BIS - LIMS (Laboratory Information Management System)

CIPET, Lucknow

B-27 Amausi Industrial Area Nadarganj Lucknow, Lucknow, Lucknow, Uttar Pradesh, 226008

7052009477 cipetlko2@gmail.com

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67 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 14887 (2014)

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

17905 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))	-	200	-
3.3.1(Bottom seam (IS 10789))	-	0	-
4.1 and 3.4(Mass of bale (Cl. 4.1), Capacity (Cl 3.4))	-	250	-
4.2 and Table 1 ii(Dimensions )	-	250	-
5.2 and Table 1 iii(Ends per dm )	-	250	-
5.2 and Table 1 iv(Picks per dm )	-	250	-
4.2 and Table 1 v(Mass of sack )	-	300	-
4.2 and Table 1 vi(Average breaking strength of fabric )	-	2200	-
4.2 and Table 1 vi(Breaking strength of bottom seam )	-	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 )	-	11280	-
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	-
4.2 and Table 1 x(Ash content )	-	950	-

Complete

IS 14885 (2001)

Polyethylene pipes for the supply of gaseous fuels - Specification

356175 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.4(Colour)	-	300	-
6.1, Table-3(Nominal Outside Diameter of Pipes , Cl 6.3.1)	-	500	-
8.1(Hydraulic Charactristics, Annex-A)	-	25100	-
8.2(Reversion Test. Annex-C)	-	700	-
8.3(Density, Annex A of IS 7328)	-	500	-
8.4(Melt Flow Rate (MFR), IS 2530)	-	1100	-
8.5(Thermal Stability to Oxidation, Annex-D)	-	2200	-
8.6 & Table-2(Volatile Content: Annex-H of IS 14885)	-	700	-
8.7(Tensile yield strength, Annex-J)	-	1350	-
8.8(Resistance to Weathering, Annex-F)	-	9000	-
8.7(Elongation at break, Annex-J)	-	1350	-
8.9(Squeeze off, Annex-G)	-	1300	-
Table-2, 5.1(Pigment dispersion, Annex-E)	-	600	-
Table-2, 5.1(Resistance to gas constituents, Cl 5.5)	-	5000	-

Complete

IS 9537 : Part 3 (1983)

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

7425 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1(Marking)	-	300	-
6.2(Durability of Marking as per 6.4 of IS: 9537 (Part 1)-1980)	-	300	-
7.1.2(Maximum and minimum outside diameter of conduit)	-	1000	-
8.1(Construction as per clause 8 of IS: 9537 (Part 1)-1980)	-	300	-
9.2(Bending Test i) At Room Temp ii) At Low Temp (-5 ±2°C))	-	1000	-
9.3(Compression Test as per caluse 9.3 of IS: 9537 (Part 1)-1980)	-	1100	-
9.4(Impact Test as per clause 9.4 of IS: 9537 (Part 1)-1980)	-	1100	-
9.5(Collapse Test as per clause 9.5 of IS: 9537 (Part 1)-1980)	-	1000	-
10(Resistance to Heat -Ball presure test)	-	700	-
11.0(Resistance to burning as per clause 11 of IS: 9537 (Part 1)-1980)	-	700	-
12(Electrical Characteristics-Insulation resistance test as per clause 12.1.2 of IS: 9537 (Part 1)-1980)	-	1400	-
12(Electrical Characteristics-Test for electric strength as per clause 12.1.1 of IS: 9537 (Part 1)-1980)	-	1400	-

Complete

IS 9271 (2004)

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

5625 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.2, 8(Wall Thickness)	-	500	-
7.3(Length)	-	0	-
7.4.1,Table 2(Perforation Requirement-(Refer Table 2))	-	500	-
8.1.2(Visual Appearance, Workmanship and Finish)	-	300	-
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	-
8.3,Table 3(Pipe stiffness-(Refer Annex A))	-	1100	-
8.4,Table 3(Impact Strength at 0 degree C- (refer Annex B))	-	1400	-
8.5(Elongation Test-(Annex C,)- pipes shall not elongate more than 7.5 percent)	-	1100	-
8.6(BendIng Test-(Annex D,))	-	1000	-
8.7(Joints)	-	1000	-

