1 |
IS 13488 (2008) |
Irrigation equipment - Emitting pipe systems - Specification (First Revision) |
-
|
14219 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.1.2 (Ref. Cl 4.1.c.i of IS 12786 : 1989)(Density) |
- |
1125 |
|
500 for testing & 625 for sheet preparation. |
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 |
|
- |
5.1.2 (Ref. Cl 4.1.c.iii of IS 12786 : 1989)(Volatile matter - Annex B of IS 12786:1989) |
- |
700 |
|
- |
6.3(General) |
- |
300 |
|
- |
8.1.2(Uniformity of Emission Rate for Unregulated Emitting Pipes) |
- |
1000 |
|
- |
8.3.1(Wall Thickness ofEmitting Pipe) |
- |
250 |
|
- |
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) |
- |
1000 |
|
- |
8.2.2(Regulated Emitting Pipes) |
- |
1000 |
|
- |
8.3.3(Flow Paths in Emitting Unit) |
- |
400 |
|
- |
8.3.4(Spacing ofEmitter Units) |
- |
400 |
|
- |
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 |
|
- |
9.1(DESIGNATION - Non regulated Emitting Pipe) |
- |
300 |
|
- |
9.2(DESIGNATION - Regulated Emitting Pipe) |
- |
300 |
|
- |
8.3.2(Inside Diameter ofEmitting Pipe) |
- |
250 |
|
- |
8.8(Determination of Emitting Unit Exponent) |
- |
600 |
|
- |
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) |
- |
300 |
|
- |
|
Complete
|
|
- |
- |
2 |
IS 14887 (2014) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packaging of 50 kg food grains – Specification (first revision) |
-
|
24705 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
3.1(Material Identification) |
- |
2000 |
|
- |
3.1(Overall Migration) |
- |
2325 |
|
Test = Rs. 1700, Specimen Preparation = Rs. 625 |
3.2(Tapes – Width and Thickness
( IS 6192/IS 11197)) |
- |
250 |
|
- |
3.2(Tapes – Linear Density
(IS 6192/IS 11197)) |
- |
500 |
|
- |
3.2(Tapes – Tenacity (IS 6192/IS 11197)) |
- |
500 |
|
- |
3.2(Tapes – Dimensional stability (PP)
(IS 11197)) |
- |
1000 |
|
- |
3.2(Unlaminated Fabric Mass ) |
- |
300 |
|
- |
3.3.1(Bottom seam (IS 10789)) |
- |
250 |
|
- |
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 iv(Picks per dm ) |
- |
250 |
|
- |
5.2 and Table 1 iii(Ends per dm ) |
- |
250 |
|
- |
4.2 and Table 1 vi(Average breaking strength of fabric ) |
- |
1350 |
|
Test = Rs. 1100, Specimen Preparation = Rs. 250 |
4.2 and Table 1 vi(Breaking strength of bottom seam ) |
- |
1350 |
|
Test = Rs. 1100, Specimen Preparation = Rs. 250 |
4.2 and Table 1 viii(Elongation at break of fabric ) |
- |
1350 |
|
Test = Rs. 1100, Specimen Preparation = Rs. 250 |
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 ) |
- |
11880 |
|
Test = Rs. 2 X 1100 = 2200, Conditioning Charges = Rs. 9680 |
4.2 and Table 1 x(Ash content ) |
- |
950 |
|
- |
4.2 and Table 1 v(Mass of sack ) |
- |
300 |
|
- |
3.2(Tapes – Elongation at point of rupture
(IS 6192/IS 11197)) |
- |
1100 |
|
- |
3.2(Tapes – Heat Shrinkage (HDPE) (Cl. 3.2 and IS 6192)) |
- |
1400 |
|
Total= Rs. 1400 (For 100°C = Rs. 700 & For 125°C = Rs. 700) |
3.2(Tapes – Colour Fastness for pigmented tapes (IS 6192/IS 11197)) |
