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

8602677054 aurangabad@cipet.gov.in

Scope List

Reset

68 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

IS 16098 Part 2 (2013)

Structured-Wall Plastics Piping Systems for Non-Pressure Drainage and Sewerage Part 2 Pipes and Fittings with Non-Smooth External Surface, Type B

99000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.1.1 Table-10 (i)(Ring Stiffness)	-	1100	-
Table -1 Cl. No. 5.1, i)(Base Density)	-	500	-
Table -1 Cl. No. 5.1, ii)(Melt Flow Rate (MFR) at (190ºC, 5kg load))	-	1100	-
Table -1 Cl. No. 5.1, iii)(Thermal Stability (Oxidation Induction Test, OIT) at 200ºC)	-	2200	-
8.1.1 Table-10 (ii)(Impact Strength at (0±1 ºC))	-	1100	-
" 5.1 Table-2 ", i)(Resistance to Internal Pressure 165hrs)	-	4800	-
" 5.1 Table-2 ", ii)(Resistance to Internal Pressure 1000hrs)	-	11000	-
8.1.1, 8.1.2 Table-10 (iii)(Ring flexibility 30% of dem)	-	1100	-
6.3.1 & Table-5(Dim (min.) E4 (min) E5 (min.) Socket Length)	-	500	-
6.3.2(Length of Pipe)	-	250	-
8.1.1 Table-10 (iv)(Creep ratio)	-	26300	25200+1100
6.3.3(Out Side Diameter)	-	250	-
6.3.5.1.1(Ring Stiffness of Spigot + socket)	-	1100	-
"6.3.5.1.5 Table-5 "(Socket thickness Avg. (min.) Avg.)	-	250	-
9 Table-12 (i)(Tightness of elastomeric ring seal Joint)	-	1000	-
6.3.5.2(Wall Thickness(e4 min))	-	250	-
9 Table 12 (ii)(Water tightness)	-	1000	-
6.3.5.2("Construction Height of body wall(ec) Wall Thickness (emin) ")	-	250	-
9 Table- 12 (iii)(Resistance to combined temperature cycling and external loading)	-	39000	-
7.1(Appearance)	-	300	-
7.1.1(Color of Finished Pipes)	-	300	-
7.2 Table-6 (i)(Resistance to Heating oven test at (110±2ºC for 30 minute))	-	1100	-

31 Dec, 2026

-
-

IS 12786 (1989)

Irrigation equipment - Polyethylene pipes for irrigation laterals - Specification

9725 View breakup
Rs. 9,725/-, For BIS Samples Rs. 7,431/-; For Raw Material : Rs. 6,700/-, For BIS Samples Rs. 5,181/-.

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1.a (Potyethylene - higher olefins constituent )	-	1050	--
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

31 Dec, 2026

-
-

IS 4985 (2021)

UNPLASTICIZED PVC PIPES FOR POTABLE WATER SUPPLIES SPECIFICATION Fourth Revision

31025 View breakup
For Elastomeric Sealing Ring Socket Pipe : Rs. 26,825/- , For BIS Samples Rs. 20,244/-; For Plain Ended/Socket Ended Pipes : Rs. 20,975, For BIS Samples Rs. 15,856/-; For Plumbing Pipes : Rs. 9,975, For BIS Samples Rs. 7,606/-; For PVC Resin : Rs. 4,100/- , For BIS Samples Rs. 3,075/-

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

31 Dec, 2026

-
REVISED VERSION OF IS 4985:2021 INCLUDED W.E.F. 14-10-2021. Size upto 400mm.

IS 13488 (2008)

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

19062 View breakup
-

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	--
4.1 a(Identification)	-	1050	-
4.1 a(Identification)	-	1050	-
4.1 d(Density)	-	500	-
4.1 c(Volatile matter Extract)	-	800	-
4.2(Carbon black content)	-	925	-
4.2(Carbon black dispersion)	-	700	-

31 Dec, 2026

-
-

IS 13487 (1992)

Irrigation equipment - Emitters - Specification

4700 View breakup
Rs. 4,700/-, For BIS Samples Rs. 3,525/- .

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
4(Classification)	-	0	-

31 Dec, 2026

-
-

IS 4984 (2016)

Polyethylene pipes for water supply - Specification (Fifth Revision)

49525 View breakup
Rs. 49525/-; For BIS Samples : Rs. 31,869/- ; Raw Material : Rs. 5,825/-; For BIS Sample : Rs. 4,525/-; For Carbon Black Master Batch : Rs. 1,875/-; For BIS Sample : Rs. 1,406/-

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	--
8.10(Slow Crack Growth Rate)	-	6000	5500+500

31 Dec, 2026

-
Size upto 400mm

IS 12701 (1996)

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

13850 View breakup
For Storage Tanks upto 1500 litres: Rs. 17,150/-, For BIS Samples Rs. 13,175/-; For Storage Tanks above 1500 litres: Rs. 18,050/-, For BIS Samples Rs. 13,850/- .

