BIS - LIMS (Laboratory Information Management System)

CIPET: CENTRE FOR SKILLING AND TECHNICAL SUPPORT (CSTS) - AURANGABAD

Plot No. J-3/2, MIDC Industrial Area, Chikalthana, Jalgaon Road, Aurangabad - 431 006, AURANGABAD, Aurangabad, Maharashtra, 431006

7890926806 [email protected]

Scope List

Reset

51 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 15532 (2004)

Plastics crates for fruits and vegetables - Specification

11250 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.2(Material)	-	2000	-
3.3(Shape, Dimensions and Design)	-	500	-
3.4(Mass)	-	250	-
3.5(Appearance and Surface Finish)	-	300	-
3.6(Dimensional Stability)	-	700	-
3.7(Confluence Line Strength)	-	1100	-
3.8.1(Compressive Strength (Resistance to Applied Load))	-	1100	-
3.8.2(Resistance to Drop)	-	1100	-
3.9(Resistance to Environmental Stress Cracking)	-	1200	-
3.10.1(Suspension Test)	-	2200	-
3.10.2(Free-Fall Test)	-	0	INCLUDED IN SUSPENSION TEST

Complete

31 Dec, 2023

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IS 10124 : Part 13 (2009)

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

800 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General)	-	300	-
3.2.2, Table 2(Dimension of 11 1/4° bends for Elastomeric sealing ring joint)	-	500	-
3.2.2, Table 1(Dimension of 11 1/4° bends)	-	0	included in dimension
3.2.3(Socket, Measurement)	-	0	included in dimension

Complete

31 Dec, 2023

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IS 10124 : Part 12 (2009)

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

800 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General)	-	300	-
3.2.2, Table 1(Dimensions of 22 ½ deg Bends)	-	500	-
3.2.2, Table 2(Dimensions of 22 ½ deg Bend for Elastomeric Sealing Ring Joint)	-	0	included in dimension
3.2.3(Socket, measurements)	-	0	included in dimension

Complete

31 Dec, 2023

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IS 10124 : Part 10 (2009)

Fabricated pvc - U fittings for potable water supplies - Specification: Part 10 specific requirements for 45 degree bends (Second Revision)

800 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General)	-	300	-
3.2, 3.2.1, Fig 2(Manufacture)	-	0	INCLUDED IN GENERAL
3.2.2, Fig 1, table 1(Dimensions)	-	500	-
3.2.3(the socket measurement shall comply with IS 10124 (Part 1).)	-	0	INCLUDED IN DIMENSION
Table 1 (Clause 3.2.2, and Fig. 1)(Dimensions of 45o Bend)	-	0	INCLUDED IN DIMENSION
Table 2 (Clause 3.2.2, and Fig. 2)(Dimensions of 45° Bend for Elastomeric Sealing Ring Joint)	-	0	INCLUDED IN DIMENSION

Complete

31 Dec, 2023

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IS 10124 : Part 11 (2009)

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

800 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General)	-	300	-
3.2.2, Table 1(Dimensions of 30 deg Bends)	-	500	-
3.2.2, Table 2(Dimensions of 30 deg Bend for Elastomeric Sealing Ring Joint)	-	0	INCLUDED IN DIMENSION

Complete

31 Dec, 2023

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IS 10124 : Part 9 (2009)

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

800 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General)	-	300	-
3.2, 3.2.1, Fig 2(Manufacture)	-	0	INCLUDED IN GENERAL
3.2.2, Fig 1, table 1(Dimensions)	-	500	-
3.2.3(the socket measurement shall comply with IS 10124 (Part 1).)	-	0	INCLUDED IN DIMENSION
Table 1 (Clauses 3.2.2, 3.2.3, and Fig. 1)(Dimensions of 60o Bends)	-	0	INCLUDED IN DIMENSION
Table 2 (Clause 3.2.2, and Fig. 2)(Dimensions of 60o Bend for Elastomeric Sealing Ring Joint)	-	0	INCLUDED IN DIMENSION

Complete

31 Dec, 2023

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IS 10124 : Part 8 (2009)

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

800 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General)	-	300	-
3.2, 3.2.1, Fig 2(Manufacture)	-	0	INCLUDED IN GENERAL
3.2.2, Fig 2, table 2(Dimensions)	-	500	-
3.2.3(the socket measurement shall comply with IS 10124 (Part 1).)	-	0	INCLUDED IN DIMENSION
Table 1 (Clause 3.2.2, and Fig. 1)(Dimensions of 90o Bends)	-	0	INCLUDED IN DIMENSION
Table 2 (Clause 3.2.2, and Fig. 2)(Dimensions of 90o Bend for Elastomeric Sealing Ring Joint)	-	0	INCLUDED IN DIMENSION

Complete

31 Dec, 2023

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IS 10124 : Part 7 (2009)

Fabricated pvc - U fittings for potable water supplies - Specification: Part 7 specific requirements for threaded adaptors (Second Revision)

800 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General)	-	300	-
3.2(Materials)	-	0	INCLUDED IN GENERAL
3.3, 3.3.1, Fig 1(Manufacture)	-	0	INCLUDED IN GENERAL
3.3.2, table 1, fig 1(Dimensions)	-	500	-
3.3.3(socket measurement shall comply with IS 10124 (Part 1).)	-	0	INCLUDED IN DIMENSION
Table 1 (Clauses 3.3.1 and 3.3.2)(Dimensions of Threaded Adaptors)	-	0	INCLUDED IN DIMENSION

Complete

31 Dec, 2023

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IS 10124 : Part 6 (2009)