- |
850 |
|
- |
|
Complete
|
|
- |
- |
3 |
IS 14333 (2022) |
Polyethylene Pipes for Sewerage and Industrial Chemicals and Effluent � Specification (First Revision) |
-
|
35894 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.2.1,T2("Base Density
(At 27°C Temp.)-IS 7328:2020 ") |
- |
1125 |
|
Test = Rs. 500, Specimen Preparation = Rs. 625 |
5.2.1,T2(Melt Flow Rate (At 190°C /5kg)-IS 2530:1963) |
- |
1100 |
|
- |
5.2.1,T2(Thermal Stability(Oxidation Induction Time)-IS 4984:2016(Annexure-B)) |
- |
2200 |
|
- |
5.2.1,T2("Volatile Matter- IS 4984:2016
(Annexure-C)") |
- |
700 |
|
- |
5.2.1,T2("Water Content-IS 4984:2016
(Annexure-D)") |
- |
700 |
|
- |
6(Pipe Description - IS 14333-2022) |
- |
250 |
|
- |
6.2(Colour- IS 14333-2022) |
- |
300 |
|
- |
7.1(Visual Appearance- IS 14333-2022) |
- |
300 |
|
- |
7.2(Length- IS 14333-2022) |
- |
300 |
|
- |
7.4,T3 of IS 4984(Outside Diameter-IS 4984-2016) |
- |
250 |
|
- |
7.4,T4 of IS 4984(wall Thickness-IS 4984-2016) |
- |
250 |
|
- |
7.4,T3 of IS 4984(Ovality-IS 4984-2016) |
- |
250 |
|
- |
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 27 oC , Induced Hoop Stress – 8.6MPa, Test Period - 100 hrs.-IS 4984-2016 (Annexure-E)) |
- |
4000 |
|
- |
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Induced Hoop Stress – 4.9MPa, Test Period - 48 hrs.-IS 4984-2016 (Annexure-E)) |
- |
1600 |
|
- |
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Induced Hoop Stress – 4.5MPa, Test Period - 165 hrs.-IS 4984-2016 (Annexure-E)) |
- |
4800 |
|
- |
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Induced Hoop Stress – 4.0MPa, Test Period - 1000 hrs.-IS 4984-2016 (Annexure-E)) |
- |
11000 |
|
- |
8.1.2, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Induced Hoop Stress – 4.9MPa, Test Period - 48 hrs.-IS 4984-2016 (Annexure-E)) |
- |
1600 |
|
- |
8.2("Longitudinal Reversion Test - IS 4984-2016
(Annexure-F)") |
- |
900 |
|
Test = Rs. 700, Specimen Preparation = Rs. 200 |
8.3(Carbon black content- IS 2530-1963) |
- |
925 |
|
- |
8.3(Carbon black content Dispersion- IS 2530-1963) |
- |
700 |
|
- |
8.4(Melt Flow rate(Temperature - 190oC,Mass 5kg)-IS 2530-1963) |
- |
1100 |
|
- |
8.5(Oxidation Induction Time -IS 4984:2016(Annexure-B)) |
- |
2200 |
|
- |
8.6(Density-IS 7328:2020) |
- |
500 |
|
- |
8.7("Tensile Strength for Butt Fusion - IS 4984-2016
(Annexure-G)") |
- |
1600 |
|
Test = Rs. 1100, Specimen Preparation = Rs. 500 |
8.8,T5("Tensile - IS 4984-2016
(Annexure-H)") |
- |
1600 |
|
Test = Rs. 1100, Specimen Preparation = Rs. 500 |
8.8,T5("Elongation -IS 4984-2016
(Annexure-H)") |
- |
1100 |
|
- |
8.9(Slow Crack Growth Rate{Internal Pressure creep Rupture test, Temperature - 80±1 oC , Test Pressure – 0.80MPa, Test Period - 500 hrs.-IS 4984-2016 (Annexure-E &J)) |
- |
5500 |
|
- |
7.3(Coiling- IS 14333-2022) |
- |
300 |
|
- |
|
Complete
|
|
- |
- |
4 |
IS 13592 (2013) |
Unplasticized Polyvinyl Chloride (PVC-U) Pipes for Soil and Waste Discharge System Inside and Outside Buiildings Including Ventilation and Rainwater System |
