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

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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 14968 (2015)

Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packing 50 Kg/25 kg sugar – Specification (first revision)

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1(Raw Material)	-	1050	Identification
4.2(Tapes – Width IS 6192 and IS 11197)	-	250	Fabric (tape width)
4.2(Tapes – Linear Density )	-	500	Linear Density
4.2(Construction)	-	0	Included in Fabric (tape width)
4.3.1(Bottom Seam)	-	250	Sacks (Bottom seam & mouth)
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(stitches/dm)	-	0	Sacks (Visual Appearance)
4.3.2(Mouth)	-	0	Sacks (Bottom seam & mouth)
4.4(Liner IS 10146 or IS 10910.)	-	300	Liner
4.4(Mass of the loose liner )	-	0	Mass of the loose liner
4.4(Width of the loose liner)	-	0	Width of the loose liner
4.4(Length of the line)	-	0	Width of the loose liner
4.4(Bottom seam of the loose liner)	-	0	Bottom seam of the loose liner
4.5 and Table 1 i(Capacity)	-	250	Capacity
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 )	-	200	Ends per dm
5.2 and Table 1 iv(Picks per dm )	-	200	Picks per dm
5.1 and Table 1 v a(Mass of unlaminated sack IS 1964)	-	250	Mass of Sack & GSM
5.1 and Table 1 v b(Mass of unlaminated sack with liner )	-	0	Mass of Sack & GSM
5.2 and Table 1 vi a(Average breaking strength of fabric Lengthwise IS 1969 (Part 1))	-	1100	Avg. Breaking Strength & Elongation at break of Fabric a) Lengthwise
5.2 and Table 1 vi b(Average breaking strength of fabric Widthwise IS 1969 (Part 1))	-	1100	Avg. Breaking Strength & Elongation at break of Fabric Widthwise
5.2 and Table 1 vi(Breaking strength of bottom seam IS 9030 )	-	1100	Min. Breaking Strength of Bottom Seam
5.2 and Table 1 viii a(Elongation at break of fabric Lengthwise IS 1969 (Part 1))	-	1100	Avg. Breaking Strength & Elongation at break of Fabric after UV radiation & weathering a) Lengthwise
5.2 and Table 1 viii b(Elongation at break of fabric Widthwise IS 1969 (Part 1))	-	1100	Avg. Breaking Strength & Elongation at break of Fabric after UV radiation & weathering a) Widthwise
5.2 and Table 1 x(Ash content )	-	950	Ash content

Complete

31 Dec, 2023

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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)

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.2(Tapes – Width and Thickness ( IS 6192/IS 11197))	-	250	Fabric (tape width)
3.2(Tapes – Linear Density (IS 6192/IS 11197))	-	400	Linear density
3.2(Tapes – Tenacity (IS 6192/IS 11197))	-	1100	Tenacity & Elongation
3.2(Tapes – Elongation at point of rupture (IS 6192/IS 11197))	-	1100	Elongation of the Tape at the point of rupture
3.2(Tapes – Heat Shrinkage (HDPE) (Cl. 3.2 and IS 6192))	-	1400	Heat Shrinkage ( at 60 °C ) 700 Heat Shrinkage ( at 95 °C ) 700
3.2(Tapes – Dimensional stability (PP) (IS 11197))	-	1400	Dimensional Stability ( at 100 °C ) 700 Dimensional Stability ( at 125 °C.) 700
3.3.1(Bottom seam (IS 10789))	-	1100	Bottom Seam
4.1 and 3.4(Mass of bale (Cl. 4.1), Capacity (Cl 3.4))	-	250	Capacity
4.2 and Table 1 ii(Dimensions )	-	250	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
4.2 and Table 1 v(Mass of sack )	-	300	Mass of Sack & GSM
4.2 and Table 1 vi(Average breaking strength of fabric )	-	2200	Avg. Breaking Strength & Elongation at break of Fabric a) Length 1100 b) Widthwise 1100
4.2 and Table 1 vi(Breaking strength of bottom seam )	-	1100	Min. Breaking Strength of Bottom Seam
4.2 and Table 1 viii(Elongation at break of fabric )	-	2200	Avg. Breaking Strength & Elongation at break a) Length 1100 b) Widthwise 1100
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 )	-	2200	Avg. Breaking Strength & Elongation at break of Fabric after UV radiation & weathering a) Length 1100 b) Widthwise 1100
4.2 and Table 1 x(Ash content )	-	950	Ash Content

