BIS - LIMS (Laboratory Information Management System)

CENTRAL INSTITUTE OF PETROCHEMICALS ENGINEERING & TECHNOLOGY

CITY CENTRE, P.O. DEBHOG, HALDIA, MEDINIPUR EAST, WEST BENGAL, INDIA, HALDIA, Medinipur East, West Bengal, 721657

9337476507 [email protected]

Scope List

Reset

24 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 10146 (1982)

Specification for polyethylene for its safe use in contact with foodstuffs, pharmaceuticals and drinking water zy

All

2000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
3.4(Overall Migration)	-	2000		Testing charge 1700 + Specimen charge 300

Complete

14 Dec, 2027

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IS 12252 (2017)

Polyalkylene terephthalates (Pet And Pbt), their copolymers and list of constituents in raw materials and end products for their safe use in contact with foodstuffs and pharmaceuticals (First Revision)

All

2000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
4.3(Overall Migration,Max)	-	2000		Testing charge 1700 + Specimen Charge 300

Complete

14 Dec, 2027

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IS 17425 (2020)

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

All

23850 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)	-	6300	a) Material Identification = 1050 b) Shore Hardness (Shore A) = 675 C) Percent change in Hardness after keeping in air at 70 degree C for 7 days= 4575 (Ageing 4200 + hardness 375)
7.2.1(Visual and Workmanship Requirement)	-	300	-
7.1(Hydraulic Characteristics - Quality test)	-	4800	-
7.1(Hydraulic Characteristics - Acceptance test)	-	1600	-
7.2(Reversion Test)	-	1000	Testing 700 + specimen 300
7.3(Tensile Test- i) Tensile Strength)	-	1350	Testing 1100 + specimen 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	-

Complete

14 Dec, 2027

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IS 14887 (2014)

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

All

19780 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.2(Tapes – Width and Thickness ( IS 6192/IS 11197))	-	250	-
3.2(Tapes – Linear Density (IS 6192/IS 11197))	-	500	-
3.3.1(Bottom seam (IS 10789))	-	250	-
4.2 and Table 1 ii(Dimensions )	-	250	-
5.2 and Table 1 iii(Ends per dm )	-	200	-
5.2 and Table 1 iv(Picks per dm )	-	200	-
4.2 and Table 1 v(Mass of sack )	-	250	-
4.2 and Table 1 vi(Average breaking strength of fabric )	-	2700	Testing(2200)+specimen preparation(500)
4.2 and Table 1 vi(Breaking strength of bottom seam )	-	1350	Testing(1100)+specimen preparation(250)
4.2 and Table 1 viii(Elongation at break of fabric )	-	0	-
4.2 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 )	-	12880	Testing(2200)+specimen preparation(500)+ UV Exposure for 192 hrs.(10180)
4.2 and Table 1 x(Ash content )	-	950	-

Complete

14 Dec, 2027

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IS 7903 (2017)

Textiles – Tarpaulins made from high density polyethylene (HDPE) woven fabrics – Specification (fifth revision)

All

50775 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(HDPE Tapes (Material Identification))	-	1050	-
3.1(HDPE Tapes (Carbon Black Content))	-	925	-
3.2(HDPE Fabric (Material Identification))	-	1050	-
3.3(Eyelets (Dimesnions) i) Starting thickness of metal Aluminium min ii) Outside dia of flange‘A’ iii) Flange formed height ‘B’ iv) Pierced dia ‘C’ v) Overall length ‘D’ vi) Internal dia of Barrel when closed ‘E’ min vii) Thickness of compressed material between eyelet and washer F’ max viii) Outside diameter of barrel under the flange‘G’ )	-	250	-
3.4( Line/ Cord beading IS 7903)	-	250	-
5.3(Joint/Seam, IS 7903)	-	400	-
5.4(Fixing of Eyelets, IS 7903)	-	250	-
6.1 Table 1,i)(No of HDPE fabric layers ,IS 7903)	-	250	-
6.1 Table 1,ii)(No of lamination layers, IS 7903)	-	0	-
6.1 Table 1, iii)(Total no of layers in the finished tarpaulin, IS 7903)	-	0	-
6.1 Table 1,iv)(Mass of finished tarpaulin, Annex B ,IS 7903)	-	250	-
6.1 Table 1,v)(Mass of laminated fabric, Annex C , IS 7903)	-	250	-
6.1 Table 1vi)(Breaking strength before UV exposure,warp ,IS 1969 Part 1)	-	1350	Testing(1100)+specimen preparation(250)
6.1 Table 1vi)(Breaking strength before UV exposure,weft, IS 1969 part 1)	-	1350	Testing(1100)+specimen preparation(250)
6.1 Table 1 vii)(Elongation at break of fabric,warp, IS 1969 Part 1)	-	0	-
6.1 Table 1 vii)(Elongation at break of fabric,weft, IS 1969 Part1)	-	0	-
6.1 Table 1 viii)(Retention of breaking strength after UV exposure of 144h Warp, IS 13162 part 2& IS 1969 Part1 )	-	28050	Testing(1100)+specimen preparation(250)+ UV Exposure for 144 hrs. (26700)
6.1 Table 1 viii)(Retention of breaking strength after UV exposure of 144h Weft , IS 13162 part 2& IS 1969 Part1 )	-	1350	Testing(1100)+specimen preparation(250)
6.1 Table 1 ix)(Welded seam strength before UV exposure (Weft) , IS 1969 Part 1)	-	1100	-
6.1 Table 1 x)(Retention of welded seam strength after UV exposure of 144h(Weft) ,IS 13162 part 2& IS 1969 Part1 )	-	1100	-
6.1 Table 1 xi)(Trapezoidal tear strength, IS 14293)	-	1100	-
6.1 Table 1 xii)(Puncture Resistance, Annex D of IS 7903)	-	1100	-
6.1 Table 1 xiii)(Impact Failure load , at 1524 mmdrop, Annex E of IS 7903)	-	1100	-
6.1 Table 1 xiv)(Color fastness to light (For color Tarpulines) , IS 2454)	-	850	-
6.1 Table 1 xv)(Ash Content, Annex F of IS 7903)	-	950	-
6.2(Length, IS 7903)	-	250	-
6.2(Width, IS 7903)	-	0	-
6.2(height, IS 7903)	-	0	-
6.3(Water Proofness,IS 7941)	-	1000	-
6.3(Water Proofness, IS 7940)	-	5200	Water Proofness test (1000) + 4200 Ageing at 70 degree C For 168 hrs.

