanical Properties)	-	2000	this is repeated
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	5000	this clause is repeated
10.5 IS 12235(Part 13)(Tensile Strength : When tested by the method prescribed in IS 12235(Part 13), the tensile strength at yield shall not be less than 50 MPaat 27±2°C. )	-	2000	this clause is repeated
5 Table 1(Classification of pipes)	-	300	this clause is repeated
6.2.1 Annex B(Chloride Content of Resin)	-	2000	this clause is repeated
6.3(Compound Properties)	-	2000	this clause is repeated
6.3.1 Annex B(Chloride content)	-	2000	this clause is repeated
6.3.2 Annex C(Verification of the Malfunction Temperature, Tmal: )	-	6000	this clause is repeated
6.3.2 IS 13360 (Part 3/See 1)(Density)	-	1000	this clause is repeated
7.1 IS 12235 (Part 1) Table 2(Dimension of Pipes: Mean outside Diameter)	-	500	this clause is repeated
7.1,7.1.1 IS 12235 (Part 1)Table 2(Outside Diameter at any point (Minimum))	-	200	this clause is repeated
7.1.2 IS 12235 (Part 1)Table 2(Wall Thickness (Minimum))	-	200	this clause is repeated
7.1.3 (Effective length)	-	200	this clause is repeated
8.0(Pipe Ends)	-	200	this clause is repeated
9.0(PHYSICAL AND 1CHARACTERISTICS)	-	60000	this clause is repeated
9.1(Visual Appearance)	-	200	this clause is repeated
9.1(Visual Appearance)	-	200	this clause is repeated
9.2 IS 12235 (Part 3)(Opacity)	-	1000	this clause is repeated
Cl. 9.3,IS 4985 Cl. 10.3(Lead (first extraction))	-	1000	this clause is repeated
Cl. 9.3,IS 4985 Cl. 10.3(Lead (third extraction))	-	1000	this clause is repeated
Cl. 9.3,IS 4985 Cl. 10.3(Dialkyl tin C4 and higher homologues measured as tin (third extraction))	-	1000	this clause is repeated
Cl. 9.3,IS 4985 Cl. 10.3(Cadmium (for all three extracts) )	-	1000	this clause is repeated
Cl. 9.3,IS 4985 Cl. 10.3(Mercury (for all three extracts) )	-	1000	this clause is repeated
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances such as 'di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate' (third extraction) )	-	1000	this clause is repeated
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances including di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate')	-	1000	this clause is repeated
9.4 IS 12235(Part 5/Sec 1 and Sec 2)(Reversion Test : When tested by the method prescribed in IS 12235(Part 5/Sec 1 and Sec 2), a length of pipe 200 + 20 mm long shall not alter in length by more than 5 percent.)	-	2000	this clause is repeated
9.5 IS 12235(Part 2)(Vicat Softening Temperature: When tested by the method prescribed in IS 12235(Part 2), the Vicat softening temperature of the specimen shall not be less than 110°C.)	-	2000	this clause is repeated
9.6 IS 12235(Part 14)(Density)	-	1000	this clause is repeated
10.0(Mechanical Properties)	-	5000	this clause is repeated
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	5000	this clause is repeated
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	5000	this clause is repeated
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	5000	this clause is repeated
10.2 Table 3 IS 12235 (Part 8/Sec 1)(Thermal Stability by Hydrostatic Pressure Testing)	-	50000	this clause is repeated
10.3 IS 4985 Table 4(Resistance to External Blow at O°C: When tested by the method prescribed in IS 4985, with classified striker mass and drop height as given in Table 4, the pipe shall have a true impact rate of not more than 10 percent.)	-	2000	this clause is repeated
10.4 IS 12235(Part 19)(Flattening Test)	-	1000	this clause is repeated
6.3.3(Density)	-	1000	this clause is repeated
5 Table 1(Classification of pipes)	-	1000	-
6.2.1 Annex B(Chloride Content of Resin)	-	2000	-
6.3(Compound Properties)	-	2000	-
6.3.1 Annex B(Chloride content)	-	2000	-
6.3.2 Annex C(Verification of the Malfunction Temperature, Tmal: )	-	6000	-
6.3.2 IS 13360 (Part 3/See 1)(Density)	-	1000	-
7.1 IS 12235 (Part 1) Table 2(Dimension of Pipes: Mean outside Diameter)	-	500	-
7.1,7.1.1 IS 12235 (Part 1) Table 2(Outside Diameter at any point)	-	2000	-
7.1.2 IS 12235 (Part 1) Table 2(Wall Thickness )	-	500	-
7.1.3 (Effective length)	-	500	-
8(Pipe Ends)	-	500	-
9(PHYSICAL AND CHEMICAL CHARACTERISTICS)	-	2000	-
9.1(Visual Appearance)	-	1000	-
9.1(Visual Appearance)	-	1000	-
9.2 IS 12235 (Part 3)(Opacity)	-	1000	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (first extraction))	-	1000	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (third extraction))	-	1000	-
Cl. 9.3,IS 4985 Cl. 10.3(Dialkyl tin C4 and higher homologues measured as tin (third extraction))	-	1000	-
Cl. 9.3,IS 4985 Cl. 10.3(Cadmium (for all three extracts) )	-	1000	-
Cl. 9.3,IS 4985 Cl. 10.3(Mercury (for all three extracts) )	-	1000	-
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances such as 'di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate' (third extraction) )	-	1000	-
9.4 IS 12235(Part 5/Sec 1 and Sec 2)(Reversion Test : When tested by the method prescribed in IS 12235(Part 5/Sec 1 and Sec 2), a length of pipe 200 + 20 mm long shall not alter in length by more than 5 percent.)	-	2000	-
9.5 IS 12235(Part 2)(Vicat Softening Temperature: When tested by the method prescribed in IS 12235(Part 2), the Vicat softening temperature of the specimen shall not be less than 110°C.)	-	2000	-
9.6 IS 12235(Part 14)(Density)	-	1000	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	5000	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	5000	-
10.2 Table 3 IS 12235 (Part 8/Sec 1)(Thermal Stability by Hydrostatic Pressure Testing)	-	50000	-
10.3 IS 4985 Table 4(Resistance to External Blow at O°C: When tested by the method prescribed in IS 4985, with classified striker mass and drop height as given in Table 4, the pipe shall have a true impact rate of not more than 10 percent.)	-	2000	-
10.4 IS 12235(Part 19)(Flattening Test)	-	1000	-
7.1.2(Wall Thickness (Maximum))	-	500	-
7.1.1(Outside Diameter at any point (Maximum))	-	500	-
6.3(K value Test)	-	2000	-
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances including di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate')	-	1000	-
10(Mechanical Properties)	-	2000	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	5000	-
10.5 IS 12235(Part 13)(Tensile Strength : When tested by the method prescribed in IS 12235(Part 13), the tensile strength at yield shall not be less than 50 MPaat 27±2°C. )	-	2000	-
7.1,7.1.1 IS 12235 (Part 1)Table 2(Outside Diameter at any point (Minimum))	-	500	-
7.1.2 IS 12235 (Part 1)Table 2(Wall Thickness (Minimum))	-	500	-
6.3.3(Density)	-	1000	-
5 Table 1(Classification of pipes)	-	-	-
6.2.1 Annex B(Chloride Content of Resin)	-	-	-
6.3(Compound Properties)	-	-	-
6.3.1 Annex B(Chloride content)	-	-	-
6.3.2 Annex C(Verification of the Malfunction Temperature, Tmal: )	-	-	-
6.3.2 IS 13360 (Part 3/See 1)(Density)	-	-	-
7.1 IS 12235 (Part 1) Table 2(Dimension of Pipes: Mean outside Diameter)	-	-	-
7.1,7.1.1 IS 12235 (Part 1) Table 2(Outside Diameter at any point)	-	-	-
7.1.2 IS 12235 (Part 1) Table 2(Wall Thickness )	-	-	-
7.1.3 (Effective length)	-	-	-
8(Pipe Ends)	-	-	-
9(PHYSICAL AND CHEMICAL CHARACTERISTICS)	-	-	-
9.1(Visual Appearance)	-	-	-
9.1(Visual Appearance)	-	-	-
9.2 IS 12235 (Part 3)(Opacity)	-	-	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (first extraction))	-	-	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (third extraction))	-	-	-
Cl. 9.3,IS 4985 Cl. 10.3(Dialkyl tin C4 and higher homologues measured as tin (third extraction))	-	-	-
Cl. 9.3,IS 4985 Cl. 10.3(Cadmium (for all three extracts) )	-	-	-
Cl. 9.3,IS 4985 Cl. 10.3(Mercury (for all three extracts) )	-	-	-
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances such as 'di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate' (third extraction) )	-	-	-
9.4 IS 12235(Part 5/Sec 1 and Sec 2)(Reversion Test : When tested by the method prescribed in IS 12235(Part 5/Sec 1 and Sec 2), a length of pipe 200 + 20 mm long shall not alter in length by more than 5 percent.)	-	-	-
9.5 IS 12235(Part 2)(Vicat Softening Temperature: When tested by the method prescribed in IS 12235(Part 2), the Vicat softening temperature of the specimen shall not be less than 110°C.)	-	-	-
9.6 IS 12235(Part 14)(Density)	-	-	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	-	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	-	-
10.2 Table 3 IS 12235 (Part 8/Sec 1)(Thermal Stability by Hydrostatic Pressure Testing)	-	-	-
10.3 IS 4985 Table 4(Resistance to External Blow at O°C: When tested by the method prescribed in IS 4985, with classified striker mass and drop height as given in Table 4, the pipe shall have a true impact rate of not more than 10 percent.)	-	-	-
10.4 IS 12235(Part 19)(Flattening Test)	-	-	-
7.1.2(Wall Thickness (Maximum))	-	-	-
7.1.1(Outside Diameter at any point (Maximum))	-	-	-
6.3(K value Test)	-	-	-
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances including di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate')	-	-	-
10(Mechanical Properties)	-	-	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	-	-
10.5 IS 12235(Part 13)(Tensile Strength : When tested by the method prescribed in IS 12235(Part 13), the tensile strength at yield shall not be less than 50 MPaat 27±2°C. )	-	-	-
7.1,7.1.1 IS 12235 (Part 1)Table 2(Outside Diameter at any point (Minimum))	-	-	-
7.1.2 IS 12235 (Part 1)Table 2(Wall Thickness (Minimum))	-	-	-
6.3.3(Density)	-	-	-