Complete

31 Dec, 2023

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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 -

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
19(Marking)	-	300	Marking
3(Type of Fitting)	-	300	Type of fitting
4(Size Designation)	-	500	Dimension
5(Colour of fittings)	-	300	Colour of fittings
7.1,Table 1(Wall thickness)	-	0	Included in Dimension
7.2 ,Table 2&3(Socket Dimensions)	-	0	Included in Dimension
7.3(Dimensions of waste trap(Nahani Trap)	-	0	Included in Dimension
8(Sealing Rings)	-	375	Hardness of Sealing Ring
10(Workmanship)	-	300	Workmanship
11(Design requirements)	-	500	Design Requirement (Visual) Access Opening (Optional)
11.1(Solvent cement type or Rubber ring type)	-	0	Included in Design Requirement (Visual)
11.2(Socket and spigot configeration)	-	0	Included in Design Requirement (Visual)
11.4,Table 5(Vent cowl)	-	0	Included in dimension
11.5,Table 6(Pipe Clips)	-	0	Included in Dimension
12.1(Visual appearance)	-	300	Visual Appearance
12.2(Stress relief test)	-	700	Stress Relief test
12.3(Vicat softening tempewrature)	-	1100	Vicat Softening Temp. (VST)
Cl.13, IS 12235 (P-7)-2004, (Resistance to Sulphuric Acid)	-	2000	Resistance to Sulphuric Acid ( 55 °C/14 days)
Cl.14, Annex A(Titanium Di-Oxide Content)	-	1200	Titanium Dioxide Content (TiO2)
Cl.15, Annex B(Sulphated Ash Content)	-	950	Sulphated Ash Content
16.1(Impact test)	-	1100	Impact test (Drop test)
17(Watet tightness of joint)	-	850	Water Tightness of Joints

Complete

31 Dec, 2023

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IS 14333 (1996)

High Density Polyethylene Pipe For Sewerage -

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
10(Marking)	-	0	-
3(Designation)	-	0	-
4(Colour)	-	300	Color
6(Dimensions of pipes)	-	250	Dimensions of pipe
7(Visual Appearance)	-	300	Visual Appearance
8.1(Hydraulic characteristics)	-	6400	Hydraulic Characteristics (a) Acceptance Test (48 hrs / 80˚ C) -1600 (b) Type test ( 165 hrs / 80˚ C)-4800
8.2(Reversion)	-	700	Reversion
8.3(Density)	-	500	Density
8.4(Melt Flow Rate)	-	1100	Melt Flow Rate (MFR)
Cl. 8.5, IS 2530-1963, Cl. 10(Cabon Black Content)	-	925	Carbon Black content
Cl. 8.5, IS 2530-1963, Cl. 16(Carbon Black Dispersion)	-	700	Carbon Black dispersion

Complete

31 Dec, 2023

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IS 14252 (2015)

Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sack for filling sand – Specification (second revision)