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

800 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General)	-	300	-
3.2, 3.2.1, Fig 1(Manufacture)	-	0	INCLUDED IN 3.1
3.2.2, Fig 2, table 2(Dimensions)	-	500	-
Table 1 (Clause 3.2.2, and Fig. 1)(Dimensions of PVC Flanged Tail Piece with Metallic Flanges)	-	0	INCLUDED IN DIMENSION
Table 2 (Cl.3.2.2, and Fig.1)(Dimensions of Flanged Tail Piece with Metallic Flange for Elastomeric Sealing Ring Joint)	-	0	INCLUDED IN DIMENSION

Complete

31 Dec, 2023

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IS 10124 : Part 5 (2009)

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

800 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General)	-	300	-
3.2, 3.2.1, Fig 1(Manufacture)	-	0	INCLUDED IN 3.1
3.2.2, Fig 1(Dimensions)	-	500	-
Table 1(Cl.3.2.2, and Fig.1)(Dimensions of Equal Tees)	-	0	INCLUDED IN DIMENSION

Complete

31 Dec, 2023

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IS 10124 : Part 4 (2009)

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

800 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General)	-	300	-
3.2, 3.2.1, Fig 1(Manufacture)	-	0	INCLUDED IN 3.1
3.2.2, Fig 1(Dimensions)	-	500	-
Table 1(Cl.3.2.2, and Fig.1)(Dimensions of Caps)	-	0	INCLUDED IN DIMENSIONS

Complete

31 Dec, 2023

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IS 10124 : Part 3 (2009)

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

800 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General)	-	300	-
3.2, 3.2.1, Fig 1(Manufacture)	-	0	COVERED IN 3.1
3.2.2, Fig 1(Dimensions)	-	500	-
Table-1 (cl.3.2.2, Fig 1)(Dimensions of Straight Reducers)	-	0	COVERED IN 3.2.2
Strength requiement for Seat Cl9.1(The seat shall withstand the load of 1150 N for 30 minutes without permanent distortion of the seat or the hinge fittings or damage to any finish.)	-	0	-

Complete

31 Dec, 2023

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IS 4985 (2021)

UNPLASTICIZED PVC PIPES FOR POTABLE WATER SUPPLIES SPECIFICATION Fourth Revision

31025 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
10.1(Colour)	-	300	-
10.1(Surface Finish)	-	300	-
7.2.1.1 Table3(Angle of taper (Note-1))	-	250	-
10.7(Sulphated Ash Content)	-	950	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Minimum))	-	250	-
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Minimum))	-	250	-
7.1.2.1(DIMENSIONS-PIPE-Thickness(Minimum))	-	250	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Minimum Length)	-	250	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Minimum))	-	250	-
9.1(PIPE ENDS)	-	300	-
10.2(PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity)	-	575	-
10.4(PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test)	-	1000	700+300
10.5(PHYSICAL AND CHEMICAL CHARACTERISTICS- Vicat Softening Temperature)	-	1100	-
10.6(PHYSICAL AND CHEMICAL CHARACTERISTICS- Density)	-	500	-
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test))	-	11000	-
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test))	-	850	-
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)-for Integral Sealing Ring Sockets)	-	11000	-
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Integral Sealing Ring Sockets)	-	850	-
11.1.1(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Plumbing pipes)	-	850	-
11.2(Resistance to External Blows at 0°C)	-	1400	1100+300
10.3(Effect on Water Test)	-	3000	-
6.1.2(PVC Resin)	-	4100	3000+1100

Complete

31 Dec, 2023

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IS 17425 (2020)

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

65550 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5(Dimensions of pipe - i) Outside diameter)	-	250	-
5(Dimensions of pipe - ii) Wall thickness minimum)	-	250	-
6(Visual Appearance)	-	300	-
7.1(Hydraulic Characteristics - Quality test)	-	4800	-
7.1(Hydraulic Characteristics - Acceptance test)	-	1600	-
7.2(Reversion Test)	-	1000	700+300
7.3(Tensile Test- i) Tensile Strength)	-	1350	1100+250
7.3(Tensile Test - ii)Elongation at Break)	-	0	-
7.4(Fusion Compatibility Test- a) Quality test)	-	4800	-
7.4(Fusion Compatibility Test- b) Acceptance test)	-	1600	-
7.5(Density)	-	500	-
7.6(Melt Flow Rate)	-	1100	-
4.2(Carbon black- a)carbon content)	-	925	-
4.2(Carbon black- b) Dispersion of carbon black)	-	700	-
7.4 Table-2(Fusion Compatibility Test)	-	4800	-
6.1(VISUAL APPEARANCE)	-	300	-
5.1.2(Ovality)	-	250	-
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.’)	-	1100	-
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.)	-	500	-
Cl. 4.2 , IS 2530-1963, Cl. 10(Cabon Black Content)	-	925	-
4.1.3(Workmanship and appearance)	-	300	-
4.1.4(Holding attachments for coupler parts)	-	850	-
4.1.5(Rubber rings- A)Shore hardness (Shore-A))	-	375	-
4.1.5(Rubber rings- B) Change in hardness)	-	4575	375 + 4200 (HEATING CHARGES FOR 7 DAYS)
6.1.3(Weldability Test- a) Quality test)	-	4800	-
6.1.3(Weldability Test- b) Acceptance test)	-	1600	-
4.1 (a)(Quick Coupled Male and Female Couplers)	-	500	-
4.1 (b)(HDPE couplers —)	-	2200	-
6.1.1, 6.1.1.1(Leakage Test)	-	850	-
6.1.2, 6.1.2.1(Hydraulic Proof Test)	-	850	-

Complete

31 Dec, 2023

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IS 16008 : Part 2 (2016)

Agro textiles “ Shade nets for agriculture and horticulture purposes “ Specification Part 2 Shade nets made from mono filament yarns (first revision)