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

31 Dec, 2026

-
-

IS 16098 Part 2 (2013)

Structured-Wall Plastics Piping Systems for Non-Pressure Drainage and Sewerage Part 2 Pipes and Fittings with Non-Smooth External Surface, Type B

99000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.1.1 Table-10 (i)(Ring Stiffness)	-	1100	-
Table -1 Cl. No. 5.1, i)(Base Density)	-	500	-
Table -1 Cl. No. 5.1, ii)(Melt Flow Rate (MFR) at (190ºC, 5kg load))	-	1100	-
Table -1 Cl. No. 5.1, iii)(Thermal Stability (Oxidation Induction Test, OIT) at 200ºC)	-	2200	-
8.1.1 Table-10 (ii)(Impact Strength at (0±1 ºC))	-	1100	-
" 5.1 Table-2 ", i)(Resistance to Internal Pressure 165hrs)	-	4800	-
" 5.1 Table-2 ", ii)(Resistance to Internal Pressure 1000hrs)	-	11000	-
8.1.1, 8.1.2 Table-10 (iii)(Ring flexibility 30% of dem)	-	1100	-
6.3.1 & Table-5(Dim (min.) E4 (min) E5 (min.) Socket Length)	-	500	-
6.3.2(Length of Pipe)	-	250	-
8.1.1 Table-10 (iv)(Creep ratio)	-	26300	25200+1100
6.3.3(Out Side Diameter)	-	250	-
6.3.5.1.1(Ring Stiffness of Spigot + socket)	-	1100	-
"6.3.5.1.5 Table-5 "(Socket thickness Avg. (min.) Avg.)	-	250	-
9 Table-12 (i)(Tightness of elastomeric ring seal Joint)	-	1000	-
6.3.5.2(Wall Thickness(e4 min))	-	250	-
9 Table 12 (ii)(Water tightness)	-	1000	-
6.3.5.2("Construction Height of body wall(ec) Wall Thickness (emin) ")	-	250	-
9 Table- 12 (iii)(Resistance to combined temperature cycling and external loading)	-	39000	-
7.1(Appearance)	-	300	-
7.1.1(Color of Finished Pipes)	-	300	-
7.2 Table-6 (i)(Resistance to Heating oven test at (110±2ºC for 30 minute))	-	1100	-

31 Dec, 2026

-
-

IS 15532 (2004)

Plastics crates for fruits and vegetables - Specification

11250 View breakup
-

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

31 Dec, 2026

-
-

IS 4985 (2021)

UNPLASTICIZED PVC PIPES FOR POTABLE WATER SUPPLIES SPECIFICATION Fourth Revision

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

31 Dec, 2026

-
REVISED VERSION OF IS 4985:2021 INCLUDED W.E.F. 14-10-2021. Size upto 400mm.

IS 16352 (2020)

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

160675 View breakup
-

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

31 Dec, 2026

-
-

IS 16647 (2017)

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

53875 View breakup
-

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

31 Dec, 2026

-
-

IS 15907 (2010)

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

92830 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.3(Cord Beading - IS 15907)	-	250	diameter of rope
5.1(MANUFACTURE- IS 15907)	-	500	dimensions
5.2.1(Lamination- IS 15907)	-	250	dimensions
5.2.2(coating thickness of the sandwich lamination- method A of IS 13162 (Part 3))	-	250	dimensions
5.3.1(Construction- IS 15907)	-	250	dimensions
5.3.1(The width of the hem - IS 15907)	-	250	dimensions
5.3.2(Finished width of pocket - IS 15907)	-	250	dimensions
5.4(Bonding- IS 15907)	-	250	dimensions
6- Table 1- SL.No (i)(Mass)	-	500	gsm
6- Table 1- SL.No (ii)(Breaking strength before UV exposure,warp - IS 1969 )	-	1350	1100+250
6- Table 1- SL.No (ii)(Breaking strength before UV exposure,weft - IS 1969 )	-	1350	1100+250
6- Table 1- SL.No (iii)(Elongation at break of fabric- IS 1969)	-	1350	1100+250
6- Table 1- SL.No (iv)(Retention of breaking strength after UV exposure, - Annex B of IS 15907 and IS 1969)	-	9360	8260 (UV resistance) +1100
6- Table 1- SL.No (v)(Welded seam strength before UV exposure- IS 1969)	-	1350	1100+250
6- Table 1- SL.No (vi)(Welded seam strength after UV exposure- Annex B of IS 15907 and IS 1969)	-	1350	1100+250
6- Table 1- SL.No (vii)(Tear strength, Warp - Method A2 of IS 7016 (Part 3))	-	1350	1100+250
6- Table 1- SL.No (vii)(Tear strength, Weft - Method A2 of IS 7016 (Part 3))	-	1350	1100+250
6- Table 1- SL.No (viii)(Puncture strength - Annex C of IS 15907)	-	1350	1100+250
6- Table 1- SL.No (ix)(Environmental stress cracking test - Annex D of IS 15907)	-	1450	1200+250
6- Table 1- SL.No (x)(Resistance to chemicals, change in the mass - Annex E of IS 15907)	-	2250	2000+250
6- Table 1- SL.No (xi)(Colour fastness to artificial light -IS 2454)	-	1750	1500+250
6- Table 1- SL.No (xii)(Bursting pressure-IS 1966)	-	1350	1100+250
6.1(Length -IS 15907)	-	250	dimensions
6.1(Width - IS 15907)	-	250	dimensions
6.1(Height - IS 15907)	-	250	dimensions
6.2(Water Proofness,IS 7941)	-	1250	1000+250
6.2(Water Proofness, IS 7940)	-	5150	4200 aging charges + 700+250 after aging water proofness

31 Dec, 2026

-
-

IS 15351 (2015)

Agro textiles – Laminated high density polyethylene (HDPE) woven geomembrane for water proof lining – Specification (second revision)