Complete

26 Jul, 2027

-
-

IS 694 (2010)

Polyvinyl chloride insulated unsheathed and sheathed cables/cords with rigid and flexible conductor for rated voltages up to and including 450/750 v (Fourth Revision)

All Type

28000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
13(Cable code)	-	500	7250/- Single core unsheathed cable, 8500/- Single core sheathed cable, 1500/- each additional core, 5000/- FR test 10000/- FR-LSH 3500/- Outdoor use, 1850/- Low temperature condition 2500/- Before stranding
11.2(Legibility)	-	500	-
11.1(Durability)	-	500	-
11(Identification)	-	500	-
10.9(Additional ageing test (OU cables only) -HV test (at 60±3oC))	-	3500	-
10.4(Flammability test- Unaffected portion)	-	750	-
10.4(Flammability test-Burning after flame removal)	-	750	-
table 1 e) 3) (IR constant- max. Temp)	-	2000	-
table 1 e) 3) (IR constant- Room temp )	-	2000	-
table 1 e) 3) (Volume Resistivity - Maximum temp)	-	2000	-
table 1 e) 3) (Volume Resistivity - Room temp )	-	2000	-
10.2(HV (room temperature))	-	2000	-
10.1(HV (water immersion))	-	3500	-
10.1(HV (water immersion))	-	3500	-
10.8(Smoke density rating)	-	2500	-
10.6(Halogen evolution)	-	2500	-
10.7(Temperature index)	-	2500	-
10.5(Oxygen index)	-	2500	-
Table 1 iii) d) 9)(Cold impact for sheath)	-	1850	-
Table 1 iii) d) 8)(Cold bend for sheath)	-	1850	-
Table 1 iii) c) 9)(Cold impact for insulation)	-	1850	-
Table 1 iii) c) 8)(Cold bend for insulation)	-	1850	-
Table 1(Category Code)	-	500	-
Table 1 iii) d) 7)(Thermal stability- Sheath )	-	750	-
Table 1 iii) c) 7)(Thermal stability- Insulation )	-	750	-
Table 1 iii) d) 6)(Hot deformation -Indentation depth - Sheath )	-	1000	-
Table 1 iii) c) 6)(Hot deformation - Indentation depth- Insulation)	-	1000	-
Table 1 iii) d) 5)(Heat shock-Sheath )	-	500	-
Table 1 iii) c) 5)(Heat shock-Insulation )	-	500	-
Table 1 iii) d) 4)(Cracks Observed)	-	500	-
Table 1 iii) d) 4)(Shrinkage- Sheath )	-	500	-
Table 1 iii) c) 4)(Cracks Observed)	-	500	-
Table 1 iii) c) 4)(Shrinkage-Insulation)	-	500	-
Table 1 iii) d) 2)(Loss of mass- Sheath )	-	1500	-
Table 1 iii) c) 2)(Loss of mass- Insulation )	-	1500	-
Table 1 iii) d) 3)(Sheath- Elongation variation)	-	500	-
Table 1 iii) d) 3)(Sheath- TS variation)	-	500	-
Table 1 iii) d) 3)(Sheath- Elongation (After ageing))	-	500	-
Table 1 iii) d) 3)(Sheath- Tensile strength (After ageing))	-	500	-
Table 1 iii) d) 1)(Sheath- Elongation (Without ageing))	-	500	-
Table 1 iii) d) 1)(Sheath -Tensile strength (Without ageing))	-	500	-
Table 1 iii) c) 3)(Elongation variation)	-	1000	-
Table 1 iii) c) 3)(TS variation)	-	1000	-
Table 1 iii) c) 3)(Elongation (After ageing))	-	1000	-
Table 1 iii) c) 3)(Tensile strength (After ageing))	-	1000	-
Table 1 iii) c) 1)(Elongation (Without ageing))	-	500	-
Table 1 iii) c) 1)(Tensile strength (Without ageing))	-	500	-
(Cl. 18.1.4) (Cl. 19.1.5) (Cl. 20.1.4) (Cl. 22.1.4)(Colour of Sheath)	-	250	-
8.3(Thickness of Sheath)	-	250	-
5.2(Application )	-	250	-
5.3(Thickness of Insulation)	-	250	-
9.1(Ovality)	-	250	-
9(Overall dimensions)	-	250	-
10.11(Per sulphate test (for tinned Cu cable only))	-	500	-
4.2(Conductor resistance test)	-	1500	-
4.1(Wrapping test (for Al))	-	350	-
4.1(Tensile test (for Al)- After Stranding)	-	500	-
4.1(Tensile test (for Al)-Before Stranding)	-	2500	-
(Cl.6.1.3 of IS 8130:2013)(Stranded circular non compacted conductors(Class-2))	-	250	-
4.1(Annealing test (for copper))	-	350	-
(Cl.6.1.3 of IS 8130:2013)(Flexible Conductors (Classes 5))	-	250	-
(Cl.6.1.3 of IS 8130:2013)( Flexible Conductors (Classes 5))	-	250	-
(Cl.6.1.3 of IS 8130:2013)(Stranded compacted circular conductors and shaped conductors (Class 2))	-	250	-
(Cl.6.1.3 of IS 8130:2013)(Stranded circular non compacted conductors (Class-2))	-	250	-
(Cl.6.1.3 of IS 8130:2013)(Stranded circular non compacted conductors (Class-2))	-	250	-
(Cl.6.1.3 of IS 8130:2013)(Solid Conductor (Class 1))	-	250	-
(Cl.6.1 of IS 8130:2013)(Solid Conductor (Class 1))	-	250	-
(Cl.6.1 of IS 8130:2013)(Solid Conductor (Class 1))	-	250	-
(Cl.16.1) (Cl.19.1)(Conductor- Diameter )	-	250	-
(Cl.16.1) (Cl.19.1)(Conductor)	-	250	-
(Cl.16.1) (Cl.19.1)(Conductor)	-	250	-
(Cl.16.1) (Cl.19.1)(Conductor)	-	250	-
(Cl. 18.1.3) (Cl. 19.1.4) (Cl. 20.1.3) (Cl. 21.1.3) (Cl. 22.1.3)(Assembly of cores )	-	250	-
12(CONSTRUCTION Core Identification)	-	250	-
8.1(Sheath Material )	-	250	-