22760 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.0(Material)	-	1050	-
4.1(HDPE Mono filament)	-	2500	-
4.2(Fabric)	-	500	-
4.3(Colour)	-	300	-
6.1(Dimensions and mass)	-	250	-
6.2 Table 1(Mass g/m2,Min)	-	500	-
6.2 Table 1(Average breaking strength of shade nets fabric (Strip method,Warpway,Weftway 325 mm × 50 mm test piece with gauge length of 200 mm), N, Min )	-	2200	-
6.2 Table 1(Warpway Weftway)	-	2200	-
6.2 Table 1(Retention of breaking strength after UV exposure, N, Min)	-	8260	-
6.2 Table 1(Colour fastness to artificial light1)	-	850	-
6.2 Table 1(Bursting pressure, kgf/cm2, Min)	-	1000	-
6.2 Table 1(Shading %)	-	700	-

Complete

31 Dec, 2023

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IS 16008 : Part 1 (2016)

Agro textiles “ Shade nets for agriculture and horticulture purposes “ Specification Part 1 Shade nets made from tape yarns (first revision)

20960 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1(Dimensions and Mass - IS 1954)	-	500	-
6.2 Table 1(Mass - IS 1964)	-	500	-
6.2 Table 1(Average breaking strength of shade nets fabric (Strip method, 325 mm x 50 mm test piece with gauge length of 200 mm) - IS 1969 (Part 1))	-	1100	-
6.2 Table 1(Average breaking strength of shade nets fabric (Strip method, 325 mm x 50 mm test piece with gauge length of 200 mm) - IS 1969 (Part 1))	-	1100	-
6.2 Table 1(Retention of breaking strength after UV exposure - IS 1969 (Part 1))	-	2200	1100+1100
6.2 Table 1(Colour fastness to artificial light, IS 2454)	-	850	-
6.2 Table 1(Bursting Pressure, IS 1966 (Part 1 or 2))	-	1000	-
6.2 Table 1(Shading Percentage)	-	700	-
4.3, 4(Colour)	-	300	-
4.2, 4(Fabric )	-	250	-
4.1.1, 4(HDPE Tapes Heat shrinkage )	-	700	-
4.1, 4( HDPE Tapes Linear density )	-	250	-
4.1, 4(HDPE Tapes Width )	-	250	-
4.1, 4(HDPE Tapes UV stabilizer)	-	2000	-
4.1, 4(HDPE Tapes Material Identification )	-	2000	-

Complete

31 Dec, 2023

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IS 14543 (2016)

Packaged drinking water (Other Than Packaged Natural Mineral Water) - Specification (Second Revision)

9250 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6(Overall Migration)	-	2000	1700+300
6(Colour Migration)	-	2000	1700+300
10.0(Water potability test-taste)	-	2900	-
10.0(Water potability test - odour)	-	0	-
4.6.5(Colour Migration (cap))	-	2000	1700+300
4.6.6(Overall Migration-caps)	-	2000	1700+300
4.6.5(Overall Migration-bottles)	-	2000	1700+300
4.6.4(Drop test)	-	1000	-
4.6.3( Air pressure leakage test)	-	1000	-
4.6.3( Vibration leakage test )	-	1000	-
4.6.3( Clousure leakage test)	-	1000	-
4.6.2(Transparency)	-	700	-
4.5(Thickness- Bottom)	-	250	-
4.5(Thickness- Middle)	-	0	-
4.5(Thickness- Top)	-	0	-
4.4(Brirnful Capacity )	-	250	-
4.3(Workn-ranship, Finish & Appearance)	-	300	-
4.2(Design, Shape & Dimension)	-	300	-

Complete

31 Dec, 2023

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IS 16352 (2020)

Geosynthetics – High density polyethylene (HDPE) geomembranes for lining – Specification (first revision)

160675 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5,3.1, Table1,x) Type I / II / III / IV / V / VI / VII IS 2530(Carbon black content)	-	925	--
5,3.1, Table2,iii) Type I / II / III / IV / V / VI Annex K(Lowest individual of 10 thickness value)	-	1800	--
5,3.1, Table1,iii) Type I / II / III / IV / V / VI / VII Method A of IS 13162 (Part 3)(Lowest individual of 10 thickness value)	-	750	Length, Width & thickness
5,3.1, Table 2,v) d) Type I / II / III / IV / V / VI Annex B(Tensile properties: Breaking elongation)	-	2700	--
5,3.1, Table1,xv) Type I / II / III / IV / V / VI / VII Annex J(Stress crack resistance)	-	1350	--
5,3.1, Table 2,xvi) Type I / II / III / IV / V / VI Annex J(Stress crack resistance)	-	1350	--
5,3.1, Table1,xii) Type I / II / III / IV / V / VI / VII ISO 11357 (Part 6) or ASTM D 5885(Oxidative induction time (OIT) : a) Standard OIT or b) High pressure OIT)	-	0	--
5,3.1, Table1,xiii) Type I / II / III / IV / V / VI / VII Oven method of IS 7016 (Part 8), ISO 11357-6 and ASTM D 5885(Oven ageing at 85°C, Retention of oxidative induction time (OIT) after 90 days : a) Standard OIT or b) High pressure OIT)	-	54000	--
5,3.1, Table 2,xiv) Type I / II / III / IV / V / VI Oven method of IS 7016 (Part 8), ISO 11357-6 and ASTM D 5885(Oven ageing at 85°C, Retention of oxidative induction time (OIT) after 90 days : a) Standard OIT or b) High pressure OIT)	-	2200	--
3, 3.1(MATERIAL AND MANUFACTURE)	-	0	--
3, 3.2(MATERIAL AND MANUFACTURE If two or more pieces of geomembranes are used, the material shall be joined together by a suitable heat sealing process keeping an overlap of at least 2.5 cm. )	-	0	--
5,3.1, Table1,v) Type I / II / III / IV / V / VI / VII Annex C(Tear resistance)	-	1350	--
5,3.1, Table 2,vii) Type I / II / III / IV / V / VI Annex D(Puncture resistanc)	-	1100	--
5,3.1, Table1,vii) Type I / II / III / IV / V / VI / VII Annex E(Low temperature crack resistance at minus 30°C±1°C)	-	1800	--
5,3.1, Table1,viii) Type I / II / III / IV / V / VI / VII Annex F(Hydrostatic resistance)	-	1800	--
5,3.1, Table1,ix) Type I / II / III / IV / V / VI / VII Annex G(Seam strength : 85 percent of the original actual fabric strength or unbreakable seam)	-	1350	--
5,3.1, Table1,xi) Type I / II / III / IV / V / VI / VII IS 2530(Carbon black dispersion)	-	700	--
5,3.1, Table1,xiv) Type I / II / III / IV / V / VI / VII Annex H(Retention of breaking strength after UV exposure of 144 h : 85 percent of the original actual fabric strength)	-	90350	conditioning charge-89000.00
7, 7.1 Annex M(COLOUR, SURFACE CHARACTERISTICS AND FREEDOM FROM DEFECTS: )	-	300	--
6(DIMENSIONS AND TOLERANCES The dimensions of HDPE geomembrane when tested by the method given in IS 7016 (Part 1) shall be as agreed to between the buyer and the seller. However, the minimum width of the HDPE geomembrane shall be 5000 mm. A combination of panel width may be used to obtain desired width of geomembrane. Narrow width panels not less than 1000 mm in width may also be used but such pieces shall not exceed 1 piece per roll of finished material of specified width.)	-	0	--
7, 7.2(COLOUR, SURFACE CHARACTERISTICS AND FREEDOM FROM DEFECTS)	-	300	--