194875 View breakup
Rs.191388/-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(HDPE Tapes)	-	1050	--
3.2(HDPE Fabric)	-	1050	--
5.1(Lamination)	-	1300	--
5.2(Panel Width)	-	500	--
5.3(Joints/Seams)	-	250	--
5.1.1 and 6.2(Thickness, mm- IS 7016: Part 1)	-	250	--
5.1.1 and 6.2(Mass, g/sq m)	-	500	--
5.1.1 and 6.2(Dimensions, mm- Annexure A of IS 11652)	-	500	--
5.1.1 and 6.2(Carbon black content, Percent- IS 2530)	-	925	--
5.1.1 and 6.2(Breaking Load on 20 cm X 10 cm Strip, Min )	-	1100	--
Table-1(Breaking load on 20 × 10 cm strip, N, Min after)	-	1100	--
5.1.1 and 6.2( U.V exposure of 1000 h for warp and weft)	-	176500	1000 hrs xenon arc UV exposure
5.1.1 and 6.2(Impact failure load, at 1524 mm drop,)	-	1100	--
5.1.1 and 6.2(Tear resistance, N, Min-Method A1 of IS 7016 (Part 3))	-	1100	--
5.1.1 and 6.2(Puncture resistance, N, Min-Annex D)	-	1100	--
5.1.1 and 6.2(Bursting strength (Ball burst),N/cm², Min-)	-	1100	--
5.1.1 and 6.2(Seam strength before UV exposure (N/mm), Min-IS 15060)	-	1100	--
Table-1(Seam strength after UV exposure N/mm, Min-Annex B and IS 15060)	-	1100	--
5.1.1 and 6.2(Hydrostatic resistance-Annex E)	-	1000	--
Table-1(Hydrostatic resistance after UV exposure of 1000 h -Annex B and Annex E)	-	1000	--
5.1.1 and 6.2(Ash content, percent, Max-Annex F)	-	950	--

31 Dec, 2026

-
INCLUDED W.E.F. 21-09-2021

IS 7903 (2017)

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

56625 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.4( Line/ Cord beading IS 7903)	-	250	--
5.1.1(Lamination IS 7903)	-	250	--
5.1.2(Lamination IS 7903)	-	250	--
5.2.1(Construction IS 7903)	-	300	--
5.3(Joint/Seam, IS 7903)	-	250	--
5.4(Fixing of Eyelets, IS 7903)	-	300	--
6.1 Table 1,i)(No of HDPE fabric layers ,IS 7903)	-	300	--
6.1 Table 1, iii)(Total no of layers in the finished tarpaulin, IS 7903)	-	2000	--
6.1 Table 1,iv)(Mass of finished tarpaulin, Annex B ,IS 7903)	-	500	--
6.1 Table 1,v)(Mass of laminated fabric, Annex C , IS 7903)	-	500	--
6.1 Table 1vi)(Breaking strength before UV exposure,warp ,IS 1969 Part 1)	-	1350	--
6.1 Table 1vi)(Breaking strength before UV exposure,weft, IS 1969 part 1)	-	1350	--
6.1 Table 1 viii)(Retention of breaking strength after UV exposure of 144h Warp, IS 13162 part 2& IS 1969 Part1 )	-	29100	--
6.1 Table 1 viii)(Retention of breaking strength after UV exposure of 144h Weft , IS 13162 part 2& IS 1969 Part1 )	-	1350	--
6.1 Table 1 ix)(Welded seam strength before UV exposure (Weft) , IS 1969 Part 1)	-	1350	--
6.1 Table 1 x)(Retention of welded seam strength after UV exposure of 144h(Weft) ,IS 13162 part 2& IS 1969 Part1 )	-	1350	--
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)	-	1000	--
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)	-	250	--
6.2(height, IS 7903)	-	250	--
6.3(Water Proofness,IS 7941)	-	1000	--
6.3(Water Proofness, IS 7940)	-	1000	--
6.1 Table 1 vii)(Elongation at break of fabric,weft, IS 1969 Part1)	-	1100	--

31 Dec, 2026

-
INCLUDED W.E.F. 21-09-2021

IS 16703 (2017)

Textiles - High density polyethylene (HDPE) polypropylene (PP) woven sacks for packaging of 25 kg polymer materials - Specification

36204.51 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.2 Table 1(Dimensions)	-	750	Dimensions
5.2 Table 1(Picks per dm)	-	250	Picks per dm
5.2 Table 1(Mass of sack, Gusseted type, g - IS 1964)	-	250	Mask of sack
5.2 Table 1(Average breaking strength of fabric [Ravelled strip method, 325 mm × 70mm1)] Min, N) (kgf): - IS 1969 (Part 1))	-	2200	average breaking strength( two direction)
5.2 Table 1(Breaking strength of bottom seam (Ravelled strip method), Min, N) (kgf) - IS 9030)	-	1100	Breaking dtrength bottom
5.2 Table 1(Elongation at break of fabric (Ravelled strip method), percent : IS 1969 (Part 1))	-	0	charges included in breaking strength
5.2 Table 1(Drop impact strength)	-	1100	Dro impact
(Clauses 4.2, 5.1, 5.2, 5.3 and 5.4) Table 1 (Ash Content ,a) For UV stabilized sacks)	-	11130	10180 for UV resistance

31 Dec, 2026

-
-

IS 16098 Part 1 (2013)

Structured-Wall Plastics Piping Systems for Non-Pressure Drainage and Sewerage Part 1 Pipes and Fittings With Smooth External Surface, Type A