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(Raw Material)	-	1050	Raw material Identification
3.2(Tapes – Width )	-	250	Width
3.2(Tapes – Linear Density )	-	500	Tapes – Linear Density
3.3(Tying Cord)	-	250	-
3.4(Sack)	-	250	-
3.4.1(Seam)	-	250	-
4.1 and Table 1 i a(Dimensions Outside Length)	-	250	-
4.1 and Table 1 i b(Dimensions Outside Width)	-	250.02	-
4.1 and Table 1 ii(Ends per dm )	-	250	-
4.1 and Table 1 iii(Picks per dm )	-	250	-
4.2 and Table 1 iv(Mass of sack )	-	250	-
4.1 and Table 1 v a(Average breaking strength of fabric Warpway )	-	1100	-
4.1 and Table 1 v b(Average breaking strength of fabric Weftway )	-	0	-
4.1 and Table 1 vi(Average Breaking strength of bottom seam )	-	1100	-
4.1 and Table 1 vii a(Elongation at break of fabric Lengthwise)	-	1100	-
4.1 and Table 1 vii b(Elongation at break of fabric Widthwise )	-	1100	-
4.1 and Table 1 viii(Average breaking strength and elongation at break of UV stabilized HDPE/PP fabric after been exposed to UV radiation and weathering )	-	1100	-
4.1 and Table 1 ix(Ash content )	-	950	-

Complete

31 Dec, 2023

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IS 4984 (2016)

Polyethylene pipes for water supply - Specification (Fifth Revision)

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5, 5.1 table-1(MATERIALS)	-	0	--
5.2(Polyethylene Resin)	-	1050	--
5.3 (a)(Carbon Black Master Batch)	-	1875	925+950
5.3(b)(Carbon Black Master Batch)	-	500	--
5.3(c)(Carbon Black Master Batch)	-	900	--
5.3(d)(Carbon Black Master Batch)	-	700	--
5.3(e)(Carbon Black Master Batch)	-	950	--
8.3(Carbon black)	-	925	--
8.6(Overall migration)	-	2000	1700+300
6, 6.1(PIPE DESCRIPTION)	-	0	--
6.2(Colour)	-	300	--
6.2.1(6.1.1 Identification Stripes)	-	250	--
7.2(Length)	-	250	--
7.4 table -3 & 4(6.1 Dimensions)	-	500	--
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	100 hrs test=4000 48 hrs test =1600 165 hrs test =4800 1000 hrs test = 11000
8.1.2 table -5(Internal Pressure Creep Rupture Test of Pipe Joints)	-	1600	--
8.2(Longitudinal Reversion Test)	-	900	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	--
8.9 table-6(Elongation at Break)	-	1600	--
8.1(Slow Crack Growth Rate)	-	6000	5500+500

Complete

31 Dec, 2023

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IS 14151 : Part 1 (1999)

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

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.3(CLASSIFICATION OF PIPES)	-	0	-
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	-
5.1 table -1(DIMENSIONS OF PIPES)	-	500	-
5.1.2(Ovality)	-	500	-
6.1(VISUAL APPEARANCE)	-	300	-
7.1 Table -2(Hydraulic Characteristics)	-	6400	Hydraulic Characteristics Acceptance Test (80˚C/48 h ) 1600 Quality Test (80˚C/165 h ) 4800
7.2(Reversion Test)	-	700	-
7.3(Tensile Test)	-	1100	-
7.4table-2(Fusion Compatibility Test)	-	6400	Fusion Compatibility test Acceptance Test (80˚C/48 h ) 1600 Quality Test (80˚C/165 h ) 4800
7.5(Density)	-	500	-
7.6(Melt now Rate (MFR))	-	1100	-

Complete

31 Dec, 2023

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IS 14151 : Part 2 (2008)