Complete

IS 7834 : Part 8 (1987)

injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 8 Specific requirements for caps

4218.75 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
2.2.2(diameter of the socket of cap)	-	500		-

Complete

IS 7834 : Part 6 (1987)

injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 6 Specific requirements for sockets

4218.75 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
table 1 sl.no: 01(16 )	-	500		-

Complete

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

4218.75 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
cl 2.2.2(Dimensions)	-	500		-

Complete

IS 15328 (2003)

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

14100 View breakup
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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	included in dimension test
6.1,6.1.1 IS 12235 (Part 1) Table 1(Outside Diameter at any point, de)	-	0	included in dimension test
6.1.2 IS 4985 Table 2(Wall Thickness, e )	-	0	included in dimension test
6.1.3 (Length of Pipe)	-	0	included in dimension test
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	included in dimension test
6.1.4, Table 3(ii) Min. depth of engagement, A. )	-	0	included in dimension test
6.1.4 Table 3(iii) Depth of sealing Zone C )	-	0	included in dimension test
6.1.4, Table 3(iv) Length of spigot, l1)	-	0	included in dimension test
6.1.4, Table 3(v) Chamfer length, H : Approx.)	-	0	included in dimension test
6.1.4.1 (wall thickness of sockets e2 min=0.9e )	-	0	included in dimension test
6.1.4.1 (e3min=0.75e)	-	0	included in dimension test
6.1.4, Table 4(b) Solvent Cement Joint sockets and spigot ends i) Mean inside dia. Of socket, dsm)	-	0	included in dimension test
6.1.4, Table 4(ii) Length of Solvent Cement socket, l2 )	-	0	included in dimension test
6.1.4, Table 4(iii) Length of spigot, l1, 100 mm Min.)	-	0	included in dimension test
6.1.4, Table 4(iv) Chamfer length, H, 7 mm Approx.)	-	0	included in dimension test
7.1(Appearance:- )	-	300	Nil
7.2(Colour )	-	300	Nil
7.3 IS 1223S ( Part 2)(Vicat Softening Temperature When determined according to IS 1223S ( Part 2), shall not be lessthan 79°C.)	-	1100	-
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.)	-	1000	Test Charges-700 + Specimen charge-300
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.)	-	1400	Test Charges-1100 + Specimen charge-300
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)	-	1400	Test Charges-1100 + Specimen charge-300
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	Nil
8.3 IS 12235 ( Part 8/ Sec 1 ) Table 6(b) Type Test:(1000h at 60 0 C) )	-	11000	Nil
10.1.1 Annex D(Internal hydrostatic pressure test for elastomeric sealing ring joints)	-	850	-
10.1.2 Annex E(Internal negative hydrostatic pressure test (internal vacuum) for elastomeric sealing ring joints)	-	1000	-
10.2.1(Internal hydrostatic pressure test for solvent cemented Joints)	-	850	-
10.2.2(Internal negative hydrostatic pressure test (internal vacuum)for solvent cemented joints)	-	1000	-

Complete

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 -

8131.25 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5(Colour of fittings)	-	300	-
7.1,Table 1(Wall thickness)	-	500	-
7.2 ,Table 2&3(Socket Dimensions)	-	0	-
10(Workmanship)	-	300	-
11(Design requirements)	-	500	-
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	-
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

IS 12786 (1989)

Irrigation equipment - Polyethylene pipes for irrigation laterals - Specification

7431 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
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	-
5 and Table 1(DIMENSIONS OF PIPES - wall thickness shall)	-	250	-
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	-
7.4(SusceptibiIity to Environmental Stress Cracking)	-	1200	-

Complete

IS 14333 (1996)

High Density Polyethylene Pipe For Sewerage -

8681.25 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4(Colour)	-	300	Colour
6(Dimensions of pipes)	-	250	Dimensions of Pipes
7(Visual Appearance)	-	300	Visual Appearance
8.1(Hydraulic characteristics)	-	6400	a) Acceptance Test b) Type Test
8.2(Reversion)	-	1000	Reversion Test
8.3(Density)	-	500	Density
8.4(Melt Flow Rate)	-	1100	Melt Flow Rate
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