51950 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.3.1(Dimension of Pipes and Fittings Diameter of pipe)	-	500	diameter and wall thickness
6.3.2(Dimension of Pipes and Fittings Lengths of Pipe)	-	500	diameter and wall thickness
6.3.3(Dimension of Pipes and Fittings Diameters of Pipes and Spigots of Pipes orFittings)	-	500	diameter and wall thickness
7.1.1(Physical characteristics for pipes and fittings Colour of Finished Pipes)	-	600	Visual & Colour
7.3(Physical characteristics for pipes and fittings )	-	600	Visual & Colour
7.4(Resistance to Dichloromethane)	-	1000	nil
7.5(longitudinal reversion)	-	950	nil
8.1.2 (a)(Mechanical Characteristics of Pipes Ring Flexibility)	-	950	700+250
8.3(Joints)	-	375	hardness
9.1(Ring stiffness)	-	1400	1100+300
9.2(Resistance to external blows at o C)	-	1400	1100+300
9.4(Creep ratio)	-	26300	1100+25200
10.1(Impact Strength of Injection Moulded and Fabricated Fittings)	-	1400	1100+300
11.1(Marking General)	-	300	visual
7.2(Physical characteristics for pipes and fittings )	-	0	-
8.1.1(Mechanical Characteristics of Pipes General)	-	0	-
8.1.2 (b)(Mechanical Characteristics of Pipes Ring Flexibility)	-	0	-
8.1.2 (c)(Mechanical Characteristics of Pipes Ring Flexibility)	-	0	-
8.1.2 (d)(Mechanical Characteristics of Pipes Ring Flexibility)	-	0	-
8.1.2 (e)(Mechanical Characteristics of Pipes Ring Flexibility)	-	0	-
8.2.1(Mechanical Characteristics of Fittings General)	-	0	-
8.2.1(Mechanical Characteristics of Fittings General)	-	0	-
8.2.2(Mechanical Characteristics of Fittings)	-	0	-
9 (Table 12)(Performance Requirements)	-	0	-
9 (Table 12)(Performance Requirements)	-	0	-
11.1(Marking General)	-	0	-
11.2.1(Minimum Required Marking Pipes)	-	0	-
11.2.1(Minimum Required Marking Pipes)	-	0	-
11.2.1(Minimum Required Marking Pipes)	-	0	-
11.2.1(Minimum Required Marking Pipes)	-	0	-
11.2.2(Minimum Required Marking Fittings)	-	0	-
11.2.2(Minimum Required Marking Fittings)	-	0	-
11.2.2(Minimum Required Marking Fittings)	-	0	-
11.2.2(Minimum Required Marking Fittings)	-	0	-
11.2.2(Minimum Required Marking Fittings)	-	0	-
11.2.2(Minimum Required Marking Fittings)	-	0	-
5.0(Composition of the material)	-	0	-
5.1(Composition of the material)	-	0	-
5.2 Table 1(Composition of the material- Resistance to internal hydrostatic Pipe material (1) 1 000 IS 12235 No seepage, cracking, pressure at 60ºC)	-	0	-
5.3(Composition of the material)	-	0	-
5.4(Composition of the material)	-	0	-
6.0(DESIGNATION OF WALL CONSTRUCTIONS AND EXAMPLES OF TYPICAL JOINTING METHODS )	-	0	-
6.1(Wall Construction Designated as Type A)	-	0	-
6.2(Deswignation)	-	0	-
6.3(Dimensions of pipes and fittings)	-	0	-
6.3.1 Table 2(Mean outside diameter)	-	0	-
6.3.2 Table 3(Wall thickness)	-	0	-
6.3.4.2(Fabricated fittings)	-	0	-
6.3.3 Fig 2(Length of pipe)	-	0	-
6.3.4,Table 4,5(Dimensions of Integral sckets and spigot ends)	-	0	-
6.3.4.1(Wall thickness of sockets)	-	0	-
6.3.4.3(Rotational moulded fittings)	-	0	-
6.3.4.4(Type of fittings)	-	0	-
7.0(Physical characteristics of pipes)	-	0	-
7.1(Appearance)	-	0	-
7.2(Colour )	-	0	-
7.3(Vicat softening temperature of pipes)	-	0	-
8.0(Physical characteristics of fittings)	-	0	-
8.1(Appearance and colour)	-	0	-
8.2(Vicat softening temperature of fittings)	-	0	-
8.3(Effect of Heating (Stress Relief Test))	-	0	-
9.0(Mechanical characteristics ofpipes)	-	0	-
9.3(Ring flexibility)	-	0	-
10.0(Mechanical Characteristics of fittings)	-	0	-
11.0(Joints)	-	0	-
11.1(Elastomeric Sealing Rings)	-	0	-
11.2(Solvent cement)	-	0	-
12.0(PERFORMANCE REQUIREMENTS)	-	0	-
12.1(Elastomeric Sealing Ring Joints)	-	0	-
12.1.1(Tightness of Elastomeric Sealing Ring Joints (Water pressure))	-	0	-
12.1.2(Tightness of Elastomeric Sealing Ring Joints (Internal Vaccum ))	-	0	-
12.1.3(Resistance to Combined Temperature Cycling and External Loading)	-	0	-
12.2(Solvent cement joints)	-	0	-
12.2.1(Tightness of Solvent cemented Ring Joints )	-	0	-
12.2.2(Tightness of Solvent cemented Ring Joints (Vaccum pressure))	-	0	-
6.3.1(Dimension of Pipes and Fittings Diameter of pipe)	-	0	-
6.3.2(Dimension of Pipes and Fittings Lengths of Pipe)	-	0	-
6.3.3(Dimension of Pipes and Fittings Diameters of Pipes and Spigots of Pipes orFittings)	-	0	-
7.0(Physical characteristics for pipes and fittings Appearance)	-	0	-
7.1.1(Physical characteristics for pipes and fittings Colour of Finished Pipes)	-	0	-
7.2(Physical characteristics for pipes and fittings )	-	0	-
7.3(Physical characteristics for pipes and fittings )	-	0	-
8.1.1(Mechanical Characteristics of Pipes General)	-	0	-
8.1.1(Mechanical Characteristics of Pipes General)	-	0	-
8.1.2 (a)(Mechanical Characteristics of Pipes Ring Flexibility)	-	0	-
8.1.2 (b)(Mechanical Characteristics of Pipes Ring Flexibility)	-	0	-
8.1.2 (c)(Mechanical Characteristics of Pipes Ring Flexibility)	-	0	-
8.1.2 (d)(Mechanical Characteristics of Pipes Ring Flexibility)	-	0	-
8.1.2 (e)(Mechanical Characteristics of Pipes Ring Flexibility)	-	0	-
8.2.1(Mechanical Characteristics of Fittings General)	-	0	-