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

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.2.1 (Visual and Workmanship Requirement)	-	300	VISUAL
6.1.3.1.1(Weldability Test)	-	6400	1600+4800
6.1.2.2( Hydraulic Proof Test)	-	850	--
6.1.1, 6.1.1.1(Leakage Test)	-	850	--
5.3(Dimensions of Quick Coupled Sprinkler Saddles Table 1.)	-	500	250+250
5.2(Dimensions of Quick Coupled Pump Connectors Table 3.)	-	500	250+250
4.2.7(Valve openers Table 1 of IS 8008 (Part 2))	-	500	250+250
4.2.7(End caps Table 1 of IS 8008 (Part 9))	-	500	250+250
4.2.7(Pipe ends Table 1 of IS 8008 (Part 6))	-	500	250+250
4.2.7(Quick Coupled ~pe HDPE Fittings)	-	6950	1000+2200+1850+1400+500 mALE & FEMALE COUPLER TESTING
4.1.5(Rubber Ring)	-	4950	375+375+4200
4.1 .3(Workmanship and Appearance)	-	300	VISUAL
4.2.7(Insert vatve couplers Table 1 of IS 8008 (Part 3))	-	500	250+250
Cl. 4.1.1.2.1, IS 14151 (P-1)-1999, Cl. 4, IS 2530-1963, Cl. 16(Carbon Black Dispersion)	-	19175	PIPE TESTING
4.1 .1.2.2(HDPE couplers)	-	6950	1000+2200+1850+1400+500 mALE & FEMALE COUPLER TESTING
Cl. 4.1.1.2.1, IS 14151 (P-1)-1999, Cl. 4, IS 2530-1963, Cl. 10(Cabon Black Content)	-	19175	PIPE TESTING
3(QUICK COUPLED PIPES)	-	300	VISUAL

Complete

31 Dec, 2023

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IS 13592 (2013)

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

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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	K – Value
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	Dimension
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).)	-	0	Included in Dimension
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).)	-	0	Included in Dimension
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	Included in Dimension
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	Included in Dimension
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	Included in Dimension
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	Visual appearance
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.)	-	700	Reversion
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	Stress relief test
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	Vicat Softening temp. (VST)
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	Effect on sunlight for 1600 hrs*(Manual)
Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid)	-	2500	Resistance to sulphic acid 55°C/14days + Sample Preparation
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	Resistance to external blow at 0°C(Impact) + Sample Preparation
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.)	-	1350	Tensile strength (Before Exposure) + Sample Preparation
Cl.10.3(The axial shrinkage shall not exceed 2 percent when determined in accordance with Annex B.)	-	700	Axial Shrinkage (Type B pipe only) (90˚C/ 1 Hour)
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	Water tightness of joints
Cl. 12, IS 12235 Part 11(Resistance to Di-Chloro-Methane )	-	1000	Resistance to Dichloromethane at Specified temp.

Complete

31 Dec, 2023

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IS 13488 (2008)

Irrigation equipment - Emitting pipe systems - Specification (First Revision)

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1(Materials - shall be resistant to fertilizers and chemicals commonly employed in irrigation, and shall be suitable for use with water at temperatures up to 60°C and at pressures designed for the emitting pipe)	-	1050	--
5.1.2 (Ref. Cl 4.1.a of IS 12786 : 1989)(Potyethylene - higher olefins constituent )	-	1050	--
5.1.2 (Ref. Cl 4.1.b of IS 12786 : 1989)(Potyethylene - anti-oxidant)	-	2000	--
5.1.2 (Ref. Cl 4.1.c.i of IS 12786 : 1989)(Density)	-	1125	500+625
5.1.2 (Ref. Cl 4.1.c.ii of IS 12786 : 1989)(Toluene extract - Annex A of IS 12786:1989)	-	1000	--
5.1.2 (Ref. Cl 4.1.c.iii of IS 12786 : 1989)(Volatile matter - Annex B of IS 12786:1989)	-	700	--
5.1.2 (Ref. Cl 4.1.c & 4.2.a of IS 12786 : 1989)(Carbon Black content - IS 2530 : 1963)	-	925	--
5.1.2 (Ref. Cl 4.2.b of IS 12786 : 1989)(The dispersion of Carbon Black content shall be satisfactory - IS 2530 : 1963)	-	700	--
6.2.2(Fittings)	-	250	--
8.1.2(Uniformity of Emission Rate for Unregulated Emitting Pipes)	-	1000	--
8.1.3(Uniformity of Emission Rate for Regulated Emitting Pipes)	-	1000	--
8.2(Emission Rate of Emitting Unit as a Function of Inlet Pressure)	-	1000	--
8.2.1(Unregu/Qt~d Emining Pipe)	-	0	--
8.2.2(Regulated Emitting Pipes)	-	1000	--
8.3.1(Wall Thickness ofEmitting Pipe)	-	250	--
8.3.2(Inside Diameter ofEmitting Pipe)	-	250	--
8.3.3(Flow Paths in Emitting Unit)	-	200	--
8.3.4(Spacing ofEmitter Units)	-	200	--
8.4.1(Resistance to Hydrostatic Pressure at Ambient Temperature)	-	1000	--
8.4.2(Resistance to Hydrostatic Pressure at Elevated Temperature)	-	1600	--
8.5(Resistance to Tension at Elevated Temperature)	-	1100	--
8.6(Resistance to Pull Out of Joints Between Fitting and Emitting IS 13479)	-	400	--
8.7.1(Resistance of PE Emitting Pipe to Environmental Stress Cracking -Acceptance Test Annex D of IS 12786)	-	1200	--
8.7.2(Resistance of PE Emitting Pipe to Environmental Stress Cracking - Type Test Annex D of IS 12786)	-	1600	--
8.8(Determination of Emitting Unit Exponent)	-	600	--
9.1(DESIGNATION - Non regulated Emitting Pipe)	-	0	--
9.2(DESIGNATION - Regulated Emitting Pipe)	-	0	--