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

17155 View breakup
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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
4.3(Sacks)	-	300	Visual Appearance
4.4 and Table 1 i(Capacity)	-	250	-
5.2 and Table 1 ii a(Dimensions Inside Length)	-	250	-
5.2 and Table 1 iii(Ends per dm )	-	250	-
5.2 and Table 1 iv(Picks per dm )	-	250	-
5.1 and Table 1 v(Mass of sack )	-	250	-
5.2 and Table 1 vi a(Average breaking strength of fabric Lengthwise )	-	2200	-
5.2 and Table 1 vi b(Average breaking strength of fabric Widthwise )	-	0	-
5.2 and Table 1 viii a(Elongation at break of fabric Lengthwise)	-	0	-
5.2 and Table 1 viii b(Elongation at break of fabric Widthwise )	-	0	-
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 )	-	1100	-
5.2 and Table 1 vi a(Average breaking strength of fabric Lengthwise )	-	2200	Breaking Strength - Lengthwise & Breadthwise
5.2 and Table 1 x(Ash content )	-	950	-

Complete

IS 15907 (2010)

Agro textiles – High density polyethylene (HDPE) woven beds for vermiculture – Specification

54960 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.3(Cord Beading - IS 15907)	-	250	Diameter of Cord Beading
5.2.1(Lamination- IS 15907)	-	250	Lamination
5.3.1(Construction- IS 15907)	-	300	-
6.1(Width - IS 15907)	-	250	-
5.3.2(Construction- IS 15907)	-	300	-
5.4(Bonding- IS 15907)	-	250	-
6- Table 1- SL.No (i)(Mass)	-	250	-
6- Table 1- SL.No (ii)(Breaking strength before UV exposure,warp - IS 1969 )	-	2450	a) Warp direction b) Weft direction
6- Table 1- SL.No (vii)(Tear strength, Warp - Method A2 of IS 7016 (Part 3))	-	1350	-
6- Table 1- SL.No (vii)(Tear strength, Weft - Method A2 of IS 7016 (Part 3))	-	1100	-
6- Table 1- SL.No (iv)(Retention of breaking strength after UV exposure, - Annex B of IS 15907 and IS 1969)	-	1100	-
6- Table 1- SL.No (v)(Welded seam strength before UV exposure- IS 1969)	-	1350	-
6- Table 1- SL.No (vi)(Welded seam strength after UV exposure- Annex B of IS 15907 and IS 1969)	-	1100	-
6- Table 1- SL.No (viii)(Puncture strength - Annex C of IS 15907)	-	1100	-
6- Table 1- SL.No (ix)(Environmental stress cracking test - Annex D of IS 15907)	-	1450	-
6- Table 1- SL.No (x)(Resistance to chemicals, change in the mass - Annex E of IS 15907)	-	2250	-
6- Table 1- SL.No (xi)(Colour fastness to artificial light -IS 2454)	-	19000	-
6- Table 1- SL.No (xii)(Bursting pressure-IS 1966)	-	1350	-
6.1(Length -IS 15907)	-	250	-
6.1(Height - IS 15907)	-	250	-
6.2(Water Proofness,IS 7941)	-	6450	a) Before Ageing b) After Ageing c) Ageing 70 C/168 hrs.
5.2.2(coating thickness of the sandwich lamination- method A of IS 13162 (Part 3))	-	250	-

Complete

IS 12232 : Part 1 (1996)

Irrigation equipment - Rotating sprinkler: Part 1 design and operational requirements (First Revision)

15900 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1(Materials)	-	1350	-
4.2.1(Construction and workmanship)	-	300	-
4.2.2(Construction and workmanship)	-	300	-
4.2.3(Construction and workmanship)	-	300	-
4.3(Threaded connections ISO 7-1.)	-	400	-
4.4.1(Effective pressures)	-	400	-
4.4.2(Actuating mechanism)	-	400	-
6.1(Test of construction and parts)	-	300	-
6.2.1(Threaded connections to riser)	-	400	-
6.2.2(Nozzle threads intended for threaded connection)	-	400	-
6.3(Test of resistance to hydrostatic pressure at ambient temperature)	-	850	-
6.4(Test of resistance to hydrostatic pressure at high temperature)	-	1600	-
6.5.1 a(Watertightness of sprinkler - flowrate < 250 Iih)	-	400	-
6.5.1 b(Watertightness of sprinkler - flowrate ≥ 250 I/h,)	-	400	-
6.5.2(Watertightness of nozzle connection)	-	400	-
7.1(Test of uniformity of rotation speed)	-	400	-
7.2(Test of uniformity of ftowrate )	-	400	-
7.3(Test of distribution characteristics)	-	1500	-
7.4(Test of effective diameter of coverage)	-	400	-
7.5(Test of trajectory height (for sprinklers with low trajectory angle))	-	400	-
7.6(Test of range of effective pressure)	-	400	-
8.1 and 6.1(Durability tests)	-	6250	-
8.2 and 6.3(Durability tests)	-	850	-
8.3 and 6.5.1(Durability tests)	-	400	-