8.2.1(Mechanical Characteristics of Fittings General)	-	0	-
8.2.2(Mechanical Characteristics of Fittings)	-	0	-
8.3(Joints)	-	0	-
9 (Table 12)(Performance Requirements)	-	0	-
9 (Table 12)(Performance Requirements)	-	0	-
9 (Table 12)(Performance Requirements)	-	0	-
11.2.1(Minimum Required Marking Pipes)	-	0	-
11.2.1(Minimum Required Marking Pipes)	-	0	-
11.2.1(Minimum Required Marking Pipes)	-	0	-
11.2.1(Minimum Required Marking Pipes)	-	0	-
11.2.1(Minimum Required Marking Pipes)	-	0	-
11.2.2(Minimum Required Marking Fittings)	-	0	-
11.2.2(Minimum Required Marking Fittings)	-	0	-
11.2.2(Minimum Required Marking Fittings)	-	0	-
11.2.2(Minimum Required Marking Fittings)	-	0	-
11.2.2(Minimum Required Marking Fittings)	-	0	-
11.2.2(Minimum Required Marking Fittings)	-	0	-
6.3.4 Table 4 & 5(Dimensions of Integral Socket and spigot ends)	-	0	-
6.3.4 Table 4 & 5(Outside diameter (dsm) min)	-	0	-
6.3.4 Table 4 & 5(C max)	-	0	-
7.1.1(Colour of finished pipes)	-	0	-
12.1.1(Tightness of Elastomeric Sealing Ring Joints (Water Pressure))	-	0	-
12.1.2(Tightness of Elastomeric Sealing Ring Joints (Internal Vacuum))	-	0	-
12.1.3(Resistance to Combined Temperature Cycling and External Loading)	-	0	-
12.1.3(Resistance to Combined Temperature Cycling and External Loading)	-	0	-
12.1.3(Resistance to Combined Temperature Cycling and External Loading)	-	0	-
12.1.3(Resistance to Combined Temperature Cycling and External Loading)	-	0	-
12.1.3(Resistance to Combined Temperature Cycling and External Loading)	-	0	-
7.0(Physical characteristics for pipes and fittings Appearance)	-	0	-
9 (Table 12)(Performance Requirements)	-	0	-
8.1.1(Mechanical Characteristics of Pipes General)	-	0	-
11.2.1(Minimum Required Marking Pipes)	-	0	-
6.3.4 Table 4 & 5(Dimensions of Integral Socket and spigot ends)	-	0	-
6.3.4 Table 4 & 5(Outside diameter (dsm) min)	-	0	-
6.3.4 Table 4 & 5(C max)	-	0	-
7.1.1(Colour of finished pipes)	-	0	-
12.1.1(Tightness of Elastomeric Sealing Ring Joints (Water Pressure))	-	0	-
12.1.2(Tightness of Elastomeric Sealing Ring Joints (Internal Vacuum))	-	0	-
12.1.3(Resistance to Combined Temperature Cycling and External Loading)	-	0	-
12.1.3(Resistance to Combined Temperature Cycling and External Loading)	-	0	-
12.1.3(Resistance to Combined Temperature Cycling and External Loading)	-	0	-
12.1.3(Resistance to Combined Temperature Cycling and External Loading)	-	0	-
12.1.3(Resistance to Combined Temperature Cycling and External Loading)	-	0	-
6.3.4 Table 4 & 5(Dimensions of Integral Socket and spigot ends)	-	0	-
6.3.4 Table 4 & 5(Outside diameter (dsm) min)	-	0	-
6.3.4 Table 4 & 5(C max)	-	0	-
7.1.1(Colour of finished pipes)	-	0	-
12.1.1(Tightness of Elastomeric Sealing Ring Joints (Water Pressure))	-	0	-
12.1.2(Tightness of Elastomeric Sealing Ring Joints (Internal Vacuum))	-	0	-
12.1.3(Resistance to Combined Temperature Cycling and External Loading)	-	0	-
12.1.3(Resistance to Combined Temperature Cycling and External Loading)	-	0	-
12.1.3(Resistance to Combined Temperature Cycling and External Loading)	-	0	-
12.1.3(Resistance to Combined Temperature Cycling and External Loading)	-	0	-
12.1.3(Resistance to Combined Temperature Cycling and External Loading)	-	0	-
5.2 Table 1(Composition of the material- Resistance to internal hydrostatic Pipe material (1) 1 000 IS 12235 No seepage, cracking, pressure at 60ºC)	-	0	-
6.3.4 Table 4 & 5(Dimensions of Integral Socket and spigot ends)	-	0	-
6.3.4 Table 4 & 5(Outside diameter (dsm) min)	-	0	-
6.3.4 Table 4 & 5(C max)	-	0	-
7.1.1(Colour of finished pipes)	-	0	-
12.1.1(Tightness of Elastomeric Sealing Ring Joints (Water Pressure))	-	0	-
12.1.2(Tightness of Elastomeric Sealing Ring Joints (Internal Vacuum))	-	0	-
12.1.3(Resistance to Combined Temperature Cycling and External Loading)	-	0	-
12.1.3(Resistance to Combined Temperature Cycling and External Loading)	-	0	-
12.1.3(Resistance to Combined Temperature Cycling and External Loading)	-	0	-
12.1.3(Resistance to Combined Temperature Cycling and External Loading)	-	0	-
12.1.3(Resistance to Combined Temperature Cycling and External Loading)	-	0	-
7.6(7.6 Effect on Water)	-	0	-
5.2 Table 1(Composition of the material- Resistance to internal hydrostatic Pipe material (1) 1 000 IS 12235 No seepage, cracking, pressure at 60ºC)	-	0	-
6.3.4 Table 4 & 5(Dimensions of Integral Socket and spigot ends)	-	0	-
6.3.4 Table 4 & 5(Outside diameter (dsm) min)	-	0	-
6.3.4 Table 4 & 5(C max)	-	0	-
7.1.1(Colour of finished pipes)	-	0	-
12.1.1(Tightness of Elastomeric Sealing Ring Joints (Water Pressure))	-	0	-
12.1.2(Tightness of Elastomeric Sealing Ring Joints (Internal Vacuum))	-	0	-
12.1.3(Resistance to Combined Temperature Cycling and External Loading)	-	0	-
12.1.3(Resistance to Combined Temperature Cycling and External Loading)	-	0	-
12.1.3(Resistance to Combined Temperature Cycling and External Loading)	-	0	-
12.1.3(Resistance to Combined Temperature Cycling and External Loading)	-	0	-
12.1.3(Resistance to Combined Temperature Cycling and External Loading)	-	0	-
7.6(7.6 Effect on Water)	-	0	-