Complete

14 Dec, 2027

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IS 2508 (2016)

Polyethylene films and sheets - Specification (Third Revision)

All

17575 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1.1(Appearance)	-	300	-
5.1.2(Film Form)	-	0	-
5.1.3(Odour)	-	0	-
5.1.4(Density, Cl.5 of IS 13360(Part-3/Section-1))	-	500	-
5.1.5(Melt Flow Index. Cl 6, 7 of IS 13360(Part-4/Section-1))	-	1100	-
5.1.6a(Carbon Black Content, Annex-A)	-	925	-
5.1.6b(Ash Content, Annex-A)	-	950	-
5.1.6c(Carbon Black Dispersion, Cl.16 of IS 2530)	-	700	-
5.2.2(Tolerance on Thickness, Annex-A)	-	250	-
Clause 5.2.3(Tolerance on Width)	-	250	-
6.1, Table 1(Tensile strength at break. A) Machine Direction. IS 13360 (Part 5/Sec 1))	-	1350	Testing(1100)+specimen preparation(250)
6.1, Table 1(Tensile strength at break. B) Transverse Direction. IS 13360 (Part 5/Sec 3))	-	1350	Testing(1100)+specimen preparation(250)
6.1, Table 1(Elongation at break ,A) Machine direction .IS 13360(Part-5/sec-1) )	-	0	-
6.1, Table 1(Elongation at break ,B) Cross-machine direction..IS 13360(Part-5/sec-3) )	-	0	-
6.1, Table 1(Ageing test at (70-1)c for 7 days , cl 4 IS 7016 )	-	4200	-
Clause 6.1(Table 1)(Decrease in Tensile Strength after Ageing(Machine Direction))	-	1350	Testing(1100)+specimen preparation(250)
Clause 6.1(Table 1)(Decrease in Tensile Strength after Ageing(Transverse Direction))	-	1350	Testing(1100)+specimen preparation(250)
6.1, Table 1(Dartimpact strength Method B of IS 13360 (Part-5/sec-6) )	-	1000	-
6.1, Table 1(Tear resistence. A) Machine direction Annex B)	-	1000	Testing(750)+specimen preparation(250)
7.1. Table 2(Tensile strength at break A) Machine direction IS 13360 (Part-5/sec-1) )	-	0	-
7.1. Table 2(Tensile strength at break,B) Crosse machine direction IS 13360 (Part-5/sec-3) )	-	0	-
7.1. Table 2(Elongation at break , A) Machine direction IS 13360 (Part-5/sec-3) IS 13360 (Part-5/sec-1) )	-	0	-
7.1. Table 2(Elongation at break , A) Transverse direction IS 13360 (Part-5/sec-3) )	-	0	-
7.1. Table 2(Ageing test at (70-1)c for 7 days , cl 4 IS 7016 )	-	0	-
Clause 7.1(Table 2)(Decrease in Tensile Strength after Ageing(Machine Direction))	-	0	-
Clause 7.1(Table 2)(Decrease in Tensile Strength after Ageing(Transverse Direction))	-	0	-
7.1. Table 2(Dart impact strenght , Method A of IS 3360 (Part-5/sec-6) )	-	0	-
8.1, Table 3(Tensile properties , B) Break strenght . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do)	-	0	-
8.1, Table 3(Tensile properties ,D) Break elongation . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do)	-	0	-
8.1, Table 3(Tear resistance , Annex B)	-	0	-
8.1, Table 3(Puncture resistance , Annex C)	-	0	-
9.1, Table 4(Tensile properties ,A) Yield strenght . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do)	-	0	-
9.1, Table 4(Tensile properties , B) Break strenght . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do)	-	0	-
9.1, Table 4(Tensile properties ,C) Yield elongation . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do)	-	0	-
9.1, Table 4(Tensile properties ,D) Break elongation . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do)	-	0	-
9.1, Table 4(Tear resistance , Annex B)	-	0	-
9.1, Table 4(Puncture resistance , Annex C)	-	0	-
6.1, Table 1(Tear resistence. B) Transverse direction )	-	1000	Testing(750)+specimen preparation(250)