7(Binder Tape)	-	250	-
6.2(Filler)	-	250	-
6.1(Filler)	-	250	-
5.1(Insulation)	-	250	-
4.4(Joints in Conductor)	-	250	-
4.4(Joints in Conductor)	-	250	-
4.1(Conductor - Material)	-	250	-
4.1(Conductor - Material)	-	250	-
10.11(Persulphate Test )	-	500	-
12.0(Core identification)	-	250	-
4, IS 8130(Construction of conductor)	-	250	-
Table 2, IS 8130(No fo wire in a conductor)	-	250	-
8.3(Minimum thickness of Sheath)	-	250	-
8.3(Avarage thickness of Sheath)	-	250	-
5.3(Minimum thickness of insulation)	-	250	-
5.3(Avarage thickness of insulation)	-	250	-
table 1, 4.2(insulation resistance test)	-	2000	-
5.4(Mechanical properties before and after ageing)	-	1000	-
4.1(Material)	-	250	-
4.2(Electrical Resistance)	-	2500	-
5(INSULATION)	-	250	-
6(FILLER)	-	250	-
7(BINDER TAPE)	-	250	-
8(SHEATH)	-	250	-
9(OVERALL DIMENSIONS)	-	250	-
10.1(High Voltage Test (Water Immersion Test))	-	2500	-
10.2(High Voltage Test (at Room Temperature))	-	1000	-
10.4(Flammability Test)	-	750	-
10.5(Oxygen Index Test)	-	2500	-
10.6(Test for Halogen Acid Gas Evolution)	-	2500	-
10.7(Test for Temperature Index)	-	2500	-
10.8(Smoke Density Rating)	-	2500	-
10.9(Additional Ageing Test (for Cables for Outdoor Use)	-	3500	-
10.11(Persulphate Test)	-	1000	-
11(IDENTIFICATION)	-	250	-
12(CORE IDENTIFICATION)	-	250	-
13(CABLE CODE)	-	250	-
15(PACKING AND MARKING)	-	250	-
16.1(Construction)	-	250	-
16.2(Tests)	-	250	-
17(SINGLE CORE NON-SHEATHED CABLES WITH FLEXIBLE CONDUCTOR FOR GENERAL PURPOSE (MAXIMUM CONDUCTOR TEMPERATURE 70°C OR 85°C))	-	250	-
18(SINGLE AND MULTICORE CIRCULAR PVC INSULATED AND SHEATHED CABLES WITH RIGID CONDUCTOR (CLASS 1 AND CLASS 2) FOR GENERAL PURPOSE ) FOR MAXIMUM CONDUCTOR TEMPERATURE (70°C OR 85°C))	-	250	-
19(SINGLE AND MULTICORE CIRCULAR PVC INSULATED AND SHEATHED CABLES/CORDS WITH FLEXIBLE CONDUCTOR (CLASS 5) FOR GENERAL PURPOSE (MAXIMUM CONDUCTOR TEMPERATURE 70°C OR 85°C))	-	250	-
20(MULTICORE CIRCULAR PVC INSULATED AND SHEATHED CABLES WITH FLEXIBLE CONDUCTOR (CLASS 5) FOR GENERAL PURPOSE (FOR MAXIMUM CONDUCTOR TEMPERATURE 70°C OR 85°C))	-	250	-
21(ARALLEL TWIN AND TWISTED TWIN FLEXIBLE PVC INSULATED UNSHEATHED CORDS (CLASS 5) FOR GENERAL PURPOSE (FOR MAXIMUM CONDUCTOR TEMPERATURE 70°C OR 85°C))	-	250	-
22(TWO AND THREE CORE FLAT CABLES WITH PVC INSULATION AND SHEATHED (CLASS 2 OR 5) FOR GENERAL PURPOSE( FOR MAXIMUM CONDUCTOR TEMPERA TURE 70°C OR 85°C))	-	250	-
5.3(Thickness of Insulation)	-	-	-
(Cl.6.1.3 of IS 8130:2013)(Stranded circular non compacted conductors (Class-2))	-	-	-
table 1, 4.2(insulation resistance test)	-	-	-
5.4(Mechanical properties before and after ageing)	-	-	-
4.1(Material)	-	-	-
4.2(Electrical Resistance)	-	-	-
5(INSULATION)	-	-	-
6(FILLER)	-	-	-
7(BINDER TAPE)	-	-	-
8(SHEATH)	-	-	-
9(OVERALL DIMENSIONS)	-	-	-
10.1(High Voltage Test (Water Immersion Test))	-	-	-
10.2(High Voltage Test (at Room Temperature))	-	-	-
10.4(Flammability Test)	-	-	-
10.5(Oxygen Index Test)	-	-	-
10.6(Test for Halogen Acid Gas Evolution)	-	-	-
10.7(Test for Temperature Index)	-	-	-
10.8(Smoke Density Rating)	-	-	-
10.9(Additional Ageing Test (for Cables for Outdoor Use)	-	-	-
10.11(Persulphate Test)	-	-	-
11(IDENTIFICATION)	-	-	-
12(CORE IDENTIFICATION)	-	-	-
13(CABLE CODE)	-	-	-
15(PACKING AND MARKING)	-	-	-
16.1(Construction)	-	-	-
16.2(Tests)	-	-	-
17(SINGLE CORE NON-SHEATHED CABLES WITH FLEXIBLE CONDUCTOR FOR GENERAL PURPOSE (MAXIMUM CONDUCTOR TEMPERATURE 70°C OR 85°C))	-	-	-
18(SINGLE AND MULTICORE CIRCULAR PVC INSULATED AND SHEATHED CABLES WITH RIGID CONDUCTOR (CLASS 1 AND CLASS 2) FOR GENERAL PURPOSE ) FOR MAXIMUM CONDUCTOR TEMPERATURE (70°C OR 85°C))	-	-	-
19(SINGLE AND MULTICORE CIRCULAR PVC INSULATED AND SHEATHED CABLES/CORDS WITH FLEXIBLE CONDUCTOR (CLASS 5) FOR GENERAL PURPOSE (MAXIMUM CONDUCTOR TEMPERATURE 70°C OR 85°C))	-	-	-
20(MULTICORE CIRCULAR PVC INSULATED AND SHEATHED CABLES WITH FLEXIBLE CONDUCTOR (CLASS 5) FOR GENERAL PURPOSE (FOR MAXIMUM CONDUCTOR TEMPERATURE 70°C OR 85°C))	-	-	-
21(ARALLEL TWIN AND TWISTED TWIN FLEXIBLE PVC INSULATED UNSHEATHED CORDS (CLASS 5) FOR GENERAL PURPOSE (FOR MAXIMUM CONDUCTOR TEMPERATURE 70°C OR 85°C))	-	-	-
22(TWO AND THREE CORE FLAT CABLES WITH PVC INSULATION AND SHEATHED (CLASS 2 OR 5) FOR GENERAL PURPOSE( FOR MAXIMUM CONDUCTOR TEMPERA TURE 70°C OR 85°C))	-	-	-

Complete

26 Jul, 2027

-
-

IS 9537 : Part 3 (1983)