Complete

31 Dec, 2023

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IS 13487 (1992)

Irrigation equipment - Emitters - Specification

4700 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.1(Construction and workmanship)	-	300	Construction & Workmanship
7.2(Flow path in emitters)	-	300	Flow Path in Emitter
7.3.1(Resistance to Hydrostatic pressure)	-	999.99	Resistance to Hydrostatic pressure
7.3.2(Resistance to Hydrostatic pressure)	-	0	included in 7.3.1
7.3.3(Resistance to Hydrostatic pressure)	-	0	included in 7.3.1
7.4.1(Emitter Pull Out In-line emitters)	-	500	Emitter Pullout
7.4.2(Emitter Pull Out On-line emitters)	-	0	Included in 7.4.1
8.1.2(Uniformity of Emission Rate Unregulated emitters)	-	1000	Uniformity of emission rate
8.1.3(Uniformity of Emission Rate Regulated emitters)	-	0	Included in 8.1.2
8.2.2(Emission rate as a function of inlet pressure Unregulated emitters)	-	1000	Emission rate as a function of inlet pressure
8.2.3(Emission rate as a function of inlet pressure Regulated emitters)	-	0	Included 8.2.2
8.3(Determination of Emitter Exponent)	-	600	Determination of Emitter Exponent

Complete

31 Dec, 2023

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IS 12818 (2010)