Complete

31 Dec, 2023

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IS 16647 (2017)

Oriented unplasticized polyvinyl chloride (Pvc - O) pipes for water supply - Specification

53875 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.5( Density, g/cc)	-	500	--
9 /9.1 / 27 degree centigrate(MECHANICAL CHARACTERISTICS OF PIPES9./ Resistance to Hydrostatic Pressure)	-	12200	1200+11000
7.3( Opacity)	-	575	--
9.2, table -11( Resistance to External Blows at 0 °C)	-	1000	--
8.2 table-9( Pipe Ends)	-	300	--
5.3(VCM Content)	-	3000	--
5.4( K-Value)	-	1100	--
7.2( Colour)	-	300	--
8.1.1, 8.1.1.2, table-3(Dimension of Pipes / Diameter/8.1.1.2 Diameter at any point)	-	250	--
8.1.2, table 4 to 7(Wall Thickness)	-	250	--
8.1.3 (Length, meter)	-	250	--
8.2 table-9(Dimensions of Integral Socket)	-	250	--
9.3 table-12( Ring Stiffness)	-	1100	--
9.4, annexure-E( Orientation Factor)	-	1400	--
10, table-13( PHYSICAL AND 1CHARACTERISTICS)	-	6200	1100+3000+1000+1100

Complete

31 Dec, 2023

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IS 14929 (2001)

Textiles - High strength polyolefins copolymer ropes - Specification

5000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1(MANUFACTURE)	-	2000	Yarn Material (Identification) by DSC/FTIR
5.2.1(Construction)	-	300	Construction (Visual)
5.2.3(Construction)	-	300	Construction (Visual)
5.3(Structure)	-	300	Structure (Visual)
5.4( Rope)	-	300	Rope (Visual)
6.1, Table 1 /Table 2.( REQUIREMENTS:- Linear Density)	-	500	Linear Density
6.1, Table 1 /Table 2.( Breaking Strength, Min)	-	1100	Breaking Strength
6.2, Table 1 and Table 2( Mass of the Coil)	-	250	Mass per Coil
6.3( Length of Coil)	-	250	Length of the coil
8.1 (a)( MARKING)	-	250	MARKING
8.2( MARKING)	-	250	MARKING

Complete

31 Dec, 2023

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IS 11652 (2017)

Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packaging of 50 kg cement – Specification (third revision)