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

All Size & All Classification

9500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1(Marking)	-	150	-
6.2(Durability of Marking as per 6.4 of IS: 9537 (Part 1)-1980)	-	250	-
6.3(Standard Mark on Conduit)	-	150	-
7.1.1(Maximum and minimum outside diameter of socket)	-	250	-
7.1.1 Table-2(Length of Socket end)	-	150	-
7.1.2(Maximum and minimum outside diameter of conduit)	-	250	-
7.2(Minimum inside diameter of conduit)	-	250	-
7.3(Length of conduit)	-	150	-
7.4(Unifomity of The wall Thickness)	-	250	-
8.1(Construction as per clause 8 of IS: 9537 (Part 1)-1980)	-	150	-
9.2(Bending Test i) At Room Temp ii) At Low Temp (-5 ±2°C))	-	750	-
9.3(Compression Test as per caluse 9.3 of IS: 9537 (Part 1)-1980)	-	750	-
9.4(Impact Test as per clause 9.4 of IS: 9537 (Part 1)-1980)	-	1200	-
9.5(Collapse Test as per clause 9.5 of IS: 9537 (Part 1)-1980)	-	750	-
10(Resistance to Heat -Ball presure test)	-	500	-
11(Resistance to burning as per clause 11 of IS: 9537 (Part 1)-1980)	-	750	-
12(Electrical Characteristics-Test for electric strength as per clause 12.1.1 of IS: 9537 (Part 1)-1980)	-	1250	-
12(Electrical Characteristics-Insulation resistance test as per clause 12.1.2 of IS: 9537 (Part 1)-1980)	-	1250	-
13(Tests for external influence as per clause 13 of IS: 9537 (Part 1)-1980)	-	500	-
13(Tests for external influence as per clause 13 of IS: 9537 (Part 1)-1980)	-	500	-
12(3 Characteristics-Insulation resistance test as per clause 12.1.2 of IS: 9537 (Part 1)-1980)	-	1250	-
12(3 Characteristics-Test for electric strength as per clause 12.1.1 of IS: 9537 (Part 1)-1980)	-	1250	-
11.0(Resistance to burning as per clause 11 of IS: 9537 (Part 1)-1980)	-	750	-
10.0(Resistance to Heat -Ball presure test)	-	500	-
9.5 Fig.5(Collapse Test as per clause 9.5 of IS: 9537 (Part 1)-1980)	-	750	-
9.4(Impact Test as per clause 9.4 of IS: 9537 (Part 1)-1980)	-	1200	-
9.3(Compression Test (after removal of force) as per caluse 9.3.3 of IS: 9537 (Part 1)-1980)	-	750	-
9.3(Compression Test at Full force applied (On load))	-	750	-
9.2(Bending Test At Low Temp (-5 ±2°C))	-	750	-
9.2(Bending Test At Room Temp)	-	750	-
8.1(Construction as per clause 8 of IS: 9537 (Part 1)-1980)	-	150	-
7.4(Unifomity of The wall Thickness)	-	250	-
7.3(Length of conduit)	-	150	-
7.2 Fig.3(Minimum inside diameter of conduit)	-	250	-
7.1.2 Fig.2(Minimum outside diameter of conduit)	-	250	-
7.1.2 Fig.1(Maximum outside diameter of conduit)	-	250	-
7.1.1 Table-2(Length of Socket end)	-	150	-
7.1.1 Fig.8(Maximum inside diameter of socket)	-	250	-
7.1.1 Fig.7(Maximum outside diameter of socket)	-	250	-
6.3(Standard Mark on Conduit)	-	150	-
6.2(Durability of Marking as per 6.4 of IS: 9537 (Part 1)-1980)	-	250	-
6.1 - d(Marking)	-	150	-
6.1 - c(Marking)	-	150	-
6.1 - b(Marking)	-	150	-
6.1 - a(Marking)	-	150	Clauses are repeated again and again

Complete

26 Jul, 2027

-
-

IS 4923 (2017)

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

All Grade/All Type/All Size

7000 View breakup
-

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.)	-	200	-
Cl.7.1(Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	200	-
Cl.7.1(Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	200	-
Cl.7.1(Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	200	-
Cl.7.1(Silicon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	200	-
Cl.7.1(Aluminium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	200	-
Cl.7.1(Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	200	-
Cl.7.1(Niobium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	200	-
Cl.7.1(Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	200	-
Cl.7.1(Titanium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	200	-
Cl.7.1(Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	2000	-
Cl.7.1(Carbon Equivalent-IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	200	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Depth))	-	250	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Width))	-	250	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Thickness))	-	250	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Weigth))	-	250	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Area of Section))	-	200	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Moment of Inertia))	-	200	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Moment of Inertia about X-X))	-	200	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Moment of Inertia about Y-Y))	-	200	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Radius of Gyration))	-	200	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Radius of Gyration about X-X))	-	200	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Radius of Gyration about Y-Y))	-	200	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Elastic Modulus))	-	200	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Elastic Modulus about X-X))	-	200	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Elastic Modulus about Y-Y))	-	200	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Plastic Modulus))	-	200	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Plastic Modulus about X-X))	-	200	-
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Plastic Modulus about Y-Y))	-	200	-
Cl. 10.1, 14.1, 18.1(Straightness)	-	250	-
Cl. 10.2, Fig 1(Outside dimension (B))	-	250	-
Cl. 10.2, Fig 1(Outside dimension (H))	-	250	-
Cl. 10.2, Fig 1(Outside dimension (T))	-	250	-
Cl. 10.4, Fig 2(Concavity, X1)	-	250	-
Cl. 10.4, Fig 2(Convexity, X2)	-	250	-
Cl. 10.5, Fig 3(Squareness of side)	-	200	-
Cl. 10.6, Fig 4(External Corner Radius)	-	200	-
Cl. 10.7, Fig 5(Total twist, V)	-	200	-
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	-
Cl. 14.1(Weight on individual length)	-	200	-
Cl. 14.1(Weight on lots of 10 tonnes min)	-	200	-
Cl. 18, Note 2(Internal Fin Height (Only for Cold Formed))	-	200	-
7(Micro Alloying elements(Nb+V+Ti))	-	500	-
7(Carbon equivalent as CE)	-	500	-
10.4(Concavity/Convexity-SOP MT-23)	-	250	-
10.5(Squareness of corner/Sides-SOP MT-23)	-	200	-
10.6("External corner Radius/ Radii of corners-outside - SOP MT-23")	-	200	-
11(Oiling & Painting - IS 4923)	-	200	-
18.1(Height of the internal weld fin - IS 4923)	-	200	-
10.3(Thickness - IS 4923)	-	200	-
13(Marking)	-	200	-

Complete

26 Jul, 2027

-
-

IS 13592 (2013)