31 Dec, 2026

-
Size upto 400mm

IS 11584 (1986)

Specification for high density polyethylene (Hdpe) crates for milk satchets

10050 View breakup
Rs. 10050/-, For BIS Samples Rs. 7838/- .

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
2.2(Material )	-	1050	Material Identification (Chemical Analysis)
2.3(Shape and Dimensions)	-	500	Shape & Dimensions
2.4(Mass )	-	300	Mass
2.5(Appearance and Surface Finish)	-	300	Appearance & surface finish
2.7(Resistance to Stress)	-	1000	Resistance to Stress ( 80°C for 6 hrs)
2.8(Resistance to Applied Load)	-	999.95	Resistance to applied load (100 hrs/270°C)
2.9(Strength)	-	2200	Resistance to drop, Resistance to low temperature drop (6hrs/5°C) (6 x200)
2.1(Dimensional Stability)	-	900	Dimensional stability (80 °C/30 min)

31 Dec, 2026

-
-

IS 10889 (2004)

High density polyethylene films (First Revision)

7675 View breakup
For Black Films : Rs. 7,675/-, For BIS Samples Rs. 5,756/-; For Black Compound : Rs. 3,850/- , For BIS Samples Rs. 3,044/-; For Natural Films : Rs. 6,050/-, For BIS Samples Rs. 4,538/-; For Natural Compound : Rs. 2,225/- , For BIS Samples Rs. 1,825/

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.0(Grades)	-	300	Grade
5.1(Materials)	-	300	Material
5.2(Black Compound)	-	925	Carbon black Content
6.1.1(Appearance)	-	300	Appearance
6.1.2(Film Form)	-	299.95	Film form
6.1.3(Odour )	-	300	odour
6.1.4(Density)	-	500	Density
6.1.5(Melt Flow Rate)	-	1100	Melt Flow Rate
6.1.6(Black Film)	-	700	Carbon black Dispersion
6.2.1, Table 1(Nominal Thickness)	-	250	Thickness
6.2.1, Table 1(Tolerance, Percent Grade 1 and 2)	-	250	Tolerence
6.2.2, Table 2(Nominal Width)	-	250	Width
6.2.2, Table 2(Tolerance, Percent Grade 1 and 2)	-	250	Tlerance
6.3, Table 3(Yield Tolerance)	-	600	Yield tolerance
6.3, Table 3(Tolerance, Percent Grade 1 and 2)	-	250	Tolerance
6.4.1(Tensile Strength at Break)	-	2200	(a) Machine Direction (b) Transverse Direction
6.4.1, Table 4(Direction)	-	1100	Direction
6.4.1, Table 4(Grade 1 and 2)	-	300	Grade
6.4.2(Elongation at Break)	-	2200	Machine Direction Transverse Direction
6.4.2, Table 5(Direction)	-	1100	Direction
6.4.2, Table 5(Elongation at Break, Percent Grade 1 and 2)	-	2200	Machine Direction Transverse Direction
6.4.3(Impact Resistance (Falling Dart))	-	850	Impact Resistance (Falling Dart)
6.4.3, Table 6(Average Thickness of Film)	-	250	Thickness
6.4.3, Table 6(Impact Failure Load)	-	850	Impact failure load

31 Dec, 2026

-
-

IS 7834 : Part 8 (1987)

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

7514 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
2.1(General)	-	5125	Stress Relief test Opacity Effect on water test Short term Hydraulic test (27 °C/1h.)
2.2(Manufacture)	-	500	-
2.2.2(diameter of the socket of cap)	-	500	-
2.1(General)	-	500	-
2.2(Manufacture)	-	500	-
2.2.2(diameter of the socket of cap)	-	500	-
6.1.1(VCM Content Test)	-	3000	-
2.2.2 table 1(Laying length)	-	500	-
6.1.1(VCM Content Test)	-	3000	-
2.2.2 table 1(Laying length)	-	500	-
6.1.1(VCM Content Test)	-	3000	-
2.2.2 table 1(Laying length)	-	500	-

31 Dec, 2026

-
-

IS 7834 : Part 7 (1987)

injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 7 Specific requirements for unions

7514 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
table 1 sl.no: 01(16 )	-	500	Minimum Thickness
table 1 sl.no: 07(63 )	-	500	Minimum Thickness
2.2.3(Socket length)	-	50	Socket length & diameter at Mid point of socket length
2.1(General)	-	5125	Stress Relief test Opacity Effect on water test Short term Hydraulic test (27 °C/1h.)