Complete

14 Dec, 2027

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IS 4985 (2021)

UNPLASTICIZED PVC PIPES FOR POTABLE WATER SUPPLIES SPECIFICATION Fourth Revision

Nominal Diameter upto 355 mm & All classes

34025 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5(CLASSIFICATION OF PIPES)	-	250	-
6.1.2(PVC Resin)	-	1100	-
7(DIMENSIONS-PIPE-Nominal Diameter)	-	250	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Minimum))	-	250	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Mamimum))	-	250	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. Variation)	-	250	-
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Minimum))	-	250	-
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Maximum))	-	250	-
7.1.1.2(DIMENSIONS-PIPE-Ovality (Maximum))	-	250	-
7.1.2.1(DIMENSIONS-PIPE-Thickness(Minimum))	-	250	-
7.1.2.1(DIMENSIONS-PIPE-Thickness(Maximum))	-	250	-
7.1.2.1(DIMENSIONS-PIPE-Average Thickness)	-	250	-
7.1.3(mean outside diameter, outside diameter at any point, and wall thickness of plumbing pipes)	-	250	-
7.1.4(Length)	-	250	-
7.2.1(DIMENSIONS-Socket)	-	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	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Maximum))	-	250	-
7.2.1.2(a)-Table 5(DIMENSIONS-Sockets for elastomeric sealing ring joints-Minimum depth of engagement)	-	250	-
7.2.1.2-Table 4(DIMENSIONS-Sockets for elastomeric sealing ring joints-Socket inner Diameter)	-	250	-
7.2.1.1 Table3(Angle of taper (Note-1))	-	250	-
8(SEALING RINGS)	-	500	-
9.1(PIPE ENDS)	-	250	-
10.1(Colour)	-	250	-
10.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance)	-	300	-
10.1.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance)	-	0	-
10.2(PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity)	-	575	-
10.3(Effect on Water Test)	-	3000	-
10.4(PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test)	-	900	Testing charges:700+ Specimen 200
10.5(PHYSICAL AND CHEMICAL CHARACTERISTICS- Vicat Softening Temperature)	-	1100	-
10.6(PHYSICAL AND CHEMICAL CHARACTERISTICS- Density)	-	500	-
10.7(Sulphated Ash Content)	-	950	-
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)	-	5000	-
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)	-	1300	Testing charges: 1000 + specimen:300

Complete

14 Dec, 2027

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IS 7834 : Part 1 (1987)

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

All size

4219 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.4(Minimum Thickness)	-	250	-
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Minimum Socket Length)	-	250	-
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Mean Socket Internal Diameter at Mid-Point of Socket Length)	-	0	-
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Out-of-roundness tolerances of socket inside diameter)	-	0	-
Cl. 6.1(Stress Relief Test- Appendix A)	-	700	-
Cl. 6.2(Opacity- Appendix B)	-	575	-
Cl. 6.3(Effect on Water[(Lead ( first extraction )]- Appendix C)	-	3000	-
Cl. 6.3(Effect on Water[(Lead ( third extraction )]- Appendix C)	-	0	-
Cl. 6.3(Effect on Water [Dialkyl tin C4, and higher homologues, measured as tin ( third extraction )]- Appendix C)	-	0	-
Cl. 6.3(Effect on Water [Other toxic substances ( third extraction )]- Appendix C)	-	0	-
Cl. 6.4(Short-Term Hydraulic Test- Appendix D)	-	850	-

Complete

14 Dec, 2027

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IS 12786 (1989)

Irrigation equipment - Polyethylene pipes for irrigation laterals - Specification

All

6263 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.0 5.1 (Table1) (Dimensions a)Outside diameter of pipe)	-	250	-
5.0 5.1 (Table1) (b)Tolerance on OD)	-	0	-
5.0 5.1 (Table1) (c)Wall thickness of pipe Minimum)	-	250	-
5.0 5.1 (Table1) (c)Wall thickness of pipe Maximum)	-	0	-
6.0 (6.1) (Visual appearance)	-	300	-
7.1 Table-2 (b)Acceptance Test for 01 hour at 20°C & 6.9MPa induced stress)	-	1000	-
7.1 Table-2 (Hydraulic Characteristics a)Quality Test for 100 hours at 70°C & 2.5.MPa induced stress. )	-	3000	-
7.2(Reversion Test)	-	1000	-
7.3(Tensile Test)	-	1350	Tensile strength(1100.00)+ Specimen preparation(250.00)
7.3(Elongation at Break)	-	0	-
7.4(SusceptibiIity to Environmental Stress Cracking)	-	1200	-