26180 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.2 (width of tape, 2.5 mm ± 0.1 mm)	-	250	--
Fig. 1- Table 1- Sr. no. ii (Ends per dm - Annex B 40 ± 2 )	-	250	--
Fig. 1- Table 1- Sr. no. i (Dimensions, mm (see Note )- Annex B c) Width of gusset (e) 76 ± 10 mm )	-	250	--
Fig. 1- Table 1- Sr. no. i (Dimensions, mm (see Note ) -Annex B d) Width of valve (v) 100, + 10/-5 mm )	-	250	--
Fig. 1- Table 1-Sr. no. i (Dimensions, mm (see Note )- Annex B b) Width of sack (w) 480 ± 10 mm )	-	250	--
Fig. 1, Table 1 (i) Dimensions, mm (see Note ) -Annex B a) Length of sack, inside (l), 710 ± 10 mm )	-	250	--
Fig. 1- Table 1-Sr. no. iii (Picks per dm-Annex B 40 ± 2 )	-	250	--
4.5(and the remaining overhang shall not be more than 5 mm after trimming.)	-	250	--
4.1(Raw Material )	-	1050	--
4.2 (Fabric)	-	5650	Tape testing for PP = 5650 Tape testing for HDPE = 5000 (Including Density) If pigmented tapeRs. 850 extra for colour fastness
4.2 (Linear Density, 900 denier)	-	500	--
4.2 (The woven fabric shall be of mesh, 10 × 10 per inch)	-	500	--
4.2 (The woven fabric shall be of weight, 79 g/m2 )	-	500	--
Fig. 1- Table 1- Sr. no. i (Dimensions, mm (see Note ) -Annex B e) Depth of valve (f), Min, The depth of the valve (f) shall not be less than 2 times the width of the valve (v) in case of gusseted sacks and not less than 2.3 times the width of the valve (v) in case of non-gusseted sacks. )	-	250	--
Fig. 1- Table 1- Sr. no. i (Dimensions, mm (see Note ) -Annex B e) Depth of valve (f), Min, The depth of the valve (f) shall not be less than 2.3 times the width of the valve (v) in case of non-gusseted sacks. )	-	250	--
4.3(Sacks)	-	300	--
4.4(Seam The two rows of stitches shall be separated from each other by minimum 5 mm and )	-	250	--
4.4(Seam The outer stitch shall be minimum 8 mm from the outer edge of the sacks. )	-	250	--
4.4(The material used for stitching shall be HDPE/PP tape having minimum 20 percent higher denier than the tapes used in the fabric.)	-	1050	--
4.5(Lamination )	-	1300	1050+250
4.5(Lamination )	-	250	--
4.6(Capacity The sack shall have the nominal filling capacity of 50 kg)	-	250	--
5/5.1-Table 1-Sr. no. iv(Requirements, Mass of Sack- IS 1964 a) Non-gusseted type 70 + 6%)	-	500	--
5/5.1(The mass of bale of sacks (excluding packing materials) shall be within ± 3 percent of the mass calculated by multiplying the number of sacks with the mass of sack specified in Table 1.)	-	0	--
5/5.3-Table 1-Sr. no.v(Average breaking strength of fabric [Ravelled strip method, 325 mm × 70 mm] Min, N(kgf): -1969 (Part 1) a) Lengthwise , 900 (91.8) )	-	1100	-
5/5.3-Table 1-Sr. no.vii(Elongation at break of fabric (Ravelled strip method), percent : - IS 1969 (Part1 ) b) Widthwise 15 to 25)	-	0	--
5/5.3-Table 1-Sr. no.vi(Breaking strength of top seam (Ravelled strip method), Min, - IS 9030 N (kgf) 400 (40.8))	-	1100	--
5/5.3-Table 1-Sr. no.vi(Breaking strength of bottom seam (Ravelled strip method), Min, - IS 9030 N (kgf) 400 (40.8))	-	1100	--
5/5.3-Table 1-Sr. no.vii(Elongation at break of fabric (Ravelled strip method), percent : - IS 1969 (Part1 ) a) Lengthwise 15 to 25)	-	0	--
5/5.4-Table 1-Sr. no.viii(Drop impact strength - Annex C No failure)	-	1000	--
5/5.5-Table 1-Sr. no.viii(Ash content Max percent- Annex D a) For UV stabilized sacks 2.2 )	-	950	--
5/5.5-Table 1-Sr. no.viii(Ash content Max percent- Annex D b) For non-UV stabilized sacks 6 )	-	950	--
5/5.6 (UV Resistance, The UV stabilized woven fabric shall have at least 50 percent retention of the original breaking strength when tested after the same has been exposed to a) UV Radiation -Annex F )	-	10180	This is UV conditioning for 192 hrs
5/5.6 (UV Resistance, The UV stabilized woven fabric shall have at least 50 percent retention of the original breaking strength when tested after the same has been exposed to b) Accelerated Weathering - Annex F )	-	10180	--

Complete

31 Dec, 2023

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IS 9755 (2016)

Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packing fertilizers – Specification (fifth revision)

28105 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.6(Bottom Seam-The number of stitches/dm shall be 14 ± 2.)	-	250	--
3.4(Liner-The thickness(A-2 of IS 2508) shall be 40 μm ± 10 percent in case of HMHDPE/ HDPE.)	-	250	--
3.4(Liner-The thickness(A-2 of IS 2508) shall be 70 μm ± 10 percent in case of LDPE/LLDPE)	-	250	--
3.5(Bottom Seam-The two rows of stitches shall be separated from each other by minimum 5 mm)	-	250	--
3.6(Bottom Seam-the outer stitch shall be minimum 8 mm from the outer edge of the sacks.)	-	250	--
3.4(Liner-The width of the loose liner shall be minimum 20 mm more than the width of the sack.)	-	250	-
3.6(Bottom Seam-tThe stitching shall be done with double fold over seam to a depth of minimum 25 mm, so that the stitches pass through a minimum of six layers of the fabric.)	-	250	-
3.1(MANUFACTURE-Raw Material- IS 10146 or IS 10910)	-	4375	1050+1700+625
3.1(MANUFACTURE-Raw Material)	-	1050	-
3.3(Sacks)	-	300	-
3.4(Liner)	-	1050	--
3.4.1(Liner)	-	250	--
3.4.1(Liner)	-	250	--
3.4.2(Lamination)	-	1050	-
3.4.2(Lamination)	-	250	-
3.6.1(Bottom Seam-)	-	250	-
3.6.1(Bottom Seam-)	-	250	-
3.6.1(Bottom Seam-)	-	1050	-
3.7(Mouth of the Sack)	-	300	-
3.8(Capacity- The sack shall have the nominal capacity of 50 kg.)	-	250	-
4.2(UV Resistance-The HDPE/PP woven fabric of sack made out of UV stabilized material shall have at least 50 percent of the original breaking strength when tested after the same has been exposed to UV radiation and weathering as per the method given in Annex D.)	-	10180	UV Conditioning for 192 hrs
4.3(Mass-(Annexure E))	-	500	-
4.1 , Table 1(REQUIREMENTS)	-	5000	500+250+3300 (1100x3) +950