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

Type A & Type B

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.5(Surface colour of the pipes shall be dark shade of grey)	-	500	-
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)	-	1000	-
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).)	-	500	-
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).)	-	500	-
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).)	-	500	-
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.)	-	500	-
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.)	-	500	-
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.)	-	500	-
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.)	-	500	-
Cl.8.2(When tested by the method described in IS 12235 (Part 5), a length of pipe sample of 200 ± 20 mm shall not alter in length by more than 5 percent. In the case of socket ended pipes, this test shall be carried out on the plain portion of pipe taken at least 100 mm away from the root of the socket.)	-	500	-
Cl8.3(This test shall be carried out for socket end pipes only. When tested by the method described in IS 12235 (Part 6), the test specimens shall not show blisters, excessive delamination or cracking or signs of weld line splitting.)	-	500	-
Cl.8.4(When determined in accordance with IS 12235 (Part 2), the vicat softening temperature of the specimen shall not be less than 79°C.)	-	500	-
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)	-	1000	-
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.)	-	1000	-
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.)	-	1000	-
Cl.10.3(The axial shrinkage shall not exceed 2 percent when determined in accordance with Annex B.)	-	2000	-
Cl.11.(Jointing of solvent cementing joints is to be carried out using solvent conforming to IS 14182. Apply a pressure of 0.05 MPa for a period of 15 min and there should be no leakage at any joint.)	-	1000	-
Cl. 12, IS 12235 Part 11(Resistance to Di-Chloro-Methane )	-	1500	-
8.6(Effect on Water Test)	-	1500	-
14(Marking)	-	500	-
Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid)	-	1000	-
Cl.5(Surface colour of the pipes shall be dark shade of grey)	-	500	-
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)	-	1000	-
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).)	-	500	-
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).)	-	500	-
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).)	-	500	-
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.)	-	500	-
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.)	-	500	-
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.)	-	500	-
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.)	-	500	-
Cl.8.2(When tested by the method described in IS 12235 (Part 5), a length of pipe sample of 200 ± 20 mm shall not alter in length by more than 5 percent. In the case of socket ended pipes, this test shall be carried out on the plain portion of pipe taken at least 100 mm away from the root of the socket.)	-	1000	-
Cl8.3(This test shall be carried out for socket end pipes only. When tested by the method described in IS 12235 (Part 6), the test specimens shall not show blisters, excessive delamination or cracking or signs of weld line splitting.)	-	1000	-
Cl.8.4(When determined in accordance with IS 12235 (Part 2), the vicat softening temperature of the specimen shall not be less than 79°C.)	-	1000	-
Cl.8.5(After the required period of exposure, the tensile strengths of two samples when tested as per IS 12235 (Part 13) shall not show difference of more than 20 percent of their initial tensile strengths)	-	1000	-
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.)	-	1000	-
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.)	-	1000	-
Cl.10.3(The axial shrinkage shall not exceed 2 percent when determined in accordance with Annex B.)	-	1000	-
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.)	-	1000	-
Cl. 12, IS 12235 Part 11(Resistance to Di-Chloro-Methane )	-	1500	-
8.6(Effect on Water Test)	-	1500	-
14(Marking)	-	500	-
Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid)	-	1000	-
Cl.5(Surface colour of the pipes shall be dark shade of grey)	-	500	-
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)	-	1500	-
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).)	-	500	-
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).)	-	500	-
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).)	-	500	-
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.)	-	500	-
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.)	-	500	-
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.)	-	500	-
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.)	-	500	-
Cl.8.2(When tested by the method described in IS 12235 (Part 5), a length of pipe sample of 200 ± 20 mm shall not alter in length by more than 5 percent. In the case of socket ended pipes, this test shall be carried out on the plain portion of pipe taken at least 100 mm away from the root of the socket.)	-	1000	-
Cl8.3(This test shall be carried out for socket end pipes only. When tested by the method described in IS 12235 (Part 6), the test specimens shall not show blisters, excessive delamination or cracking or signs of weld line splitting.)	-	1000	-
Cl.8.4(When determined in accordance with IS 12235 (Part 2), the vicat softening temperature of the specimen shall not be less than 79°C.)	-	1000	-
Cl.8.5(After the required period of exposure, the tensile strengths of two samples when tested as per IS 12235 (Part 13) shall not show difference of more than 20 percent of their initial tensile strengths)	-	3000	-
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.)	-	1000	-
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.)	-	1000	-
Cl.10.3(The axial shrinkage shall not exceed 2 percent when determined in accordance with Annex B.)	-	1200	-
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.)	-	1000	-
Cl. 12, IS 12235 Part 11(Resistance to Di-Chloro-Methane )	-	10001	-
8.6(Effect on Water Test)	-	2000	-
14(Marking)	-	500	-
Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid)	-	800	-

Complete

26 Jul, 2027

-
-

IS 4984 (2016)

Polyethylene pipes for water supply - Specification (Fifth Revision)

All size & All Grade

19000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.10(Slow Crack Growth Rate)	-	3000	The Charges of complete testing is 19000 rs. plus gst. Laboratory has provided testing charges for individual test parameter. But clauses for individual tests are being repeated at some places.
8.9 table-6(Elongation at Break)	-	1000	-
8.8(Tensile Strength for Butt-fusion)	-	1000	-
8.7(Density)	-	500	-
8.5 (Oxidation Induction Time)	-	1000	-
8.4( Melt Flow Rate)	-	500	-
8.2(Longitudinal Reversion Test)	-	1000	-
8.1.2 table -5(Internal Pressure Creep Rupture Test of Pipe Joints)	-	1500	-
8,/8.1/8.1.1 table-5(PERFORMANCE REQUIREMENTS / Hydraulic Characteristics/ Internal Pressure Creep Rupture Test of Pipe)	-	5000	-
7.4.1.2(Ovality)	-	500	-
7.4 table -3 & 4(6.1 Dimensions)	-	500	-
7.2(Length)	-	500	-
6.2.1(6.1.1 Identification Stripes)	-	500	-
6.2(Colour)	-	500	-
6.1.4(PIPE DESCRIPTION)	-	500	-
6.1.3 (PIPE DESCRIPTION)	-	500	-
6, 6.1.2(PIPE DESCRIPTION)	-	500	-
6, 6.1.1(PIPE DESCRIPTION)	-	500	-
6, 6.1(PIPE DESCRIPTION)	-	500	-
8.10(Slow Crack Growth Rate)	-	3000	This Clause is repeated.
8.9,T6("Tensile - IS 4984-2016 (Annexure-H)")	-	1000	This Clause is repeated
Cl 8.3(Carbon Black Content)	-	1000	-
Cl 8.3(Carbon Black Dispersion)	-	500	-
8.6(Overall migration)	-	1500	-
Clause 7.1(Visual Apperance)	-	500	-
5.2(Density)	-	500	-
5.2,T2(Melt Flow rate(Temperature - 190oC,Mass 5kg)-IS 2530-1963)	-	1000	-
5.2(Volatile matter Content)	-	500	-
Table-2 (iii, iv)(Thermal Stability (Oxidation Induction Time), Volatile Matter)	-	1000	-
5.3 (a)(Carbon Black Master Batch)	-	500	-
5.3(c)(Carbon Black Master Batch)	-	500	-
5.3(d)(Carbon Black Master Batch)	-	500	-
5.3(e)(Carbon Black Master Batch)	-	500	-
5.3(b)(Carbon Black Master Batch)	-	500	-
5, 5.1 table-1(MATERIALS)	-	1500	-
5.2(Polyethylene Resin)	-	500	This Clause is repeated
5.2(MFI @ 1900C/5.0 Kg)	-	1000	-
5.3(Toluene Extract)	-	1000	-
7.1(Visual Appearance)	-	500	-
7.3(Coiling)	-	500	-
Clause 7.3(Coiling)	-	500	This Clause is repeated
8.3(Carbon black)	-	1000	This Clause is repeated
Clause 8.3(Carbon Black content)	-	1000	This Clause is repeated
Clause 8.3(Carbon Black Dispersion)	-	500	This Clause is repeated
Cl. 8.3(Carbon Black Content)	-	1000	This Clause is repeated
Cl. 8.3(Carbon Black Dispersion)	-	500	This Clause is repeated
Clause 8.6(Overall migration (stimulate))	-	1500	This Clause is repeated
Clause 8.6(Overall migration (surface of material))	-	1500	This Clause is repeated
8.7(Density-IS 7328:2020)	-	500	This Clause is repeated
8.7(Corrected Density- IS 7328:2020)	-	500	This Clause is repeated
8.9,T6("Elongation -IS 4984-2016 (Annexure-H)")	-	1000	This Clause is repeated
7()	-	500	-
5.4(Anti oxydent)	-	1000	-
8.10(Slow Crack Growth Rate)	-	3000	This Clause is repeated.
8.9,T6("Tensile - IS 4984-2016 (Annexure-H)")	-	1000	-
Cl 8.3(Carbon Black Content)	-	1000	This Clause is repeated.
Cl 8.3(Carbon Black Dispersion)	-	500	This Clause is repeated.
Clause 7.1(Visual Apperance)	-	500	This Clause is repeated.
5.2(Density)	-	500	-
5.2,T2(Melt Flow rate(Temperature - 190oC,Mass 5kg)-IS 2530-1963)	-	1000	-
5.2(Volatile matter Content)	-	500	-
Table-2 (iii, iv)(Thermal Stability (Oxidation Induction Time), Volatile Matter)	-	1000	-
5.2(MFI @ 1900C/5.0 Kg)	-	1000	-
5.3(Toluene Extract)	-	1000	-
7.1(Visual Appearance)	-	500	-
7.3(Coiling)	-	500	-
Clause 7.3(Coiling)	-	500	This Clause is repeated.
Clause 8.3(Carbon Black content)	-	1000	This Clause is repeated.
Clause 8.3(Carbon Black Dispersion)	-	500	This Clause is repeated.
Cl. 8.3(Carbon Black Content)	-	1000	This Clause is repeated.
Cl. 8.3(Carbon Black Dispersion)	-	500	This Clause is repeated.
Clause 8.6(Overall migration (stimulate))	-	1000	-
Clause 8.6(Overall migration (surface of material))	-	1000	-
8.7(Density-IS 7328:2020)	-	500	-
8.7(Corrected Density- IS 7328:2020)	-	500	-
8.9,T6("Elongation -IS 4984-2016 (Annexure-H)")	-	1000	-
7()	-	500	-