-
|
35937 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl.5(Surface colour of the pipes shall be dark shade of grey) |
- |
250 |
|
- |
Cl6.3(The composition shall be based on PVC resin
having a K-value of 64 or greater when tested in
accordance with IS 4669) |
- |
1100 |
|
- |
Cl.7.1(Mean outside diameter, outside diameter at any point
for Type A and Type B pipes
manufactured plain or with socket shall be as given in
Table 1. Dimensions shall be measured according to
the method given in IS 12235 (Part 1).) |
- |
250 |
|
- |
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).) |
- |
250 |
|
- |
Cl.7.1( wall thickness at any point
for Type A and Type B pipes
manufactured plain or with socket shall be as given in
Table 1. Dimensions shall be measured according to
the method given in IS 12235 (Part 1).) |
- |
250 |
|
- |
Cl.7.2(Pipes shall be supplied in nominal lengths of 2, 3, 4 or
6 metres either plain or with socket for solvent
cementing/grooved socket. Tolerances on specified
length shall be + 10 mm and – 0 mm.The nominal length of the pipe with socket for solvent
cementing/grooved socket shall be as given in Fig. 1.) |
- |
250 |
|
- |
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.) |
- |
250 |
|
- |
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.) |
- |
250 |
|
- |
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= Rs. 700, Sample Preparation= Rs. 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.) |
- |
1000 |
|
Test= Rs. 700, Sample Preparation= Rs. 300 |
Cl.8.4(When determined in accordance with IS 12235 (Part 2),
the vicat softening temperature of the specimen shall
not be less than 79°C.) |
- |
1100 |
|
- |
Cl.8.5(After the required
period of exposure, the tensile strengths of two samples when tested as per IS 12235 (Part 13) shall not show
difference of more than 20 percent of their initial tensile
strengths) |
- |
23800 |
|
Natural Sunlight for 1600hrs = Rs. 3500
Effect on sunlight by weatherometer for 116hrs equivalent 1600hrs exposure (Optional = Rs. 20300 |
Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid) |
- |
2500 |
|
Test= Rs. 2000, Sample Preparation= Rs. 500 |
Cl.10.1(When tested by method prescribed in IS 12235 (Part 9),the pipe shall have a true impact rate of not more than
10 percent. Mass of striker and height of fall shall be
as per Annex A.) |
- |
1400 |
|
Test= Rs. 1100, Sample Preparation= Rs. 300 |
Cl.10.2(When determined in accordance with the method
described in IS 12235 (Part 13), the tensile strength at
break shall not be less than 45 MPa.) |
- |
2700 |
|
Tensile strength Before exposure & After exposure= Rs. 2 X 1100=2200, Sample Preparation= Rs. 500 |
Cl.10.3(The axial shrinkage shall not exceed 2 percent when
determined in accordance with Annex B.) |
- |
700 |
|
- |
Cl.11.(Jointing of solvent
cementing joints is to be carried out using solvent
conforming to IS 14182.