Complete

IS 10124 : Part 1 (2009)

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

1443.75 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1 Table-1 Fig.1(Dimension of Socket length)	-	500	-
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

IS 13488 (2008)

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

14162.50 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
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	-
6.3(General)	-	1050	-
5.1.2 (Ref. Cl 4.1.c.i of IS 12786 : 1989)(Density)	-	500	-
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	-
8.3.1(Wall Thickness ofEmitting Pipe)	-	250	-
8.1.2(Uniformity of Emission Rate for Unregulated Emitting Pipes)	-	1000	-
8.2(Emission Rate of Emitting Unit as a Function of Inlet Pressure)	-	1000	-
8.3.3(Flow Paths in Emitting Unit)	-	0	-
8.3.4(Spacing ofEmitter Units)	-	400	-
8.4.1(Resistance to Hydrostatic Pressure at Ambient Temperature)	-	1100	-
8.4.2(Resistance to Hydrostatic Pressure at Elevated Temperature)	-	1100	-
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)	-	1800	-
8.8(Determination of Emitting Unit Exponent)	-	600	-

Complete

IS 12818 (2010)

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

8293.75 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.2 and Table 5, 6 & 7 Fig 1B(DIMENSIONS - Casing Pipes)	-	1000	-
8.1 to 8.3 and Table 11 &12 Fig 3A & 4A(THREADING OF SCREEN ANDCASING PIPES. IS 554.)	-	250	-
8.4(Sealing elements a. Elastomeric material b. Shore A hardness of sealing Elements )	-	375	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	250	-
9.1( Visual Appearance)	-	300	-
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	-
9.5(Tensile Strength IS 12235(Part 13))	-	1600	-
9.6(Vicat Softening Temperature IS 12235 (Part 2).)	-	1100	-
7.2 and Table 5, 6 & 7 Fig 1B(Wall thickness, Max)	-	0	-
7.2 and Table 5, 6 & 7 Fig 1B(Wall thickness, Min)	-	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(Outer Diameter at any point, 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(Mean Outer Diameter of Pipe , Max)	-	0	-
7.2 and Table 5, 6 & 7 Fig 1B(Mean Outer Diameter of Pipe, Min)	-	0	-
7.2 and Table 5, 6 & 7 Fig 1B(Nominal Diameter)	-	0	-
7.4 Table 8 & 9 Fig 1(Segmental length, l5)	-	0	-
7.4 Table 8 & 9 Fig 1(Segmental length, l4)	-	0	-
7.4 Table 8 & 9 Fig 1(Segmental length, l3)	-	0	-
7.4 Table 8 & 9 Fig 1(Effective length, l2)	-	0	-
9.2(Internal Diameter)	-	350	-
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	-
5.0(Colour of Pipes)	-	300	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Wall thickness)	-	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(Outer Diameter at any point )	-	0	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Mean Outer Diameter of Pipe)	-	0	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Nominal Diameter)	-	0	-
7.3.1(No.of Ribs)	-	0	-
7.3.2(Rib height)	-	0	-
7.5.1 7.5.2 (Slot Dimension (Table 10) Fig 2A & 2B a. Minimum number of slot on the circumference b. Σa±5% c. Mean value of approximate free passage area (%) for width of slot (w) d. Tolerance on width of slot (w) e. Width of material between slot (b))	-	0	-
8.3.1 & 8.3.2 (Threading of casing pipe (from 100 to 200 DN Table – 11 & Fig. 3A) & (from 250 to 400 DN Table – 12 & Fig. 4A) Outside diameter d1(+0, -0.3) d2 d3 D1 (+0.3, -0) D2 D4 D5 (+0.3, -0) Z h3 (+0, -0.1) H4 (+0, -0.1) )	-	250	-
4.1.2(K-Value as per IS-4669)	-	1100	-
4.1.1 (VCM Content as per IS 10151 (Annex A))	-	3000	-