Complete

14 Dec, 2027

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IS 14182 (1994)

Solvent cement for use with unplasticized polyvinyl chloride plastic pipe and fittings - Specifications

All

7913 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.2(Shall be thixotropic and consist substantially of solvents that will swell plastisized PVC polymers and stabilizers)	-	300	-
4.3(Shall be capable of application by brush and shall contain no lumps or foreign matter or macroscopic undissolved particles that will adversely affect the ultimate joint strength or chemical resistance of the material )	-	0	-
4.4(Shall not show gelation and no evidence of stratification or separation that cannot be removed by stirring)	-	0	-
4.5(When used under the conditions for which they are designed, non metallic materials in contact with or likely to come in contact with potable water shall not constitute a toxic hazard , shall not support microbial growth and shall not give rise to unpleasant taste or odour, cloudiness or discolouration of the water)	-	3000	-
4.7(Vinyl Chloride Polymer content - Annex A)	-	1100	-
4.8(Dissolution - Capable of dissolving an additional unplastisized PVC granular, powder compound or resin)	-	400	-
4.9 and 6.1(Viscosity - Regular)	-	1100	-
4.9 and 6.1(Viscosity - Medium)	-	0	-
4.9 and 6.1(Viscosity - Heavy )	-	0	-
4.10 and 6.1(Lap Shear Strength - After 2 h curing time)	-	1600	Test Charges =1100 & 500 specimen charges
4.10 and 6.1(Lap Shear Strength - After 10 h curing time)	-	1100	-
4.10 and 6.1(Lap Shear Strength - After 72 h curing time)	-	1100	-
4.11 and 6.1(Hydrostatic Burst Strength - After 2 h curing time)	-	850	-

Complete

14 Dec, 2027

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IS 12701 (1996)

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

Capacity 7500 liter for Cylindrical vertical tank

13538 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.2.3(Carbon Black Content )	-	925	-
4.2.3(Carbon Dispersion Test)	-	700	-
5(Types and Features )	-	0	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	1500	a)Minimum net capacity & gross capacity = 500 b) Over all diameter range = 250 c) Over all height range = 250 d) Minimum internal dia of Man-hole/Hand-hole = 250 e) Minimum wall & bottom thickness= 250
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	1500	-
5.1 Table 1 (7)(Minimum Weight of Tank (Without Lid))	-	500	-
5.4(Wall Thickness above effective height)	-	500	-
5.6(Types and Features )	-	250	-
6.1(Finish)	-	300	-
7.1.1(Resistance to Deformation)	-	700	-
7.1.2(Resistance to Deformation)	-	700	-
7.2(Resistance to Impact)	-	1100	-
7.3(Test for Top Load Resistance)	-	900	-
7.4(Tensile Strength)	-	1350	Testing charge+ Specimen charge ( 1100+250)
7.5(Flexural Modulus)	-	1350	Testing charge+ Specimen charge ( 1100+250)
7.6(overall Migration)	-	2200	Testing charge+ Specimen charge ( 1700+500)
9.1(Lid Thickness)	-	1300	i) Lid Thickness= 250 ii) Material Identification= 1050
9.1(Man-Hole and Hand-Hole Lids)	-	1625	i) Carbon Black Content =925 ii) Carbon Black Dispersion = 700
9.2(Man-Hole and Hand-Hole Lids)	-	200	-
9.2.1(Man-Hole and Hand-Hole Lids)	-	200	-

Complete

14 Dec, 2027

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IS 14333 (1996)

High Density Polyethylene Pipe For Sewerage -

Size upto 355 mm DN

8606 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4(Colour)	-	300	-
6(Dimensions of pipes)	-	250	-
7(Visual Appearance)	-	300	-
8.1(Hydraulic characteristics)	-	6400	Acceptance test + Type test (1600+4800)
8.2(Reversion)	-	1000	Testing charges+ Specimen charges (700+300)
8.3(Density)	-	500	-
8.4(Melt Flow Rate)	-	1100	-
Cl. 8.5, IS 2530-1963, Cl. 10(Cabon Black Content)	-	925	-
Cl. 8.5, IS 2530-1963, Cl. 16(Carbon Black Dispersion)	-	700	-

Complete

14 Dec, 2027

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-

IS 14151 : Part 1 (1999)

Irrigation equipment - Sprinkler pipes - Specification: Part 1 polyethylene pipes (First Revision)