Complete

31 Dec, 2023

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IS 14928 (2001)

Textiles - Composite synthetic fibre ropes - Specification

4200 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.2.1(Construction)	-	300	Construction
5.2.3(Construction)	-	0	-
5.1(MANUFACTURE)	-	2000	Yarn Material (Identification) by DSC/FTIR
5.3(Structure)	-	300	Structure (Visual)
5.5( Rope)	-	0	-
6.1, Table 1 /Table 2.( Breaking Strength, Min)	-	1100	Breaking Strength
6.2, Table 1 and Table 2( Mass of the Coil)	-	250	Mass per Coil & Length of the coil
6.3( Length of Coil)	-	250	Length of Coil
8.1 (a)(MARKING)	-	0	-
8.2( MARKING)	-	0	-
5.4(Treatment)	-	300	Rope (Visual)

Complete

31 Dec, 2023

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-

IS 9271 (2004)

Unplasticized polyvinyl chloride (UPVC) single wall corrugated pipes for drainage - Specification (First Revision)

8150 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1(MATERIAL-(Conform to IS 10151))	-	1050	Material identification
5.1.3(MATERIAL- (Refer IS 4669))	-	0	included in 5.1
8.2(Density-When tested in accordance with ]S 13360 (Part 3/Sec 1), the densi of the pipe shall be between 1.40 and 1.46 gm/cm3 .)	-	500	Density
8.5(Elongation Test-(Annex C,)- pipes shall not elongate more than 7.5 percent)	-	1100	Elongation test
7.4.2(Perforation Requirement-The maximum in flow area shall be 80 cm2/m length of pipe of all diameters)	-	500	Perforation Requirement
7.4.3(Perforation Requirement-The heght of corrugation -The depth of corrugations shall be 3 percent, Min of nominal outside diameter (dn).)	-	0	Perforation Requirement
7, Table 1(DIMENSIONS AND TOLERANCE-The nominal outside diameter and tolerances of the corrugated pipes shall be as per Table 1)	-	500	Dimension and tolerences
7.2, 8(Wall Thickness)	-	0	included in dimension and tolerences
7.3(Length)	-	0	included in dimension and tolerences
8.1.1(Visual Appearance, Workmanship and Finish)	-	300	Visual Appearance, Workmanship & Finish
8.1.2(Visual Appearance, Workmanship and Finish)	-	0	Visual Appearance, Workmanship & Finish
8.3,Table 3(Pipe stiffness-(Refer Annex A))	-	1100	Pipe Stiffness
8.4,Table 3(Impact Strength at 0 degree C- (refer Annex B))	-	1100	Impact strength at O °C
8.6(BendIng Test-(Annex D,))	-	1000	Bending test
8.7(Joints)	-	1000	Joint test
7.4.1(Perforation Requirement- There sh.all be maximum 8 rows of perforation)	-	0	Perforation Requirement
6(TYPES- perforated or non-perforated types.)	-	0	-

Complete

31 Dec, 2023

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-

IS 6192 (1994)

Textiles – Monoaxially oriented high density polyethylene tapes – Specification (second revision)

5050 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.6(Heat Shrinkage at 60 degree C(For test method Refer IS 6193:1971) )	-	700	Heat Shrinkage ( at 60 °C )
5.6(Heat Shrinkage at 95 degree C(For test method Refer IS 6193:1971) )	-	700	Heat Shrinkage ( at 95 °C )
5.3(Elongation (For test method Refer IS 6193:1971))	-	1100	Elongation of the Tape at the point of rupture
5.2(Tenacity (For test method Refer IS 6193:1971))	-	250	Tenacity
5.4(Finished width (For test method Refer IS 6193:1971))	-	250	Width
5.1(Linear density (For test method Refer IS 6193:1971 and IS 7703 Part 1))	-	500	Linear Density
4(MATERIAL(Refer IS 7328 :1974))	-	500	Material Density
5.5(Thickness (For test method Refer IS 6193:1971))	-	200	Thickness
5.7( pigmented tapes(Refer IS 2454))	-	850	Color fastness (in case of pigmented tapes)

Complete

31 Dec, 2023

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-

IS 4572 (2014)

Fibre ropes – Polyamide 3- 4- 8- and 12-Strand ropes

5500 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.5.1 Polyamide ropes( shall be made in one of the following constructions: — type A: 3-strand hawser-laid rope (see Figure 1); — type B: 4-strand shroud-laid rope (see Figure 2); — type L: 8-strand braided rope (see Figure 3); — type T: 12-strand braided rope (see Figure 4).)	-	1050	Yarn material (Identification)
Cl.6 Tables 1, 2 and 3.(Cl.Linear density and minimum breaking force shall be in accordance with Tables 1, 2 and 3.)	-	1600	Linear Density Breaking Strength
Cl.6 Tables 1, 2 and 3.(Cl.Linear density and minimum breaking force shall be in accordance with Tables 1, 2 and 3.)	-	750	Mass per Coil Pitch Length of Coil
Cl.5.1 Polyamide ropes( shall be made in one of the following constructions: — type A: 3-strand hawser-laid rope (see Figure 1); — type B: 4-strand shroud-laid rope (see Figure 2); — type L: 8-strand braided rope (see Figure 3); — type T: 12-strand braided rope (see Figure 4).)	-	2100	Construction (Visual) Structure (Visual) Treatment Rope (Visual)

Complete

31 Dec, 2023

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-

IS 16208 (2015)

Textiles - High density polyethylene (HDPE)/polypropylene (PP) woven sacks for packaging 10 kg, 15 kg, 20 kg, 25 kg and 30 kg foodgrains - Specification