Complete

IS 14151 : Part 2 (2008)

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

30231.25 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.2.1 (Visual and Workmanship Requirement)	-	300	-
Cl. 4.1.1.2.1, IS 14151 (P-1)-1999, Cl. 4, IS 2530-1963, Cl. 10(Cabon Black Content)	-	925	-
Cl. 4.1.1.2.1, IS 14151 (P-1)-1999, Cl. 4, IS 2530-1963, Cl. 16(Carbon Black Dispersion)	-	700	-
4.1.4(a)(Holding Attachments for Coupler Parts)	-	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- b) Acceptance test)	-	1600	-
Cl.6.1.3(Weldability Test- a) Quality test)	-	4800	-
Cl 4.1.5(Rubber rings- A)Shore hardness (Shore-A))	-	375	-
Cl 4.1.5(Rubber rings- B) Change in hardness)	-	375	-

Complete

IS 13592 (2013)

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

Type - A & B

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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	-
Cl.7.3.2(Dimensions of sockets for solvent cementing and grooved sockets of pipes shall be as given in Tables 3 and 4 respectively, read with Fig. 2 and 3.)	-	500	-
Cl.8.4(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. 9, IS 12235 Part 7(Resistance to Sulphuric Acid)	-	2500	-
Cl. 12, IS 12235 Part 11(Resistance to Di-Chloro-Methane )	-	1000	-
Cl.7.1(Mean outside diameter, outside diameter at any point for Type A and Type B pipes manufactured plain or with socket shall be as given in Table 1. Dimensions shall be measured according to the method given in IS 12235 (Part 1).)	-	500	-
Cl.7.1( outside diameter at any point for Type A and Type B pipes manufactured plain or with socket shall be as given in Table 1. Dimensions shall be measured according to the method given in IS 12235 (Part 1).)	-	0	-
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	-
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.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	Test charge (700) + Specimen charge(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.8.5(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.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	test charges (1100) + Specimen charge (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.)	-	1350	test charge (1100) + Specimen charge (250)
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	-

Complete

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. 4.2 , IS 2530-1963, Cl. 10(Cabon Black Content)	-	925	-
(Cl.4.2)(Carbon black- b) Dispersion of carbon black)	-	700	-
5.1 table -1(DIMENSIONS OF PIPES)	-	500	-
6.1(VISUAL APPEARANCE)	-	300	-
7.1 Table -2(Hydraulic Characteristics)	-	0	-
Cl 7.1(Hydraulic Characteristics - Acceptance test)	-	1600	-
Cl 7.1(Hydraulic Characteristics - Quality test)	-	4800	-
7.2(Reversion Test)	-	1000	-
Cl.7.3(Tensile Test- i) Tensile Strength)	-	1350	-
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	-
7.5(Density)	-	500	-
7.6(Melt now Rate (MFR))	-	1100	-

Complete

IS 15778 (2007)

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

15-175mm

139118.75 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.1 IS 12235 (Part 1) Table 2(Dimension of Pipes: Mean outside Diameter)	-	500	-
9.1(Visual Appearance)	-	300	-
9.2 IS 12235 (Part 3)(Opacity)	-	525	-
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	-
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	-
9.6 IS 12235(Part 14)(Density)	-	500	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	16650	a) Acceptance Test - 1 hr/27 C b) Type Test - 95 C/165 hrs c) Type test - 95 C/1000 hrs.
10.2 Table 3 IS 12235 (Part 8/Sec 1)(Thermal Stability by Hydrostatic Pressure Testing)	-	110500	-
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	-
10.4 IS 12235(Part 19)(Flattening Test)	-	500	-
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	-
6.3.2 Annex C(Verification of the Malfunction Temperature, Tmal: )	-	11300	-
7.1.2(Wall Thickness (Maximum))	-	0	-
7.1.1(Outside Diameter at any point (Maximum))	-	0	-
7.1.2 IS 12235 (Part 1)Table 2(Wall Thickness (Minimum))	-	0	-
7.1,7.1.1 IS 12235 (Part 1)Table 2(Outside Diameter at any point (Minimum))	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (first extraction))	-	3000	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (third extraction))	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Dialkyl tin C4 and higher homologues measured as tin (third extraction))	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Cadmium (for all three extracts) )	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Mercury (for all three extracts) )	-	0	-
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) )	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances including di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate')	-	0	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	0	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	0	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	0	-