All Sizes

14399 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.3(CLASSIFICATION OF PIPES)	-	300	-
4.1(melt flow rating (MFR) shall not exceed 1.10 g/10 min.)	-	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	-
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	-
Cl. 4.2 , IS 2530-1963, Cl. 10(Cabon Black Content)	-	925	-
4.3(Anti-oxidant)	-	0	-
5.1 table -1(DIMENSIONS OF PIPES)	-	500	-
5.1.2(Ovality)	-	300	-
6.1(VISUAL APPEARANCE)	-	300	-
7.2(Reversion Test)	-	700	-
7.5(Density)	-	500	-
7.6(Melt now Rate (MFR))	-	1100	-
(Cl.4.2)(Carbon black- b) Dispersion of carbon black)	-	700	-
(Cl.4.2)(Carbon black- a)carbon content)	-	925	-
Cl.7.3(Tensile Test - ii)Elongation at Break)	-	0	-
Cl.7.4(Fusion Compatibility Test- a) Quality test)	-	4800	-
Cl.7.4(Fusion Compatibility Test- b) Acceptance test)	-	1600	-
Cl.7.3(Tensile Test- i) Tensile Strength)	-	1100	-
Cl.5(Dimensions of pipe - ii) Wall thickness minimum)	-	300	-
Cl.5(Dimensions of pipe - ii) Wall thickness maximum)	-	300	-
Cl.5(Dimensions of pipe - i) Outside diameter)	-	500	-
Cl 7.1(Hydraulic Characteristics - Quality test)	-	4800	-
Cl 7.1(Hydraulic Characteristics - Acceptance test)	-	1600	-

Complete

14 Dec, 2027

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-

IS 14735 (1999)

Unplasticized Polyvinyl Chloride (UPVC) Injection Moulded Fittings for Soil and Waste Discharge System for Inside and Outside Buildings Including Ventilation and Rain Water System -

All

8006 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3(Type of Fitting)	-	0	-
4(Size Designation)	-	0	-
5(Colour of fittings)	-	300	-
7.1,Table 1(Wall thickness)	-	250	-
7.2 ,Table 2&3(Socket Dimensions)	-	250	-
7.3(Dimensions of waste trap(Nahani Trap)	-	0	-
8(Sealing Rings)	-	375	-
10(Workmanship)	-	300	-
11.1(Solvent cement type or Rubber ring type)	-	500	-
11.2(Socket and spigot configeration)	-	0	-
11.4,Table 5(Vent cowl)	-	0	-
11.5,Table 6(Pipe Clips)	-	0	-
12.1(Visual appearance)	-	300	-
12.2(Stress relief test)	-	700	-
12.3(Vicat softening tempewrature)	-	1100	-
Cl.13, IS 12235 (P-7)-2004, (Resistance to Sulphuric Acid)	-	2500	Test charge+ Specimen charge ( 2000+500)
Cl.14, Annex A(Titanium Di-Oxide Content)	-	1200	-
Cl.15, Annex B(Sulphated Ash Content)	-	950	-
16.1(Impact test)	-	1100	-
17(Watet tightness of joint)	-	850	-

Complete

14 Dec, 2027

-
-

IS 4985 (2000)

Unplasticized pvc pipes for potable water supplies - Specification (Third Revision)

Nominal Diameter up to 355 mm & all classes

25519 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1.2(PVC Resin)	-	1100	-
5(CLASSIFICATION OF PIPES)	-	250	-
7(DIMENSIONS-PIPE-Nominal Diameter)	-	250	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Minimum))	-	250	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Mamimum))	-	250	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. Variation)	-	250	-
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Minimum))	-	250	-
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Maximum))	-	250	-
7.1.1.2(DIMENSIONS-PIPE-Ovality (Maximum))	-	250	-
7.1.2.1(DIMENSIONS-PIPE-Thickness(Minimum))	-	250	-
7.1.2.1(DIMENSIONS-PIPE-Thickness(Maximum))	-	250	-
7.1.2.1(DIMENSIONS-PIPE-Average Thickness)	-	250	-
7.2.1(DIMENSIONS-Socket)	-	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	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Maximum))	-	250	-
7.2.1.1 Table3 (Angle of taper (Note-1))	-	250	-
7.2.1.2(a)-Table 5(DIMENSIONS-Sockets for elastomeric sealing ring joints-Minimum depth of engagement)	-	250	-
7.2.1.2-Table 4(DIMENSIONS-Sockets for elastomeric sealing ring joints-Socket inner Diameter)	-	250	-
8(SEALING RINGS)	-	250	-
9.1(PIPE ENDS)	-	250	-
10.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance)	-	300	-
10.1.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance)	-	0	-
10.2(PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity)	-	575	-
10.4(PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test)	-	900	Testing charges: 700 + specimen:200
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)	-	500	-
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)	-	1300	Testing charges: 1000 + specimen:300
10.3(Effect on Water)	-	3000	-
Clause 10.7(Sulphated Ash Content)	-	950	-

Complete

14 Dec, 2027

-
-

IS 15410 (2003)

Containers for packaging of natural mineral water and packaged drinking water - Specification