31 Dec, 2026

-
-

IS 7834 : Part 6 (1987)

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

7514 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
table 1 sl.no: 01(16 )	-	500	Minimum Thickness
table 1 sl.no: 19(315.0)	-	500	Minimum Thickness
2.2.3( inside diameter of the socket)	-	500	Socket length & diameter at Mid point of socket length
2.1(General)	-	5126	Stress Relief test Opacity Effect on water test Short term Hydraulic test (27 °C/1h.)

31 Dec, 2026

-
-

IS 7834 : Part 5 (1987)

Injection Moulded PVC Socket Fittings With Solvent Cement Joints for Water Supplies - Part 5 : Specific Requirements for 45 degree Tees

7514 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
table 1 sl.no: 01(16 (Z) )	-	500	Minimum Thickness
table 1 sl.no: 13(160(z1))	-	500	Minimum Thickness
2.2.3( inside diameter of the socket)	-	500	Socket length & diameter at Mid point of socket length
2.1(General)	-	5125	Stress Relief test Opacity Effect on water test Short term Hydraulic test (27 °C/1h.)
table 1 sl.no: 02(20 (Z) )	-	500	-
table 1 sl.no: 03(25 (Z) )	-	500	-
table 1 sl.no: 04(32 (Z) )	-	500	-
table 1 sl.no: 05(40 (Z) )	-	500	-
table 1 sl.no: 06(50 (Z) )	-	500	-
table 1 sl.no: 07(63 (Z) )	-	500	-
table 1 sl.no: 08(75 (Z) )	-	500	-
table 1 sl.no: 09(90 (Z) )	-	500	-
table 1 sl.no: 10(110 (Z) )	-	500	-
table 1 sl.no: 11(125 (Z) )	-	500	-
table 1 sl.no: 12(140 (Z) )	-	500	-
table 1 sl.no: 13(160(z))	-	500	-
table 1 sl.no: 01(16 (Z1) )	-	500	-
table 1 sl.no: 02(20 (Z1) )	-	500	-
table 1 sl.no: 03(25 (Z1) )	-	500	-
table 1 sl.no: 04(32 (Z1) )	-	500	-
table 1 sl.no: 05(40 (Z1) )	-	500	-
table 1 sl.no: 06(50 (Z1) )	-	500	-
table 1 sl.no: 07(63 (Z1) )	-	500	-
table 1 sl.no: 08(75 (Z1) )	-	500	-
table 1 sl.no: 09(90 (Z) )	-	500	-
table 1 sl.no: 10(110 (Z1) )	-	500	-
table 1 sl.no: 11(125 (Z1) )	-	500	-
table 1 sl.no: 12(140 (Z1) )	-	500	-
2.2.2, Table 1(Size)	-	500	-
2.2.2, Table 1(45 ̊ Tees Laying Length, Z)	-	500	-
2.2.2, Table 1(45 ̊ Tees Laying Length, Z1)	-	500	-
2.2.3(Socket length)	-	500	-
2.2(Manufacture)	-	500	-
2.2.2, Table 1(Size)	-	500	-
2.2.2, Table 1(45 ̊ Tees Laying Length, Z)	-	500	-
2.2.2, Table 1(45 ̊ Tees Laying Length, Z1)	-	500	-
2.2.3( inside diameter of the socket)	-	500	-
2.2.3(Socket length)	-	500	-
6.1.1(VCM Content Test)	-	3000	-
2.2.2 table 1(Laying length)	-	500	-
2.1(General)	-	500	-
2.2(Manufacture)	-	500	-
6.1.1(VCM Content Test)	-	3000	-
2.2.2 table 1(Laying length)	-	500	-

31 Dec, 2026

-
-

IS 7834 : Part 4 (1987)

injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 4 Specific requirements for 90 degree tees

7514 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
table 1 sl.no: 01(16 )	-	500	Minimum Thickness
table 1 sl.no: 19(315.0)	-	500	Minimum Thickness
2.2.3( inside diameter of the socket)	-	500	Socket length & diameter at Mid point of socket length
2.1(General)	-	5125	Stress Relief test Opacity Effect on water test Short term Hydraulic test (27 °C/1h.)

31 Dec, 2026

-
-

IS 7834 : Part 2 (1987)

injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 2 Specific requirements for 45 degrees elbows

7514 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
table 1 sl.no: 01(16 )	-	500	Minimum Thickness
table 1 sl.no: 19(315.0)	-	500	Minimum Thickness
2.2.3( inside diameter of the socket)	-	500	Socket length & diameter at Mid point of socket length
2.1(General)	-	5125	Stress Relief test Opacity Effect on water test Short term Hydraulic test (27 °C/1h.)