20030 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1(Raw Material)	-	1050	Raw material(HDPE/PP)
4.2(Tapes – Width IS 6192 and IS 11197)	-	250	Fabric (tape width)
4.2(Tapes – Linear Density )	-	250	Linear densiy
4.2(Construction)	-	250	Construction
4.3.1( The two rows of stitches shall be separated from each other)	-	300	Sacks (Visual Appearance)
4.3.1( The outer stitch)	-	0	Sacks (Visual Appearance)
4.3.1( The stitching shall be done with double fold over seam to a depth )	-	0	Sacks (Visual Appearance)
4.3.1(Stitches pass through a minimum of six layers of the fabric. )	-	0	Sacks (Visual Appearance)
4.3.1(The number of stitches/dm)	-	0	Sacks (Visual Appearance)
4.3.2(Mouth)	-	0	Sacks (Visual Appearance)
4.4 and Table 1 i(Capacity)	-	300	-
5.2 and Table 1 ii a(Dimensions Inside Length)	-	250	Dimensions (Inside length & width)
5.2 and Table 1 ii b(Dimensions Inside Width)	-	0	Dimensions (Inside length & width)
5.2 and Table 1 iii(Ends per dm )	-	250	Ends per dm
5.2 and Table 1 iv(Picks per dm )	-	250	Picks per dm
5.1 and Table 1 v(Mass of sack )	-	250	Mass of Sack & GSM
5.2 and Table 1 vi a(Average breaking strength of fabric Lengthwise )	-	1100	Avg. Breaking Strength & Elongation at break of Fabric a) Length
5.2 and Table 1 vi b(Average breaking strength of fabric Widthwise )	-	1100	Avg. Breaking Strength & Elongation at break of Fabric b) Widthwise
5.2 and Table 1 vi(Breaking strength of bottom seam )	-	1100	Min. Breaking Strength of Bottom Seam
5.2 and Table 1 viii a(Elongation at break of fabric Lengthwise)	-	1100	a) Lengthwise
5.2 and Table 1 viii b(Elongation at break of fabric Widthwise )	-	1100	b) Widthwise
5.2 and Table 1 ix(Average breaking strength and elongation at break of UV stabilized HDPE/PP fabric after been exposed to UV radiation and weathering )	-	10180	UV Resistance Exposure(192 hrs) 8h at 60± 3°C Light without condensation, 4h at 50± 3°C Dark with condensation, Irradiance 0.63 W/m2* ( 100 x 60 + 92 x40)
5.2 and Table 1 x(Ash content )	-	950	Ash content

Complete

31 Dec, 2023

-
-

IS 15801 (2008)

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

31050 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 4( Designation)	-	0	-
Cl 7(Dimensions Of Pipes)	-	250	Dimensions of pipe
Cl 8(Visual Appearance)	-	300	Visual Appearance
Cl 9.1(Hydraulic Characteristics)	-	18400	Hydraulic Characteristics i.) Acceptance Test (1 h. / 20˚ C)-1000 ii.) Acceptance Test (22 h. / 95˚ C)-1600 iii) Type test ( 165 h. / 95˚ C)-4800 iv) Type test ( 1000 h. / 95˚ C)-11000
Cl 9.2(Fusion Compatibility)	-	4800	iii) Type test ( 165 h. / 95˚ C)
Cl 9.3(Reversion Test )	-	700	Reversion
Cl 9.4 & Annex B(Impact Strength)	-	1100	Impact Strength
Cl 9.5(Density)	-	500	Density
Cl 9.6(Melt Flow Rate)	-	1100	Melt Flow Rate (MFR)
Cl 9.7(Carbon Black Content & Dispersion)	-	1625	Carbon Black content Carbon Black dispersion
Cl 9.8(Thermal Stability By Hydrostatic Pressure Testing)	-	1700	Thermal Stability by Hydrostatic Pressure (8760 h./110 °C)*
Cl 9.9(Opacity)	-	575	Opasity

Complete

31 Dec, 2023

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-

IS 15778 (2007)

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

61725 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5 Table 1(Classification of pipes)	-	500	Classification of pipe
6.2.1 Annex B(Chloride Content of Resin)	-	2000	Chloride content of resin
6.3.1 Annex B(Chloride content)	-	4300	Resin Chlorine content
6.3.2 Annex C(Verification of the Malfunction Temperature, Tmal: )	-	1100	Heat Deflection Temp. (HDT)
6.3.2 IS 13360 (Part 3/See 1)(Density)	-	500	Density
7.1 IS 12235 (Part 1) Table 2(Dimension of Pipes: Mean outside Diameter)	-	500	Dimension of pipe
7.1,7.1.1 IS 12235 (Part 1) Table 2(Outside Diameter at any point)	-	0	Outside diameter at any point
7.1.2 IS 12235 (Part 1) Table 2(Wall Thickness )	-	0	wall thickness
7.1.3 (Effective length)	-	0	Effective lenght
8(Pipe Ends)	-	150	Pipe ends ( Visual)
9.1(Visual Appearance)	-	150	Visual Appearance
9.2 IS 12235 (Part 3)(Opacity)	-	575	Opasity
Cl. 9.3,IS 4985 Cl. 10.3(Lead (first extraction))	-	3000	Effect on water
Cl. 9.3,IS 4985 Cl. 10.3(Lead (third extraction))	-	3000	Effect on water
Cl. 9.3,IS 4985 Cl. 10.3(Dialkyl tin C4 and higher homologues measured as tin (third extraction))	-	3000	Effect on water
Cl. 9.3,IS 4985 Cl. 10.3(Cadmium (for all three extracts) )	-	3000	effect on water
Cl. 9.3,IS 4985 Cl. 10.3(Mercury (for all three extracts) )	-	3000	Effect on water
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) )	-	3000	Effect on water
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.)	-	700	Reversion
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.)	-	1100	Vicat Softening temp. (VST)
9.6 IS 12235(Part 14)(Density)	-	500	Density
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	850.05	Hydrostatic Characteristics Acceptance test (20°C /1 h. ) 850
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	4800.02	Type test (95°C /165 h. ) 4800
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	11000	Type test (95°C /1000 h. ) 11000
10.2 Table 3 IS 12235 (Part 8/Sec 1)(Thermal Stability by Hydrostatic Pressure Testing)	-	11500	Thermal Stability by Hydrostatic Pressure Type Test 950C/ 8760 hr/12.50
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.)	-	1400.03	Resistance to External Blow at 0 °C
10.4 IS 12235(Part 19)(Flattening Test)	-	500.03	Flattening Test
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. )	-	1600	Tensile Strength