Apply a pressure of 0.05 MPa for a period of 15 min
and there should be no leakage at any joint.) |
- |
1000 |
|
- |
Cl. 12, IS 12235 Part 11(Resistance to Di-Chloro-Methane ) |
- |
1500 |
|
Test= Rs. 1000, Sample Preparation= Rs. 500 |
14(Marking) |
- |
300 |
|
- |
8.6(Effect on Water Test) |
- |
3000 |
|
- |
|
Complete
|
|
- |
- |
5 |
IS 12786 (1989) |
Irrigation equipment - Polyethylene pipes for irrigation laterals - Specification |
-
|
12488 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.1.a (Potyethylene - higher olefins constituent ) |
- |
2000 |
|
- |
4.1.c.i (Density) |
- |
500 |
|
- |
4.1.c.iii (Volatile matter - Annex B ) |
- |
700 |
|
- |
4.1.c & 4.2.a (Carbon Black content - IS 2530 : 1963) |
- |
1850 |
|
Raw Material = Rs. 925, Pipe = Rs. 925 |
4.2.b (The dispersion of Carbon Black content shall be satisfactory - IS 2530 : 1963) |
- |
1400 |
|
Raw Material = Rs. 700, Pipe = Rs. 700 |
5 and Table 1(DIMENSIONS OF PIPES - outside diameters) |
- |
250 |
|
- |
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) |
- |
900 |
|
Test = Rs. 700, Sample Preparation= Rs. 200 |
7.3(Tensile Test) |
- |
1300 |
|
Test = Rs. 1100, Sample Preparation= Rs. 200 |
7.3(Elongation at Break) |
- |
1100 |
|
- |
7.4(SusceptibiIity to Environmental Stress) |
- |
1300 |
|
Test = Rs. 1100, Sample Preparation= Rs. 200 |
8.0
(8.1)
(Supply of pipes
) |
- |
300 |
|
- |
9.0
(9.1)(Coiling
) |
- |
300 |
|
- |
|
Complete
|
|
- |
- |
6 |
IS 12701 (1996) |
Rotational moulded polyethylene water storage tanks - specification (First Revision) |
-
|
16638 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.1(MATERIALS) |
- |
4000 |
|
Tank = Rs. 2000, Lid= Rs. 2000 |
4.2.1(Density) |
- |
500 |
|
- |
4.2.2(MFR) |
- |
1100 |
|
- |
4.2.3(Carbon Black Content ) |
- |
1850 |
|
Tank= Rs. 925, Lid=Rs. 925 |
4.2.3(Carbon Dispersion Test) |
- |
1400 |
|
Tank= Rs. 700, Lid=Rs. 700 |
5(Types and Features ) |
- |
500 |
|
- |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
500 |
|
- |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
250 |
|
- |
5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
250 |
|
- |
5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
250 |
|
- |
5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
250 |
|
- |
5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
250 |
|
- |
5.4(Wall Thickness) |
- |
250 |
|
- |
6.1(Finish) |
- |
300 |
|
- |
7.1.1(Resistance to Deformation) |
- |
700 |
|
- |
7.1.2(Resistance to Deformation) |
- |
700 |
|
- |
7.2(Resistance to Impact) |
- |
1000 |
|
- |
7.3(Test for Top Load Resistance) |
- |
900 |
|
- |
7.4(Tensile Strength) |
- |
1600 |
|
Test = Rs. 1100, Sample Preparation= Rs. 500 |
7.5(Flexural Modulus) |
- |
1600 |
|
Test = Rs. 1100, Sample Preparation= Rs. 500 |
7.6(overall Migration) |
- |
2000 |
|
Test = Rs. 1700, Sample Preparation= Rs. 300 |
5.4(Wall Thickness above effective height) |
- |
250 |
|
- |
5.1 Table 1 (7)(Minimum Weight of Tank (Without Lid)) |
- |
500 |
|
- |