31 Dec, 2026

-
-

IS 11652 (2017)

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

41092 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- Sr. no. ii (Ends per dm - Annex B 40 ± 2 )	-	250	--
Fig. 1- Table 1- Sr. no. i (Dimensions, mm (see Note )- Annex B c) Width of gusset (e) 76 ± 10 mm )	-	250	--
Fig. 1- Table 1- Sr. no. i (Dimensions, mm (see Note ) -Annex B d) Width of valve (v) 100, + 10/-5 mm )	-	250	--
Fig. 1- Table 1-Sr. no. i (Dimensions, mm (see Note )- Annex B b) Width of sack (w) 480 ± 10 mm )	-	250	--
Fig. 1, Table 1 (i) Dimensions, mm (see Note ) -Annex B a) Length of sack, inside (l), 710 ± 10 mm )	-	250	--
Fig. 1- Table 1-Sr. no. iii (Picks per dm-Annex B 40 ± 2 )	-	250	--
4.5(and the remaining overhang shall not be more than 5 mm after trimming.)	-	250	--
4.1(Raw Material )	-	1050	--
4.2 (Fabric)	-	5650	Tape testing for PP = 5650 Tape testing for HDPE = 5000 (Including Density) If pigmented tapeRs. 850 extra for colour fastness
4.2 (Linear Density, 900 denier)	-	500	--
4.2 (The woven fabric shall be of mesh, 10 × 10 per inch)	-	500	--
4.2 (The woven fabric shall be of weight, 79 g/m2 )	-	500	--
Fig. 1- Table 1- Sr. no. i (Dimensions, mm (see Note ) -Annex B e) Depth of valve (f), Min, The depth of the valve (f) shall not be less than 2 times the width of the valve (v) in case of gusseted sacks and not less than 2.3 times the width of the valve (v) in case of non-gusseted sacks. )	-	250	--
Fig. 1- Table 1- Sr. no. i (Dimensions, mm (see Note ) -Annex B e) Depth of valve (f), Min, The depth of the valve (f) shall not be less than 2.3 times the width of the valve (v) in case of non-gusseted sacks. )	-	250	--
4.3(Sacks)	-	300	--
4.4(Seam The two rows of stitches shall be separated from each other by minimum 5 mm and )	-	250	--
4.4(Seam The outer stitch shall be minimum 8 mm from the outer edge of the sacks. )	-	250	--
4.4(The material used for stitching shall be HDPE/PP tape having minimum 20 percent higher denier than the tapes used in the fabric.)	-	1050	--
4.5(Lamination )	-	1300	1050+250
4.5(Lamination )	-	250	--
4.6(Capacity The sack shall have the nominal filling capacity of 50 kg)	-	250	--
5/5.1-Table 1-Sr. no. iv(Requirements, Mass of Sack- IS 1964 a) Non-gusseted type 70 + 6%)	-	500	--
5/5.1(The mass of bale of sacks (excluding packing materials) shall be within ± 3 percent of the mass calculated by multiplying the number of sacks with the mass of sack specified in Table 1.)	-	0	--
5/5.3-Table 1-Sr. no.v(Average breaking strength of fabric [Ravelled strip method, 325 mm × 70 mm] Min, N(kgf): -1969 (Part 1) a) Lengthwise , 900 (91.8) )	-	1100	-
5/5.3-Table 1-Sr. no.vii(Elongation at break of fabric (Ravelled strip method), percent : - IS 1969 (Part1 ) b) Widthwise 15 to 25)	-	0	--
5/5.3-Table 1-Sr. no.vi(Breaking strength of top seam (Ravelled strip method), Min, - IS 9030 N (kgf) 400 (40.8))	-	1100	--
5/5.3-Table 1-Sr. no.vi(Breaking strength of bottom seam (Ravelled strip method), Min, - IS 9030 N (kgf) 400 (40.8))	-	1100	--
5/5.3-Table 1-Sr. no.vii(Elongation at break of fabric (Ravelled strip method), percent : - IS 1969 (Part1 ) a) Lengthwise 15 to 25)	-	0	--
5/5.4-Table 1-Sr. no.viii(Drop impact strength - Annex C No failure)	-	1000	--
5/5.5-Table 1-Sr. no.viii(Ash content Max percent- Annex D a) For UV stabilized sacks 2.2 )	-	950	--
5/5.5-Table 1-Sr. no.viii(Ash content Max percent- Annex D b) For non-UV stabilized sacks 6 )	-	950	--
5/5.6 (UV Resistance, The UV stabilized woven fabric shall have at least 50 percent retention of the original breaking strength when tested after the same has been exposed to a) UV Radiation -Annex F )	-	10180	This is UV conditioning for 192 hrs
5/5.6 (UV Resistance, The UV stabilized woven fabric shall have at least 50 percent retention of the original breaking strength when tested after the same has been exposed to b) Accelerated Weathering - Annex F )	-	10180	--

31 Dec, 2026

-
For finished product

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

29933 View breakup
-

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

31 Dec, 2026

-
For finished product

IS 16098 Part 2 (2013)

Structured-Wall Plastics Piping Systems for Non-Pressure Drainage and Sewerage Part 2 Pipes and Fittings with Non-Smooth External Surface, Type B

99000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
No Record Found

31 Dec, 2026

-
-

IS 15801 (2008)

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

115775 View breakup
Rs. 1,15,775/-, For BIS Samples Rs. 1,07,513/- ; For Raw Material : Rs. 4,900/-, For BIS Samples Rs. 3,831/-.

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

31 Dec, 2026

-
-

IS 14968 (2015)

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

31968 View breakup
-

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

31 Dec, 2026

-
For finished product

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

8602677054 aurangabad@cipet.gov.in

Scope List

No Record Found