Complete

26 Jul, 2027

-
-

IS 4985 (2021)

UNPLASTICIZED PVC PIPES FOR POTABLE WATER SUPPLIES SPECIFICATION Fourth Revision

1-6/20-355

19500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5(CLASSIFICATION OF PIPES)	-	500	The testing charges of complete testing is 19500. But the individual test parameter clauses are being repeated at many places.
7(DIMENSIONS-PIPE-Nominal Diameter)	-	500	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Minimum))	-	500	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Mamimum))	-	500	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. Variation)	-	500	-
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Minimum))	-	500	-
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Maximum))	-	500	-
7.1.1.2(DIMENSIONS-PIPE-Ovality (Maximum))	-	500	-
7.1.2.1(DIMENSIONS-PIPE-Thickness(Minimum))	-	500	-
7.1.2.1(DIMENSIONS-PIPE-Thickness(Maximum))	-	500	-
7.1.2.1(DIMENSIONS-PIPE-Average Thickness)	-	500	-
7.2.1(DIMENSIONS-Socket)	-	500	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Minimum Length)	-	500	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Minimum))	-	500	-
7.2.1.2(a)-Table 5(DIMENSIONS-Sockets for elastomeric sealing ring joints-Minimum depth of engagement)	-	500	-
7.2.1.2-Table 4(DIMENSIONS-Sockets for elastomeric sealing ring joints-Socket inner Diameter)	-	500	-
8(SEALING RINGS)	-	500	-
9.1(PIPE ENDS)	-	500	-
10.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance)	-	500	-
10.1.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance)	-	500	-
10.2(PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity)	-	1000	-
10.4(PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test)	-	2000	-
10.5(PHYSICAL AND CHEMICAL CHARACTERISTICS- Vicat Softening Temperature)	-	2000	-
10.6(PHYSICAL AND CHEMICAL CHARACTERISTICS- Density)	-	1000	-
10.7(Sulphated Ash Content)	-	2000	-
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test))	-	5000	-
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test))	-	5000	-
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)-for Integral Sealing Ring Sockets)	-	5000	-
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Integral Sealing Ring Sockets)	-	5000	-
11.1.1(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Plumbing pipes)	-	5000	-
11.2(Resistance to External Blows at 0°C)	-	2000	-
7.2.1.2b(Maximum inner diameter of groove)	-	500	-
10.1(Colour)	-	500	-
10.1(Surface Finish)	-	500	-
7.2.1.1 Table3(Angle of taper (Note-1))	-	500	-
7.1.3(mean outside diameter, outside diameter at any point, and wall thickness of plumbing pipes)	-	500	-
7.1.4(Length)	-	500	-
13(Marking)	-	500	-
10.1(Colour)	-	500	-
10.1(Surface Finish)	-	500	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Minimum))	-	500	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Mamimum))	-	500	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. Variation)	-	500	-
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Minimum))	-	500	-
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Maximum))	-	500	-
7.1.1.2(DIMENSIONS-PIPE-Ovality (Maximum))	-	500	-
7.1.2.1(DIMENSIONS-PIPE-Thickness(Minimum))	-	500	-
7.1.2.1(DIMENSIONS-PIPE-Thickness(Maximum))	-	500	-
7.1.2.1(DIMENSIONS-PIPE-Average Thickness)	-	500	-
7.2.1(DIMENSIONS-Socket)	-	500	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Minimum Length)	-	500	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Minimum))	-	500	-
7.2.1.2(a)-Table 5(DIMENSIONS-Sockets for elastomeric sealing ring joints-Minimum depth of engagement)	-	500	-
7.2.1.2-Table 4(DIMENSIONS-Sockets for elastomeric sealing ring joints-Socket inner Diameter)	-	500	-
8(SEALING RINGS)	-	500	-
9.1(PIPE ENDS)	-	500	-
10.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance)	-	500	-
10.1.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance)	-	500	-
10.2(PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity)	-	1000	-
10.4(PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test)	-	2000	-
10.5(PHYSICAL AND CHEMICAL CHARACTERISTICS- Vicat Softening Temperature)	-	2000	-
10.6(PHYSICAL AND CHEMICAL CHARACTERISTICS- Density)	-	1000	-
10.7(Sulphated Ash Content)	-	2000	-
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test))	-	5000	-
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test))	-	5000	-
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)-for Integral Sealing Ring Sockets)	-	5000	-
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Integral Sealing Ring Sockets)	-	5000	-
11.1.1(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Plumbing pipes)	-	5000	-
11.2(Resistance to External Blows at 0°C)	-	2000	-
7.2.1.2b(Maximum inner diameter of groove)	-	500	-
7.2.1.1 Table3(Angle of taper (Note-1))	-	500	-
7.1.3(mean outside diameter, outside diameter at any point, and wall thickness of plumbing pipes)	-	500	-
7.1.4(Length)	-	500	-
13(Marking)	-	500	-
10.3(Effect on Water Test)	-	3000	-
5(CLASSIFICATION OF PIPES)	-	500	-
7(DIMENSIONS-PIPE-Nominal Diameter)	-	500	-
6.1.2(PVC Resin)	-	2000	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Maximum))	-	500	-
7.2.1(DIMENSIONS-Socket)	-	500	-

Complete

26 Jul, 2027

-
-

IS 16720 (2018)

Pulverized Fuel Ash-Cement Bricks- Specification

ALL

6500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1 and fig.1A &1B(Dimensions- Length (L) )	-	500	-
4.1 and fig.1A &1B(Dimensions- Width (B) )	-	500	-
4.1 and fig.1A &1B(Dimensions- Height (H))	-	500	-
4.1 & 4.3 and fig.1A &1B(Dimensions - Depth)	-	500	-
4.1 and fig.1A &1B(Dimensions)	-	500	-
8.1(GENERAL)	-	500	-
8.3(Density Annex C of IS 2185 (Part 1))	-	500	-
8.4 and Table 1(Compressive Strength - Average IS 3495 (Part 1))	-	500	-
8.5(Drying Shrinkage IS 4139)	-	500	-
8.6(Water Absorption IS 3495 (Part 2))	-	500	-

Complete

26 Jul, 2027

-
-

IS 12894 (2002)

Pulverized fuel ash - Lime bricks - Specification

all

6500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General Requirements)	-	500	-
3.2(General Requirements)	-	500	-
3.3(General Requirements)	-	500	-
3.4(General Requirements)	-	500	-
3.5(General Requirements)	-	500	-
5.1(Dimensions)	-	500	-
5.2(Tolerance)	-	500	-
7.1, Table -1(Average Wet Compressive Strength)	-	2000	-
7.2(Drying Shrinkage)	-	500	-
7.3(Efflorescence Test)	-	500	-
7.4(Water Absorption)	-	500	-
3.1(General Requirements)	-	500	-
3.2(General Requirements)	-	500	-
3.3(General Requirements)	-	500	-
3.4(General Requirements)	-	500	-
3.5(General Requirements)	-	500	-
5.1(Dimensions)	-	500	-
5.2(Tolerance)	-	500	-
7.1, Table -1(Average Wet Compressive Strength)	-	2000	-
7.2(Drying Shrinkage)	-	500	-
7.3(Efflorescence Test)	-	500	-
7.4(Water Absorption)	-	500	-