All

5250 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.0 (chem)(MATERIAL)	-	1050	-
4.2 (chem)(Design, Shape & Dimension)	-	0	-
4.3 (chem)(Workmanship, Finish & Appearance)	-	250	-
Cl. 4.4 (a) (chem)(Capacity)	-	0	-
4.4 (chem)(Brimful capacity)	-	0	-
4.5 (chem)(a) Wall Thickness, mm Top)	-	0	-
4.5 (chem)((b) Wall Thickness, mm Middle)	-	0	-
4.5 (chem)((c) Wall Thickness, mm Bottom)	-	0	-
4.6.2 Annex A(Transparency)	-	700	-
4.6.3, clause 6 of IS:2798:1998(Leakage test- a. Closure leakage )	-	1000	-
4.6.3, clause 6 of IS:2798:1998(Leakage test- b. Vibration leakage)	-	0	-
4.6.3, clause 6 of IS:2798:1998(Leakage test- c. Air pressure leakage)	-	0	-
4.6.4, clause 8 of IS:2798:1998(Drop test )	-	1100	-
4.6.5(MIGRATION TEST)	-	2000	Testing charges + specimen ( 1700+300)
4.6.5.1 (chem)(Colour migration (Container))	-	0	-
4.6.5.1 (chem)(Colour migration (Caps))	-	0	-
4.6.6 (chem)(Water Potability test (after 30 days) (a) Taste (b) Odour)	-	900	-

Complete

14 Dec, 2027

-
-

IS 14151 : Part 2 (2008)

Irrigation equipment - Sprinkler pipes - Specification: Part 2 quick coupled polyethylene pipes and fittings (Second Revision)

All Sizes

31256 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.3(Quick Coupled pipes)	-	19198	-
Cl.4.1(Quick Coupled Male and Female Couplers)	-	6450	-
4.1 (b)(HDPE couplers —)	-	0	-
4.1 .1.2.1(HDPE couplers)	-	500	-
4.1 .3(Workmanship and Appearance)	-	300	-
4.1.4(a)(Holding Attachments for Coupler Parts)	-	850	-
4.1.5(Rubber Ring)	-	1050	-
Cl 4.1.5(Rubber rings- A)Shore hardness (Shore-A))	-	375	-
Cl 4.1.5(Rubber rings- B) Change in hardness)	-	4575	375 Hardness test + 4200 Ageing
Cl 4.1.5(Rubber rings- C)Rubber ring shall be of black colour:)	-	300	-
6.1(Quick Coupled Pipes and Fittings)	-	0	-
6.1.1, 6.1.1.1(Leakage Test)	-	850	-
6.1.2, 6.1.2.1( Hydraulic Proof Test)	-	850	-
Cl.6.1.3(Weldability Test- a) Quality test)	-	1600	-
Cl.6.1.3(Weldability Test- b) Acceptance test)	-	4800	-

Complete

14 Dec, 2027

-
-

IS 15801 (2008)

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

All sizes

86606 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 4( Designation)	-	0	-
Cl 7(Dimensions Of Pipes)	-	250	-
Cl 8(Visual Appearance)	-	300	-
Cl 9.1(Hydraulic Characteristics)	-	18400	i) Acceptance test (1 h. / 20 oC ) = 1000 ii) Acceptance test (22 h. / 95 oC ) = 1600 iii) Type test (165 h. / 95 oC ) = 4800 iv) iii) Type test (1000 h. / 95 oC ) = 11000
Cl 9.2(Fusion Compatibility)	-	4800	-
Cl 9.3(Reversion Test )	-	1000	700 test charges + 300 specimen charges
Cl 9.4 & Annex B(Impact Strength)	-	1400	1100 test charges + 300 specimen charges
Cl 9.5(Density)	-	500	-
Cl 9.6(Melt Flow Rate)	-	1100	-
Cl 9.7(Carbon Black Content & Dispersion)	-	1625	925 CBC + 700 CBD
Cl 9.8(Thermal Stability By Hydrostatic Pressure Testing)	-	83825	-
Cl 9.9(Opacity)	-	575	-

Complete

14 Dec, 2027

-
-

IS 10124 : Part 1 (2009)

Fabricated PVC-U Fittings for Potable Water Supplies - Specification Part 1 General Requirements (Second Revision)

All Sizes

1444 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4(Size of fitting)	-	0	-
5.1 Table-1 Fig.1(Dimension of Socket length)	-	500	-
5.1.2 Table-1(Dimensions of mean inside diameter at mid-point of socket depth)	-	0	-
5.1.3 (Out of Roundness Tolerance of Socket Inside Diameter)	-	0	-
5.2 Table-2 Fig.2(Dimensions of socket for elastomeric sealing ring)	-	0	-
6.1(Opacity test in accordance with IS 12235 (Part 3))	-	575	-
6.2(Short Term Hydraulic Test in accordance with Annex A)	-	850	-

Complete

14 Dec, 2027

-
-

IS 10124 : Part 2 (2009)

Fabricated pvc - U fittings for potable water supplies - Specification: Part 2 specific requirements for sockets (Second Revision)