Complete

31 Dec, 2023

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-

IS 15328 (2003)

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

20000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1,6.1.1 IS 12235 (Part 1) Table 1(Dimension of Pipes: Mean outside Diameter, dem)	-	500	Dimension of Pipe & Socket
6.1,6.1.1 IS 12235 (Part 1) Table 1(Outside Diameter at any point, de)	-	0	Dimension of Pipe & Socket
6.1.2 IS 4985 Table 2(Wall Thickness, e )	-	0	Dimension of Pipe & Socket
6.1.3 (Length of Pipe)	-	0	Dimension of Pipe & Socket
6.1.4, Table 3(Dimensions of integral sockets and spigot ends :- a) Elastomeric Sealing Ringsockets and spigot ends i)Meean inside dia. Of socket, dsm)	-	0	Dimension of Pipe & Socket
6.1.4, Table 3(ii) Min. depth of engagement, A. )	-	0	Dimension of Pipe & Socket
6.1.4 Table 3(iii) Depth of sealing Zone C )	-	0	Dimension of Pipe & Socket
6.1.4, Table 3(iv) Length of spigot, l1)	-	0	Dimension of Pipe & Socket
6.1.4, Table 3(v) Chamfer length, H : Approx.)	-	0	Dimension of Pipe & Socket
6.1.4.1 (wall thickness of sockets e2 min=0.9e )	-	0	Dimension of Pipe & Socket
6.1.4.1 (e3min=0.75e)	-	0	Dimension of Pipe & Socket
6.1.4, Table 4(b) Solvent Cement Joint sockets and spigot ends i) Mean inside dia. Of socket, dsm)	-	0	Dimension of Pipe & Socket
6.1.4, Table 4(ii) Length of Solvent Cement socket, l2 )	-	0	Dimension of Pipe & Socket
6.1.4, Table 4(iii) Length of spigot, l1, 100 mm Min.)	-	0	Dimension of Pipe & Socket
6.1.4, Table 4(iv) Chamfer length, H, 7 mm Approx.)	-	0	Dimension of Pipe & Socket
7.1(Appearance:- )	-	300	Appearance
7.2(Colour )	-	300	Colour
7.3 IS 1223S ( Part 2)(Vicat Softening Temperature When determined according to IS 1223S ( Part 2), shall not be lessthan 79°C.)	-	1100	Vicat Softening temp. (VST)
7.4 IS 1223S ( Part 5)(Longitudinal Reversion: When tested according to the methodprescribed in IS 1223S ( Part 5), shall not exceed ± 5 percent. The pipe shall not exhibit any blisters, bubbles or crackson completion of the test.)	-	700	Longitudinal Reversion
8.1 Annex B(Resistance to External Blows at 0ºC: When tested according to the method prescribed in Annex B, the pipes hall have a true impact rate of not more than I0 percent.)	-	1100	Resistance to External Blow at 0 °C
8.2 Annex C Table 5(Ring Stiffness: When tested according to the method described in Annex C,the ring stiffness of the pipe shall be as stated in Table 5)	-	1100	Ring Stiffness
8.3 IS 12235 ( Part 8/ Sec 1 ) Table 6(Resistance to internal Hydrostatic Pressure(Type Test) a) Acceptance Test:(1h at 27 0 C) )	-	850	Acceptance test (1 hr/270C)
8.3 IS 12235 ( Part 8/ Sec 1 ) Table 6(b) Type Test:(1000h at 60 0 C) )	-	11000	Type test (1000 hrs /600C)
9 9.1, IS 5382(JOINTS:- a) Elastomeric Sealing Rings)	-	0	-
9.2 IS 14182(b) Solvent cement)	-	0	-
10.1.1 Annex D(Internal hydrostatic pressure test for elastomeric sealing ring joints)	-	0	Included in 10.2.1
10.1.2 Annex E(Internal negative hydrostatic pressure test (internal vacuum) for elastomeric sealing ring joints)	-	1000	Internal Negative Hydrostatic Pressure test (internal Vacuum) for Elastomeric Sealing ring joints
10.2.1(Internal hydrostatic pressure test for solvent cemented Joints)	-	850	Internal Hydrostatic Pressure test for Elastomeric
10.2.2(Internal negative hydrostatic pressure test (internal vacuum)for solvent cemented joints)	-	0	Included in 10.1.2
5,5.2(Composition of the material The material shall contain a minimum of 0.3 percent of rutile grade titanium dioxide.)	-	1200	Titanium Dioxide Content (TiO2

Complete

31 Dec, 2023

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-

Bureau of Indian Standards

The National Standards Body of India

CIPET: CENTRE FOR SKILLING AND TECHNICAL SUPPORT (CSTS) - AURANGABAD

Plot No. J-3/2, MIDC Industrial Area, Chikalthana, Jalgaon Road, Aurangabad - 431 006, AURANGABAD, Aurangabad, Maharashtra, 431006

7890926806 [email protected]

Scope List