Complete

26 Jul, 2027

-
-

IS 2185 : Part 3 (1984)

Concrete Masonry Units Part 3 Autoclaved Cellular Aerated Concrete Blocks

ALL

20000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7(SURI'ACE TUTUU AND FINISH)	-	500	-
8(Physical requirments)	-	1000	-
8.2(Physical requirments-Dimensions-Length)	-	500	-
8.2(Physical requirments-Dimensions-Height)	-	500	-
8.2(Physical requirments-Dimensions-Width)	-	500	-
8.3(Physical requirments- Block density)	-	3000	-
8.4(Physical requirments- Compressive strength)	-	3000	-
8.5(Thermal Conductivity)	-	8000	-
8.6( Drying Shrinkage )	-	3000	-
7(SURI'ACE TUTUU AND FINISH)	-	-	-
8(Physical requirments)	-	-	-
8.2(Physical requirments-Dimensions-Length)	-	-	-
8.2(Physical requirments-Dimensions-Height)	-	-	-
8.2(Physical requirments-Dimensions-Width)	-	-	-
8.3(Physical requirments- Block density)	-	-	-
8.4(Physical requirments- Compressive strength)	-	-	-
8.5(Thermal Conductivity)	-	-	-
8.6( Drying Shrinkage )	-	-	-

Complete

26 Jul, 2027

-
-

IS 15658 (2021)

Concrete Paving Blocks - Specification ( First Revision )

ALL GRADE

25000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 7.1.1 (General Quality)	-	500	-
Clauses 7.1.2 & 9.1.2 (Visual Inspection)	-	500	-
Clause 7.1.3 (Colour and Texture)	-	500	-
Clause 7.2, Table No. 2, SI No. (i) (Width, W)	-	500	-
Clause 7.2, Table No. 2, SI No. (ii) (Length, L)	-	500	-
Clause 7.2, Table No. 2, SI No. (iii) (Thickness, Th)	-	500	-
Clause 7.2, Table No. 2, SI No. (iv) (Aspect Ratio, L/Th)	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width)	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth)	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer)	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp))	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp))	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness)	-	500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens))	-	1000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption)	-	1000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens))	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens))	-	2000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens))	-	2000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength )	-	3000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength )	-	4000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles)	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles)	-	5000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles)	-	10000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles)	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles)	-	5000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles)	-	10000	-
Clause 7.1.1 (General Quality)	-	500	-
Clauses 7.1.2 & 9.1.2 (Visual Inspection)	-	500	-
Clause 7.1.3 (Colour and Texture)	-	500	-
Clause 7.2, Table No. 2, SI No. (i) (Width, W)	-	500	-
Clause 7.2, Table No. 2, SI No. (ii) (Length, L)	-	500	-
Clause 7.2, Table No. 2, SI No. (iii) (Thickness, Th)	-	500	-
Clause 7.2, Table No. 2, SI No. (iv) (Aspect Ratio, L/Th)	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width)	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth)	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer)	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp))	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp))	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness)	-	500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens))	-	1000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption)	-	1000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens))	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens))	-	2000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens))	-	2000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength )	-	3000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength )	-	4000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles)	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles)	-	5000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles)	-	10000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles)	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles)	-	5000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles)	-	10000	-

Complete

26 Jul, 2027

-
-

IS 383 (2016)

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

All Sizes

6000 View breakup
Rs.6000/- for Mechanical (10% discount to BIS)

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	100	-
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	100	-
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	100	-
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	100	-
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	100	-
6.2-Table 7(vi)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 12.5 mm sieve)	-	100	-
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	100	-
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	100	-
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	100	-
6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve)	-	100	-
6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve)	-	100	-
6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve)	-	100	-
6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve)	-	100	-
6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve)	-	100	-
6.2-Table 7(vii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 10 mm sieve)	-	100	-
6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve)	-	100	-
6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve)	-	100	-
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve )	-	100	-
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve )	-	100	-
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve )	-	100	-
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve )	-	100	-
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve )	-	100	-
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve )	-	100	-
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve )	-	100	-
6.4-Table 10(i)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 80mm Sieve )	-	100	-
6.4-Table 10(ii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 40mm Sieve )	-	100	-
6.4-Table 10(iii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 20mm Sieve )	-	100	-
6.4-Table 10(iv)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 4.75mm Sieve )	-	100	-
6.4-Table 10(v)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 600µm Sieve )	-	100	-
6.4-Table 10(vi)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 150µm Sieve )	-	100	-
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	2000	-
5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	2000	-
5.4.2(a)( Aggregates Impact Value)	-	1000	-
5.4.2(b)( Aggregates Impact Value)	-	1000	-
5.4.3(a)( Aggregate Abrasion Value)	-	1000	-
5.4.3(b)( Aggregate Abrasion Value)	-	1000	-
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	1000	-
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	1000	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate))	-	1000	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate))	-	1000	-

Complete

26 Jul, 2027

-
Exclusion: Petrography (cl.5.2.1, Table-2 & Note-2)

IS 1239 : Part 1 (2004)

Steel Tubes, Tubulars and Other Wrought Steel Fittings : Part 1 Steel Tubes (BI-LINGUAL)

All Types

3000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 14.1(Tensile Strength)	-	350	-
Clause 14.1.1(Elongation Percent)	-	200	-
Cl. 14.2(Bend Test (uto and including 50 mm NB))	-	250	-
Cl. 14.3(Flattening test (Over 50 mm NB))	-	250	-
Cl. 8 Table 3,4 & 5(Outside Diameter)	-	150	-
Cl. 8, 9 Table 3,4 & 5(Thickness)	-	150	-
Cl. 8, 9 Table 3,4 & 5(Mass of Tube)	-	150	-
Cl. 6.5(Height of Internal Fin)	-	150	-
Cl. 15(Workmanship)	-	150	-
6.2 AND AS PER IS 10748(CARBON)	-	200	-
6.2 AND AS PER IS 10748(SULPHUR)	-	200	-
6.2 AND AS PER IS 10748(PHOSPHORUS)	-	200	-
6.2 AND AS PER IS 10748(MANGANESE)	-	200	-
6.2 AND AS PER IS 10748(CARBON EQUIVALENT)	-	200	-
6.2 AND AS PER IS 10748(SILICON)	-	200	-
Cl 15(Workmanship)	-	150	-
6.2 AND AS PER IS 10748(CARBON)	-	200	-
6.2 AND AS PER IS 10748(SULPHUR)	-	200	-
6.2 AND AS PER IS 10748(PHOSPHORUS)	-	200	-
6.2 AND AS PER IS 10748(MANGANESE)	-	200	-
6.2 AND AS PER IS 10748(CARBON EQUIVALENT)	-	200	-

Complete

26 Jul, 2027

-
-

IS 1786 (2008)