All Sizes

1444 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.2.2, and Fig. 2(Dimensions of Socket for Elastomeric Sealing Ring Joint)	-	500	-
Clause 3.2.2, and Fig. 2.(Minimum wall thickness for working pressure)	-	0	-
3.1(General)	-	1425	Opacity=575 + Short Term hydraulic test =850

Complete

14 Dec, 2027

-
-

IS 12818 (2010)

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

All

8344 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Nominal Diameter)	-	0	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Mean Outer Diameter of Pipe)	-	1000	All dimension charges of CS/CM/CD
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Outer Diameter at any point )	-	0	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Mean Outer Diameter over Connection)	-	0	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Wall thickness)	-	0	-
7.2 and Table 5, 6 & 7 Fig 1B(Nominal Diameter)	-	0	-
7.2 and Table 5, 6 & 7 Fig 1B(Mean Outer Diameter of Pipe, Min)	-	1000	All dimension charges of RMS/RDS
7.2 and Table 5, 6 & 7 Fig 1B(Mean Outer Diameter of Pipe , Max)	-	0	-
7.2 and Table 5, 6 & 7 Fig 1B(Outer Diameter at any point , Min)	-	0	-
7.2 and Table 5, 6 & 7 Fig 1B(Outer Diameter at any point, Max)	-	0	-
7.2 and Table 5, 6 & 7 Fig 1B(Mean Outer Diameter over Connection)	-	0	-
7.2 and Table 5, 6 & 7 Fig 1B(Wall thickness, Min)	-	0	-
7.2 and Table 5, 6 & 7 Fig 1B(Wall thickness, Max)	-	0	-
7.3.1(No.of Ribs)	-	0	-
7.3.2(Rib height)	-	0	-
7.4 Table 8 & 9 Fig 1(Effective length, l2)	-	0	-
7.4 Table 8 & 9 Fig 1(Segmental length, l3)	-	0	-
7.4 Table 8 & 9 Fig 1(Segmental length, l4)	-	0	-
7.4 Table 8 & 9 Fig 1(Segmental length, l5)	-	0	-
7.5 and Table 10 Fig 2A & 2B(Summation of slot lengths over internal circumference of the cross- section.)	-	0	-
7.5 and Table 10 Fig 2A & 2B(Minimum number of slots on the circumference of the cross-section.)	-	0	-
7.5 and Table 10 Fig 2A & 2B(Approximate Free Passage Area, in Percent (Mean Value) for Width of Slot (w))	-	0	-
8.1 to 8.3 and Table 11 &12 Fig 3A & 4A(THREADING OF SCREEN ANDCASING PIPES. IS 554.)	-	250	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	250	-
8.4(Sealing elements a. Elastomeric material b. Shore A hardness of sealing Elements )	-	375	-
9.1(Visual Appearance)	-	300	-
9.2(Internal Diameter)	-	350	-
9.3(Density IS 12235 (Part 14))	-	500	-
9.4 and Table 14(Resistance to External Blows at 0 ?C IS 12235 (Part 9))	-	1400	Testing charges:1100 + Specimen:300
9.5(Tensile Strength IS 12235(Part 13))	-	1600	Testing charges:1100 + Specimen:500
9.6(Vicat Softening Temperature IS 12235 (Part 2).)	-	1100	-
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 )	-	3000	-

Complete

14 Dec, 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 & B, All Size

12000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.5(Surface colour of the pipes shall be dark shade of grey)	-	300	-
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)	-	1100	-
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( 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).)	-	250	-
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.)	-	0	-
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.)	-	0	-
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.)	-	0	-
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.)	-	300	-
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	Testing charge + Specimen ( 700+300)
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.)	-	700	-
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.)	-	1100	-
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)	-	3500	-
Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid)	-	2500	Testing charge+ Specimen (2000+500)
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.)	-	1400	Testing charge+ Specimen (1100+300)
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.)	-	2700	Testing charge+ Specimen (1100 x 2+500) Tensile Strength (Before Exposure) & Tensile Strength (after Exposure)
Cl.10.3(The axial shrinkage shall not exceed 2 percent when determined in accordance with Annex B.)	-	700	-
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 )	-	1000	-

Complete

14 Dec, 2027

-
-

IS 4984 (2016)

Polyethylene pipes for water supply - Specification (Fifth Revision)