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

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.6(Vicat Softening Temperature IS 12235 (Part 2).)	-	1100	VST
9.5(Tensile Strength IS 12235(Part 13))	-	1600	Tensile 1100+500
9.4 and Table 14(Resistance to External Blows at 0 ?C IS 12235 (Part 9))	-	1400	1100+300
9.3(Density IS 12235 (Part 14))	-	500	--
9.2(Internal Diameter)	-	350	--
9.1( Visual Appearance)	-	300	--
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	1500	1000+500
8.4(Sealing rings - Hardness)	-	375	--
8.1 to 8.3 and Table 11 &12 Fig 3A & 4A(THREADING OF SCREEN ANDCASING PIPES. IS 554.)	-	250	--
7.5 and Table 10 Fig 2A & 2B(Approximate Free Passage Area, in Percent (Mean Value) for Width of Slot (w))	-	250	--
7.5 and Table 10 Fig 2A & 2B(Minimum number of slots on the circumference of the cross-section.)	-	250	--
7.4 Table 8 & 9 Fig 1(Segmental length, l5)	-	250	--
7.4 Table 8 & 9 Fig 1(Segmental length, l4)	-	250	--
7.4 Table 8 & 9 Fig 1(Segmental length, l3)	-	250	--
7.4 Table 8 & 9 Fig 1(Effective length, l2)	-	250	--
7.3.2(Rib height)	-	250	--
7.3.1(No.of Ribs)	-	250	--
7.2 and Table 5, 6 & 7 Fig 1B(Wall thickness, Max)	-	250	--
7.2 and Table 5, 6 & 7 Fig 1B(Wall thickness, Min)	-	250	--
7.2 and Table 5, 6 & 7 Fig 1B(Mean Outer Diameter over Connection)	-	250	--
7.2 and Table 5, 6 & 7 Fig 1B(Outer Diameter at any point, Max)	-	250	--
7.2 and Table 5, 6 & 7 Fig 1B(Outer Diameter at any point , Min)	-	250	--
7.2 and Table 5, 6 & 7 Fig 1B(Mean Outer Diameter of Pipe , Max)	-	250	--
7.2 and Table 5, 6 & 7 Fig 1B(Mean Outer Diameter of Pipe, Min)	-	250	--
7.2 and Table 5, 6 & 7 Fig 1B(Nominal Diameter)	-	250	--
7.2 and Table 5, 6 & 7 Fig 1B(DIMENSIONS - Casing Pipes)	-	500	250+250
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Wall thickness)	-	250	--
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Mean Outer Diameter over Connection)	-	250	--
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Outer Diameter at any point )	-	250	--
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Mean Outer Diameter of Pipe)	-	250	--
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Nominal Diameter)	-	250	--
4.1.2 (Ref. Cl 11 of IS 4669)(Composition -Sulphated ash content )	-	950	--
4.1.2 (Ref. Cl 5.1. of IS 4669)(Composition - Loss on heating )	-	900	700+200
4.1.1 (Ref. 3.4.1. of IS 10151)(Composition - The monomer content (VCM content) in the resin - Annex A ofIS 10151)	-	3000	--

Complete

31 Dec, 2023

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IS 12786 (1989)

Irrigation equipment - Polyethylene pipes for irrigation laterals - Specification

9725 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1.a (Potyethylene - higher olefins constituent )	-	1050	--
4.1.b(Potyethylene - anti-oxidant)	-	2000	--
4.1.c.i (Density)	-	1125	500+625
4.1.c.ii (Toluene extract - Annex A)	-	1100	--
4.1.c.iii (Volatile matter - Annex B )	-	700	--
4.1.c & 4.2.a (Carbon Black content - IS 2530 : 1963)	-	925	--
4.2.b (The dispersion of Carbon Black content shall be satisfactory - IS 2530 : 1963)	-	700	--
7.3(Tensile Test)	-	1350	1100+250
7.3(Elongation at Break)	-	0	--
7.4(SusceptibiIity to Environmental Stress Cracking)	-	1200	--
7.2(Reversion Test)	-	900	700+200

Complete

31 Dec, 2023

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IS 12701 (1996)

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

11625 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.2.3(Carbon Black Content )	-	925	Carbon black content *
4.2.3(Carbon Dispersion Test)	-	700	Carbon black content
5(Types and Features )	-	3100	Net & Gross Capacity 500 Overall Diameter 250 Overall Height 250 Internal dia of man - hole 250 Wall thickness upon effective height 250 Wall thickness above effective height 250 Minimum weight without lid 500
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	0	included in Types and feature
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	0	included in Types and feature
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	0	included in Types and feature
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	0	included in Types and feature
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	0	included in Types and feature
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	0	included in Types and feature
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	0	included in Types and feature
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	0	included in Types and feature
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	0	included in Types and feature
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	0	included in Types and feature
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	0	included in Types and feature
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	0	included in Types and feature
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	0	included in Types and feature
5.3(Types and Features )	-	0	included in Types and feature
5.6(Types and Features )	-	0	included in Types and feature
6.1(Finish)	-	300	Finish / Visual Appearance
7.1.1(Resistance to Deformation)	-	700	Resistance to deformation
7.1.2(Resistance to Deformation)	-	0	Resistance to deformation
7.2(Resistance to Impact)	-	1100	Resistance to impact
7.3(Test for Top Load Resistance)	-	900	Top load resistance (for 1500 lit and more)
7.4(Tensile Strength)	-	1100	Tensile Strength
7.5(Flexural Modulus)	-	1100	Flexural modulus
7.6(overall Migration)	-	1700	Overall Migration 40°C / Water/ 10 days