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

12000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 8.1 Table 3(Tensile Strength (TS))	-	150	-
Cl. 8.1 Table 3(Yield Stress (YS))	-	150	-
Cl. 8.1 Table 3(Elongation, percentage)	-	150	-
Cl. 8.1 Table 3(Total Elongation at Maximum Force)	-	150	-
Cl. 7.2 Table -2 (Nominal Mass)	-	200	-
Cl. 9.3, Table 4(Bend Test )	-	300	-
Cl.9.4 & Cl. 9.4.1(Rebend test)	-	300	-
Cl 5(Deformations and Surface Characteristics)	-	350	-
5.7(Pull-out test - IS:2770(P1))	-	5000	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON )	-	250	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR)	-	250	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 PHOSPHURS)	-	250	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 MANGANESE)	-	250	-
Cl.4.2 of IS 1786 (Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	250	-
Cl.4.2 of IS 1786 (Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	250	-
Cl.4.2 of IS 1786 (Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	250	-
Cl.4.2 of IS 1786 (Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	250	-
4.2(Niobium (Nb))	-	250	-
4.2(Boron (B))	-	250	-
Cl.4.2 of IS 1786 (Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	250	-
Cl.4.2 of IS 1786 (Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	2000	-
Cl. 5.7(Bond Strength at 0.25 mm slip)	-	250	-
Cl. 8.1 Table 3(TS/YS ratio)	-	250	-
Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), )	-	250	-
Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A)	-	250	-
4.3(Rolling and cold working of bars/wire)	-	250	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR+PHOSPHUR)	-	250	-
Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D)(Carbon Equivalent)	-	250	-
4.1( Aluminium %)	-	250	-
Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs)	-	250	-
Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs)	-	250	-

Complete

26 Jul, 2027

-
-

IS 1239 : Part 1 (2004)

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

ALL TYPES

3000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 14.1(Tensile Strength)	-	350	-
Clause 14.1.1(Elongation Percent)	-	200	-
Cl. 14.2(Bend Test (uto and including 50 mm NB))	-	250	-
Cl. 14.3(Flattening test (Over 50 mm NB))	-	250	-
Cl. 8 Table 3,4 & 5(Outside Diameter)	-	150	-
Cl. 8, 9 Table 3,4 & 5(Thickness)	-	150	-
Cl. 8, 9 Table 3,4 & 5(Mass of Tube)	-	150	-
Cl. 6.5(Height of Internal Fin)	-	150	-
Cl. 15(Workmanship)	-	150	-
6.2 AND AS PER IS 10748(CARBON)	-	200	-
6.2 AND AS PER IS 10748(SULPHUR)	-	200	-
6.2 AND AS PER IS 10748(PHOSPHORUS)	-	200	-
6.2 AND AS PER IS 10748(MANGANESE)	-	200	-
6.2 AND AS PER IS 10748(CARBON EQUIVALENT)	-	200	-
6.2 AND AS PER IS 10748(SILICON)	-	200	-

Complete

26 Jul, 2027

-
-

IS 16415 (2015)

Composite cement - Specification

ALL GRADES

4025 View breakup
Rs.4025/- for Mechanical + Chemical (10% discount to BIS)

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7 and Table 3 i(Fineness IS 4031(Part 2))	-	300	-
7 and Table 3 ii a(Soundness, Le-Chate1ier expansion IS 4031(Part 3) )	-	250	-
7 and Table 3 ii b(Soundness, Autoclave expansion IS 4031(Part 3) )	-	250	-
7 and Table 3 iii a(Setting Time ( by Vicat Apparatus), Initial IS 4031(Part 5))	-	150	-
7 and Table 3 iii b(Setting Time ( by Vicat Apparatus ), Final IS 4031(Part 5))	-	150	-
7 and Table 3 iv a(Compretsive Strenqth .72 ± 1 hr IS 4031(Part 6))	-	150	-
7 and Table 3 iv b(Compretsive Strenqth 168 ± 2 hr IS 4031(Part 6))	-	150	-
7 and Table 3 iv c(Compretsive Strenqth 672 ± 4 hr IS 4031(Part 6))	-	200	-
7 and Table 3 v(Drying shrinkage IS 4031(Part 10))	-	300	-
6 -Table - 2 i(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	350	-
6 -Table - 2 ii(Magnesia - Cl 4.8 of IS 4032:1985)	-	350	-
6 -Table - 2 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	350	-
6 -Table - 2 iv(Sulphide sulphur (S) - Cl 6.12 of IS 4032:1985)	-	400	-
6 -Table - 2 v(Loss on ignition - Cl 4.2 of IS 4032:1985)	-	325	-
6 -Table - 2 vi(Chloride content - Cl 4.13 of IS 4032:1985)	-	350	-

Complete

26 Jul, 2027

-
Except Transverse Strength

IS 1489 (Part 1) (2015)

Portland pozzolana cement - Specification: Part 1 fly Ash Based

3550 View breakup
Rs.3350/- for Mechanical + Chemical (10% discount to BIS)

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	300	-
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	300	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	300	-
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	250	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	250	-
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	225	-
7 -Table 2- i(Fineness 4031 Part 2)	-	200	-
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	200	-
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	250	-
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	150	-
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	200	-
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	150	-
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	150	-
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	200	-
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	225	-

Complete

26 Jul, 2027

-
Except Transverse Strength

IS 1161 (2014)

Steel tubes for structural purposes - Specification (Fifth Revision)

ALL TYPES

3025 View breakup
Rs.1150/- for Mechanical Tests (up to & including 50 mm NB), Rs.1750/- for Mechanical Tests (Above 50 mm NB) Rs.1275/- for Chemical Tests, Rs.2425/- for Complete Tests (up to & including 50 mm NB) Rs.3025/- for Complete Tests (Above 50 mm NB) 10% discount to BIS

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 11(Tensile Test, Flattening Test & Cold Bend Test)	-	1050	Rs. 650/- up to and including 50 mm NB
Cl 6(Outer Diameter, Thickness & Mass)	-	500	Rs. 300/- up to and including 50 mm NB
Cl 7(Workmanship)	-	200	-
Clause - 5.1, Table-3( CARBON)	-	200	-
Clause - 5.1, Table-3(SULPHUR)	-	150	-
Clause - 5.1, Table-3(PHOSPHURS)	-	150	-
Clause - 5.1, Table-3(MANGANESE)	-	200	-
5 AND AS PER IS 10748(CARBON EQUIVALENT)	-	150	-
8 AND AS PER IS 4736(MASS OF ZINC COATING)	-	225	-
8 AND AS PER IS 4736(UNIFORMITY OF ZINC COATING)	-	200	-

Complete

26 Jul, 2027

-
-

IS 1489 : Part 2 (2015)

Portland - Pozzolana cement - Specification: Part 2 calcined clay based

3350 View breakup
Rs.3350/- for Mechanical + Chemical (10% discount to BIS)

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	300	-
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	300	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	300	-
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	250	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	250	-
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	225	-
7 -Table 2- i(Fineness 4031 Part 2)	-	200	-
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	200	-
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	250	-
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	150	-
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	200	-
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	150	-
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	150	-
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	200	-
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	225	-

Complete

26 Jul, 2027

-
Except Transverse Strength

IS 269 (2015)

Ordinary portland cement - Specification (Sixth Revision)

All Grades

3200 View breakup
Rs.3200/- for Mechanical + Chemical (10% discount to BIS)

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1 Table-2 i.(Ratio of percentage of lime to percentage of silica, alumina and iron oxide)	-	267	By calculation
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide)	-	267	By calculation
6.1 Table-2 iii.(Insoluble residue)	-	267	By testing
6.1 Table-2 iv(Magnesia)	-	267	By testing
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride)	-	267	By testing
6.1 Table-2 vi(Loss on ignition)	-	267	By testing
6.1 Table-2 vii(Chloride content)	-	267	By testing
6.1 Table-2 viii(Alkali content)	-	267	By testing
7 Table-3 i.(Fineness)	-	267	By testing
7 Table-3 ii a(Expansion by Le Chatelier)	-	267	By testing
7 Table-3 ii b(Expansion by Autoclave)	-	267	By testing
7 Table-3 iii a(Setting Time Initial)	-	267	By testing
7 Table-3 iii b(Setting Time Final)	-	267	By testing
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	266	By testing
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	266	By testing
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	266	By testing

Complete

26 Jul, 2027

-
Except Transverse Strength

Bureau of Indian Standards

The National Standards Body of India

AADCO TESTING & RESEARCH LABORATORY PVT LTD

F 28 BULANDSHAHAR ROAD INDUSTRIAL AREA, GHAZIABAD, Ghaziabad, Uttar Pradesh, 201009

9555443495 aadcolab@gmail.com

Scope List