Upto 355 DN

31369 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5, 5.1 table-1(MATERIALS)	-	0	-
5.2(Polyethylene Resin)	-	4525	Complete testing charges for Raw material
5.3 (a)(Carbon Black Master Batch)	-	1875	For CBC+ Ash content (925+950)
5.3(b)(Carbon Black Master Batch)	-	1875	For CBC+ Ash content (925+950)
5.3(c)(Carbon Black Master Batch)	-	1875	For CBC+ Ash content (925+950)
5.3(d)(Carbon Black Master Batch)	-	1875	For CBC+ Ash content (925+950)
5.3(e)(Carbon Black Master Batch)	-	1875	For CBC+ Ash content (925+950)
5.4(Anti oxydent)	-	0	-
8.3(Carbon black)	-	925	-
8.6(Overall migration)	-	2000	Testing charge:1700+ Specimen: 300
6, 6.1(PIPE DESCRIPTION)	-	0	-
6, 6.1.1(PIPE DESCRIPTION)	-	0	-
6, 6.1.2(PIPE DESCRIPTION)	-	0	-
6.1.3 (PIPE DESCRIPTION)	-	0	-
6.1.4(PIPE DESCRIPTION)	-	0	-
6.2(Colour)	-	250	-
6.2.1(6.1.1 Identification Stripes)	-	250	-
7.2(Length)	-	250	-
7.4 table -3 & 4(6.1 Dimensions)	-	250	-
7.4.1.2(Ovality)	-	250	-
8,/8.1/8.1.1 table-5(PERFORMANCE REQUIREMENTS / Hydraulic Characteristics/ Internal Pressure Creep Rupture Test of Pipe)	-	21400	(a) Acceptance Test (48 hrs.)/80˚ C: 1600 + (b) Type Test (100 hrs.)/27˚ C:4000+ (c) Type test (165 hrs.)/80˚ C:4800 + (d) Type test (1000 hrs.)/80˚ C:11000.
8.1.2 table -5(Internal Pressure Creep Rupture Test of Pipe Joints)	-	1600	-
8.2(Longitudinal Reversion Test)	-	900	Testing charge+ Specimen (700+200)
8.4( Melt Flow Rate)	-	1100	-
8.5 (Oxidation Induction Time)	-	2200	-
8.7(Density)	-	500	-
8.8(Tensile Strength for Butt-fusion)	-	1600	Testing charges + Specimen ( 1100+500)
8.9 table-6(Elongation at Break)	-	1600	Testing charges + Specimen ( 1100+500)
8.1(Slow Crack Growth Rate)	-	6000	Testing charges + Specimen ( 5500+500)

Complete

14 Dec, 2027

-
-

IS 11652 (2017)

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

All Sizes

20835 View breakup
-

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 (i) Dimensions, mm (see Note ) -Annex B a) Length of sack, inside (l), 710 ± 10 mm )	-	500	-
Fig. 1- Table 1-Sr. no. i (Dimensions, mm (see Note )- Annex B b) Width of sack (w) 480 ± 10 mm )	-	0	-
Fig. 1- Table 1- Sr. no. i (Dimensions, mm (see Note )- Annex B c) Width of gusset (e) 76 ± 10 mm )	-	0	-
Fig. 1- Table 1- Sr. no. i (Dimensions, mm (see Note ) -Annex B d) Width of valve (v) 100, + 10/-5 mm )	-	0	-
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. )	-	0	-
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. )	-	0	-
4.1(Raw Material )	-	2000	-
4.3(Sacks)	-	300	-
4.4(Seam )	-	2000	-
4.4(Seam The two rows of stitches shall be separated from each other by minimum 5 mm and )	-	0	-
4.4(Seam The outer stitch shall be minimum 8 mm from the outer edge of the sacks. )	-	0	-
4.4(Seam The stitching shall be done with double fold over seam to)	-	0	-
4.4(to a depth of minimum 25 mm, so that so that)	-	0	-
4.4(that the stitches pass through a minimum of six layers of the fabric.)	-	0	-
4.4(The number of stitches/dm shall be 14 ± 2.)	-	0	-
4.5(Lamination )	-	2000	-
4.6(Capacity The sack shall have the nominal filling capacity of 50 kg)	-	400	-
Fig. 1- Table 1- Sr. no. ii (Ends per dm - Annex B 40 ± 2 )	-	250	-
Fig. 1- Table 1-Sr. no. iii (Picks per dm-Annex B 40 ± 2 )	-	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-Table 1-Sr. no. iv(Requirements, Mass of Sack- IS 1964 a) gusseted type 71 + 6%)	-	500	-
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.v(Average breaking strength of fabric [Ravelled strip method, 325 mm × 70 mm] Min, N(kgf): - 1969 (Part 1) b) Widthwise , 900 (91.8) )	-	1100	-
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	-
5/5.3-Table 1-Sr. no.vii(Elongation at break of fabric (Ravelled strip method), percent : - IS 1969 (Part1 ) b) Widthwise 15 to 25)	-	0	-
5/5.4-Table 1-Sr. no.viii(Drop impact strength - Annex C No failure)	-	1100	-
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 )	-	0	-
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 )	-	12380	UV Exposure= 10180 + Breaking strength after exposure (lengthwise & widthwise)= 2200

Complete

14 Dec, 2027

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-

Bureau of Indian Standards

The National Standards Body of India

CENTRAL INSTITUTE OF PETROCHEMICALS ENGINEERING & TECHNOLOGY

CITY CENTRE, P.O. DEBHOG, HALDIA, MEDINIPUR EAST, WEST BENGAL, INDIA, HALDIA, Medinipur East, West Bengal, 721657

9337476507 [email protected]

Scope List