Complete

IS 15801 (2008)

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

16-200mm

107512.50 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 7(Dimensions Of Pipes)	-	250	-
Cl 8(Visual Appearance)	-	300	-
Cl 9.1(Hydraulic Characteristics)	-	18500	-
Cl 9.2(Fusion Compatibility)	-	4800	-
Cl 9.3(Reversion Test )	-	1000	-
Cl 9.4 & Annex B(Impact Strength)	-	1300	-
Cl 9.5(Density)	-	500	-
Cl 9.6(Melt Flow Rate)	-	1100	-
Cl 9.7(Carbon Black Content & Dispersion)	-	1625	-
Cl 9.8(Thermal Stability By Hydrostatic Pressure Testing)	-	83825	-
Cl 9.9(Opacity)	-	575	-

Complete

IS 12701 (1996)

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

All

13175 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.2.3(Carbon Black Content )	-	925	-
4.2.3(Carbon Dispersion Test)	-	700	-
5.4(Wall Thickness above effective height)	-	500	a) Wall Thickness upon effective height b) Wall Thickness upon effective height
6.1(Finish)	-	300	Visual Appearance
7.1.1(Resistance to Deformation)	-	700	-
7.2(Resistance to Impact)	-	1100	-
7.4(Tensile Strength)	-	1350	-
7.5(Flexural Modulus)	-	1600	-
7.6(overall Migration)	-	2200	Test in water & Acetic Acid
9.1(Man-Hole and Hand-Hole Lids)	-	0	-
9.1(Lid Thickness)	-	250	-
9.2(Man-Hole and Hand-Hole Lids)	-	200	Lid lockup

Complete

IS 7834 : Part 1 (1987)

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

16-315mm

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.4(Minimum Thickness)	-	500	-
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Minimum Socket Length)	-	0	-
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. 6.4(Short-Term Hydraulic Test- Appendix D)	-	850	-
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	-

Complete

IS 3419 (1988)

Specification for fittings for rigid non - Metallic (Second Revision)

16-50mm

7275 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8 & 5(Visual Examination -IS:3419)	-	300	-
10(Resistance to Heat -IS:3419)	-	700	-
11(Resistance to Burning - IS 3419)	-	700	-
12(Moisture Absorption - IS 3419)	-	700	-
13.2 &13.3(Resistance to chemival action in Acid solution - IS 3419)	-	1100	-
14.1(Copper Test - IS 3419)	-	700	-
15, 15.3(Resistance to Oil - IS 3419)	-	200	-
16- Appendix-A(Resistance to Impact -IS 3419)	-	1000	-
17.2(Electric Strength - IS 3419)	-	1100	-
17.3(Insulation Resistance - IS 3419)	-	1100	-
13.2 &13.3(Resistance to chemival action in Alkaline solution - IS 3419)	-	1100	-

Complete

IS 2925 (1984)

Specification for industrial safety helmets (Second Revision)

All

8156.25 View breakup
FOR OTHERS: Rs. 10875/- + GST, FOR BIS: Rs. 8156/- + GST

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1(Sizes)	-	250	Dimension
6.1(Workmanship & Finish)	-	300	-
7.1(Mass)	-	250	Mass of Helmet
8.1(Shock Absorption Resistance)	-	2000	-
8.2(Penetration Resistance)	-	1000	-
8.3(Flamability Resistance)	-	750	-
8.4(Electrical Resistance)	-	1100	-
8.5(Water Absorption)	-	600	-
8.6(Heat Resistance)	-	700	-
3.1(Shell)	-	1000	-
3.2(Harness)	-	375	-
3.3(Metal Parts)	-	1000	-