Complete

31 Dec, 2023

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IS 10124 : Part 2 (2009)

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

4450 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.2.2, and Fig. 2(Dimensions of Socket for Elastomeric Sealing Ring Joint)	-	500	Dimension
Clause 3.2.2, and Fig. 2.(Minimum wall thickness for working pressure)	-	0	Included in Dimension
Clause 3.2.2, and Fig. 2.(B)	-	0	Included in Dimension
Clause 3.2.2, and Fig. 2(Nominal size)	-	0	Included in Dimension
3.2.1, Table-1, Fig-1(Plumbing)	-	0	Included in Dimension
3.2.1, Table-1, Fig-1(Minimum wall thickness for working pressure)	-	0	Included in Dimension
3.2.1, Table-1, Fig-1(B)	-	0	Included in Dimension
3.2.1, Table-1, Fig-1(Nominal size)	-	0	Included in Dimension
10.7 of IS 4985(Sulphated Ash content, Annex-B of IS 4985)	-	950	Sulphated ash content
10.3 of IS 4985 & Cl. 3.2 of IS 12235(P-10)(Other toxic substances such as 'di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate' (third extraction))	-	3000	Effect on water
10.3 of IS 4985 & Cl. 3.2 of IS 12235(P-4)(Effect on water: Cadmium (all three extracts))	-	0	Effect on water
10.3 of IS 4985 & Cl. 3.1 of IS 12235(P-10)(Effect on water:Dialkyl tin C4 and higher homologues measured as tin (third extraction))	-	0	Effect on water
10.3 of IS 4985 & Cl. 3.1 of IS 12235(P-4)(Effect on water: Lead (Third Extraction))	-	0	Effect on water
10.3 of IS 4985 & Cl. 3.1 of IS 12235(P-4)(Effect on water: Lead (First Extraction))	-	0	Effect on water

Complete

31 Dec, 2023

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IS 10124 : Part 1 (2009)

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

6725 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3(Material)	-	4100	VCM Content K - Value
4(Size of fitting)	-	0	Dimension
5.1 Table-1 Fig.1(Dimension of Socket length)	-	500	Socket Lengths & Diameter at mid point of Socket Length
5.1.2 Table-1(Dimensions of mean inside diameter at mid-point of socket depth)	-	0	Socket Lengths & Diameter at mid point of Socket Length
5.1.3 (Out of Roundness Tolerance of Socket Inside Diameter)	-	0	Socket Lengths & Diameter at mid point of Socket Length
5.2 Table-2 Fig.2(Dimensions of socket for elastomeric sealing ring)	-	0	Socket Lengths & Diameter at mid point of Socket Length
6.1(Opacity test in accordance with IS 12235 (Part 3))	-	575	Opacity
6.2(Short Term Hydraulic Test in accordance with Annex A)	-	850	Short term Hydraulic test (27 °C/1hour)
8(Marking)	-	250	marking

Complete

31 Dec, 2023

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IS 7834 : Part 3 (1987)

injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 3 Specific requirements for 90 degree elbows

3500 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
cl 2.2.2(Dimensions)	-	500	Dimension
Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Lead (first extraction) - Appendix C )	-	3000	Effect on water test
Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Lead (third extraction) - Appendix C)	-	0	Effect on water test
Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Other toxic substances (third extraction) - Appendix C)	-	0	Effect on water test

Complete

31 Dec, 2023

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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