5.2 Table 2 (7)(Minimum Wall Thickness) |
- |
250 |
|
- |
9.1(Lid Thickness) |
- |
250 |
|
- |
9.2.1(Man-Hole and Hand-Hole Lids) |
- |
300 |
|
- |
9.1(Man-Hole and Hand-Hole Lids) |
- |
300 |
|
- |
5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
500 |
|
- |
|
Complete
|
|
- |
- |
7 |
IS 4985 (2021) |
UNPLASTICIZED PVC PIPES FOR POTABLE WATER SUPPLIES SPECIFICATION Fourth Revision |
-
|
35836 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6.1.1(VCM Content) |
- |
3000 |
|
- |
7(DIMENSIONS-PIPE-Nominal Diameter) |
- |
250 |
|
- |
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Minimum)) |
- |
250 |
|
- |
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. Variation) |
- |
250 |
|
- |
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Minimum)) |
- |
250 |
|
- |
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Maximum)) |
- |
250 |
|
- |
7.1.1.2(DIMENSIONS-PIPE-Ovality (Maximum)) |
- |
250 |
|
- |
7.1.2.1(DIMENSIONS-PIPE-Thickness(Minimum)) |
- |
250 |
|
- |
7.1.2.1(DIMENSIONS-PIPE-Thickness(Maximum)) |
- |
250 |
|
- |
7.1.2.1(DIMENSIONS-PIPE-Average Thickness) |
- |
250 |
|
- |
7.2.1(DIMENSIONS-Socket) |
- |
250 |
|
- |
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Minimum Length) |
- |
250 |
|
- |
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Minimum)) |
- |
250 |
|
- |
7.2.1.2(a)-Table 5(DIMENSIONS-Sockets for elastomeric sealing ring joints-Minimum depth of engagement) |
- |
250 |
|
- |
7.2.1.2-Table 4(DIMENSIONS-Sockets for elastomeric sealing ring joints-Socket inner Diameter) |
- |
250 |
|
- |
8(SEALING RINGS) |
- |
375 |
|
- |
9.1(PIPE ENDS) |
- |
300 |
|
- |
10.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance) |
- |
300 |
|
- |
10.1(Colour) |
- |
300 |
|
- |
10.2(PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity) |
- |
575 |
|
- |
10.4(PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test) |
- |
1000 |
|
Test= Rs. 700, Sample Preparation= Rs. 300 |
10.5(PHYSICAL AND CHEMICAL CHARACTERISTICS- Vicat Softening Temperature) |
- |
1100 |
|
- |
10.6(PHYSICAL AND CHEMICAL CHARACTERISTICS- Density) |
- |
500 |
|
- |
10.7(Sulphated Ash Content) |
- |
950 |
|
- |
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)) |
- |
11000 |
|
- |
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)) |
- |
850 |
|
- |
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)-for Integral Sealing Ring Sockets) |
- |
11000 |
|
- |
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Integral Sealing Ring Sockets) |
- |
850 |
|
- |
11.2(Resistance to External Blows at 0°C) |
- |
1300 |
|
Test= Rs.1100, Sample Preparation= Rs. 200 |
7.1.4(Length) |
- |
300 |
|
- |
6.1.2(PVC Resin) |
- |
1100 |
|
- |
13(Marking) |
- |
300 |
|
- |
5(CLASSIFICATION OF PIPES) |
- |
300 |
|
- |
7.1.3(mean outside diameter, outside diameter at
any point, and wall thickness of plumbing pipes) |
- |
250 |
|
- |
7.2.1.2b(Maximum inner diameter of groove) |
- |
250 |
|
- |
11.1.1(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Plumbing pipes) |