Complete

IS 4985 (2000)

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

20318.75 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7(DIMENSIONS-PIPE-Nominal Diameter)	-	500	-
10.1(Surface Finish)	-	300	Visual Appearance
10.1(Colour)	-	0	-
10.2(PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity)	-	575	-
10.4(PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test)	-	700	-
10.5(PHYSICAL AND CHEMICAL CHARACTERISTICS- Vicat Softening Temperature)	-	1100	-
10.6(PHYSICAL AND CHEMICAL CHARACTERISTICS- Density)	-	500	-
Clause 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	-
11.2(Resistance to External Blows at 0°C)	-	1100	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Minimum))	-	0	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Mamimum))	-	0	-
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Minimum))	-	0	-
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Maximum))	-	0	-
7.1.2.1(DIMENSIONS-PIPE-Thickness(Minimum))	-	0	-
7.1.2.1(DIMENSIONS-PIPE-Thickness(Maximum))	-	0	-
7.1.2.1(DIMENSIONS-PIPE-Average Thickness)	-	0	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Minimum Length)	-	0	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Minimum))	-	0	-
7.2.1.1 Table3 (Angle of taper (Note-1))	-	0	-
7.2.1.2-Table 4(DIMENSIONS-Sockets for elastomeric sealing ring joints-Socket inner Diameter)	-	0	-

Complete

IS 15410 (2003)

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

All

7837.50 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.0 (chem)(MATERIAL)	-	1050	-
Cl. 4.3.2(Cl. 4.3.2 Finish & Appearance)	-	300	-
4.4 (chem)(Brimful capacity)	-	250	-
Cl. 4.5(Cl. 4.5 Wall Thickness (Bottom))	-	250	-
4.5 (chem)((b) Wall Thickness, mm Middle)	-	0	-
4.5 (chem)(a) Wall Thickness, mm Top)	-	0	-
4.6.2(TRANSPARANCY)	-	700	-
4.6.3(LEAKAGE TEST)	-	1000	-
4.6.4(DROP TEST)	-	1100	-
4.6.5(MIGRATION TEST)	-	1700	-
4.6.6(PORTABILITY TEST)	-	2900	-

Complete

IS 4984 (2016)

Polyethylene pipes for water supply - Specification (Fifth Revision)

20-500mm

32468.75 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.2(Colour)	-	250	-
7.4 table -3 & 4(6.1 Dimensions)	-	500	-
6.2.1(6.1.1 Identification Stripes)	-	1050	-
8,/8.1/8.1.1 table-5(PERFORMANCE REQUIREMENTS / Hydraulic Characteristics/ Internal Pressure Creep Rupture Test of Pipe)	-	21400	a) Hyd. Test - 48 hrs. b) Hyd.Test - 100 hrs c) Hyd.Test - 1000 hrs d) Hyd.Test - 165 hrs.
8.1.2 table -5(Internal Pressure Creep Rupture Test of Pipe Joints)	-	1600	-
8.2(Longitudinal Reversion Test)	-	900	-
8.6(Overall migration)	-	2000	-
8.7(Density)	-	500	-
8.4( Melt Flow Rate)	-	1100	-
8.5 (Oxidation Induction Time)	-	2200	-
8.8(Tensile Strength for Butt-fusion)	-	1600	-
8.9 table-6(Elongation at Break)	-	1600	-
8.10(Slow Crack Growth Rate)	-	6000	-
8.3(Carbon black)	-	925	-

Complete

IS 15450 (2004)

Polyethylene/aluminium/polyethylene composite pressure pipes for hot and cold water supplies - Specification

All

16068.75 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8, Table-2(Dimension)	-	250	-
10.1(Density )	-	500	-
10.6(Apparent tensile strength of pipe)	-	1600	-
10.7(minimum burst pressure)	-	1100	-
Clause 10.3 table 3(Carbon black content)	-	925	-
table 3(anti oxidant content)	-	2200	-

Complete

Bureau of Indian Standards

The National Standards Body of India

CIPET, Lucknow

B-27 Amausi Industrial Area Nadarganj Lucknow, Lucknow, Lucknow, Uttar Pradesh, 226008

7052009477 cipetlko2@gmail.com

Scope List