5625 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.4(Minimum Thickness)	-	500	Minimum Thickness
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Minimum Socket Length)	-	0	Socket length & diameter at Midpoint of socket length
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Mean Socket Internal Diameter at Mid-Point of Socket Length)	-	0	Socket length & diameter at Midpoint of socket length
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Out-of-roundness tolerances of socket inside diameter)	-	0	Socket length & diameter at Midpoint of socket length
Cl. 6.1(Stress Relief Test- Appendix A)	-	700	Stress Relief test
Cl. 6.2(Opacity- Appendix B)	-	575	Opacity
Cl. 6.3(Effect on Water[(Lead ( first extraction )]- Appendix C)	-	3000	Effect on water test
Cl. 6.3(Effect on Water[(Lead ( third extraction )]- Appendix C)	-	0	Effect on water test
Cl. 6.3(Effect on Water [Dialkyl tin C4, and higher homologues, measured as tin ( third extraction )]- Appendix C)	-	0	Effect on water test
Cl. 6.3(Effect on Water [Other toxic substances ( third extraction )]- Appendix C)	-	0	Effect on water test
Cl. 6.4(Short-Term Hydraulic Test- Appendix D)	-	850	Short term Hydraulic test (27 °C/1h.)

Complete

31 Dec, 2023

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IS 5175 (2014)

Fibre ropes – Polypropylene split film, monofilament and multifilament (PP2) and polypropylene high- tenacity multifilament (PP3) – 3-, 4-, 8- and 12-strand ropes (third revision)

6300 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 4( Designation)	-	3950	Yarn (Identification) Construction (Visual) Structure (Visual) Treatment U.V. Inhibitor/ Stabilizer Indfentification by FTIR method Rope (Visual)
Cl 5(General Requirements)	-	750	Mass per Coil Pitch Length of Coil
Cl 6 & Table 1,2 or 3(Linear Density)	-	500	Density
Cl 6 & Table 1,2 or 3(Breaking Force)	-	1100	Linear Breaking Strength

Complete

31 Dec, 2023

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IS 4985 (2000)

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

30925 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
11.2(Resistance to External Blows at 0°C)	-	1300	1000+300
11.1.1(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Plumbing pipes)	-	850	--
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Integral Sealing Ring Sockets)	-	850	--
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)-for Integral Sealing Ring Sockets)	-	11000	--
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test))	-	850	--
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test))	-	11000	--
10.6(PHYSICAL AND CHEMICAL CHARACTERISTICS- Density)	-	500	--
10.5(PHYSICAL AND CHEMICAL CHARACTERISTICS- Vicat Softening Temperature)	-	1100	--
10.4(PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test)	-	900	700+200
10.2(PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity)	-	575	--
10.1.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance)	-	300	--
10.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance)	-	300	--
9.1(PIPE ENDS)	-	0	--
8(SEALING RINGS)	-	0	--
7.2.1.2-Table 4(DIMENSIONS-Sockets for elastomeric sealing ring joints-Socket inner Diameter)	-	500	--
7.2.1.2(a)-Table 5(DIMENSIONS-Sockets for elastomeric sealing ring joints-Minimum depth of engagement)	-	500	--
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Maximum))	-	500	--
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Minimum Length)	-	250	--
7.2.1(DIMENSIONS-Socket)	-	250	--
7.1.2.1(DIMENSIONS-PIPE-Average Thickness)	-	250	--
7.1.2.1(DIMENSIONS-PIPE-Thickness(Maximum))	-	250	--
7.1.2.1(DIMENSIONS-PIPE-Thickness(Minimum))	-	250	--
7.1.1.2(DIMENSIONS-PIPE-Ovality (Maximum))	-	250	--
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. Variation)	-	250	--
5(CLASSIFICATION OF PIPES)	-	0	--
Clause 10.7(Sulphated Ash Content)	-	950	--

Complete

31 Dec, 2023

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IS 2508 (2016)

Polyethylene films and sheets - Specification (Third Revision)

- View breakup
For Others: • Rs.17525/- for Type I & II • Rs.3850/- for Black compound (OPTIONAL) • Rs.10875/- for Type III & IV • Rs.2225/- for Natural Compound (OPTIONAL) For BIS: • Rs.14406/- for Type I & II • Rs.3044/- for Black compound (OPTIONAL) • Rs.8281/- for Type III & IV • Rs.1825/- for Natural Compound

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