- |
850 |
|
- |
10.3(Effect on Water Test) |
- |
3000 |
|
- |
|
Complete
|
|
- |
- |
8 |
IS 4984 (2016) |
Polyethylene pipes for water supply - Specification (Fifth Revision) |
-
|
42287 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.2(Density) |
- |
1125 |
|
Test= Rs. 500, Sample Preparation= Rs. 625 |
5.2(MFI @ 1900C/5.0 Kg) |
- |
1100 |
|
- |
Table-2 (iii, iv)(Thermal Stability (Oxidation Induction Time), Volatile Matter) |
- |
2200 |
|
- |
5.2(Volatile matter Content) |
- |
700 |
|
- |
6.2(Colour) |
- |
250 |
|
- |
6.2.1(6.1.1 Identification Stripes) |
- |
300 |
|
- |
7.1(Visual Appearance) |
- |
300 |
|
- |
7.2(Length) |
- |
250 |
|
- |
7.4 table -3 & 4(6.1 Dimensions) |
- |
500 |
|
- |
8,/8.1/8.1.1 table-5(PERFORMANCE REQUIREMENTS / Hydraulic Characteristics/ Internal Pressure Creep Rupture Test of Pipe) |
- |
21400 |
|
1. 100 hr/27°C= Rs. 4000
2. 48 hr/80°C= Rs. 1600
3. 165 hr/80°C= Rs. 4800
4. 1000 hr/80°C= Rs. 11000 |
8.1.2 table -5(Internal Pressure Creep Rupture Test of Pipe Joints) |
- |
1600 |
|
- |
8.2(Longitudinal Reversion Test) |
- |
900 |
|
Test = Rs. 700, Sample Preparation=Rs. 200 |
Clause 8.3(Carbon Black content) |
- |
925 |
|
- |
Cl. 8.3(Carbon Black Dispersion) |
- |
700 |
|
- |
8.4( Melt Flow Rate) |
- |
1100 |
|
- |
8.5 (Oxidation Induction Time) |
- |
2200 |
|
- |
Clause 8.6(Overall migration (stimulate)) |
- |
2000 |
|
Test=Rs. 1700, Sample Preparation= 300 |
8.7(Density) |
- |
500 |
|
- |
8.8(Tensile Strength for Butt-fusion) |
- |
1600 |
|
Test= Rs.1100, Sample Preparation= Rs. 500 |
8.9 table-6(Elongation at Break) |
- |
1100 |
|
- |
8.9,T6("Tensile - IS 4984-2016
(Annexure-H)") |
- |
1600 |
|
Test= Rs.1100, Sample Preparation= Rs. 500 |
8.10(Slow Crack Growth Rate) |
- |
5500 |
|
- |
6, 6.1(PIPE DESCRIPTION) |
- |
250 |
|
- |
6, 6.1.1(PIPE DESCRIPTION) |
- |
250 |
|
- |
6, 6.1.2(PIPE DESCRIPTION) |
- |
250 |
|
- |
6.1.3 (PIPE DESCRIPTION) |
- |
250 |
|
- |
6.1.4(PIPE DESCRIPTION) |
- |
250 |
|
- |
7.3(Coiling) |
- |
250 |
|
Not Applicable |
5.3(c)(Carbon Black Master Batch) |
- |
925 |
|
Not Applicable, Raw material TC is required |
5.3(d)(Carbon Black Master Batch) |
- |
0 |
|
Not Applicable, Raw material TC is required |
5.3(Toluene Extract) |
- |
900 |
|
- |
5.2(Polyethylene Resin) |
- |
700 |
|
- |
|
Complete
|
|
- |
- |
9 |
IS 2508 (2016) |
Polyethylene films and sheets - Specification (Third Revision) |
-
|
38156 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.1.1(Appearance) |
- |
300 |
|
- |
5.1.2(Film Form) |
- |
300 |
|
- |
5.1.3(Odour) |
- |
300 |
|
- |
5.1.4(Density, Cl.5 of IS 13360(Part-3/Section-1)) |
- |
500 |
|
- |
5.1.5(Melt Flow Index. Cl 6, 7 of IS 13360(Part-4/Section-1)) |
- |
1100 |
|
- |
5.1.6a(Carbon Black Content, Annex-A) |
- |
925 |
|
- |
5.1.6b(Ash Content, Annex-A) |
- |
950 |
|
- |
5.1.6c(Carbon Black Dispersion, Cl.16 of IS 2530) |
- |
700 |
|
- |
5.2.2(Tolerance on Thickness, Annex-A) |
- |
300 |
|
- |
6.1, Table 1(Tensile strength at break. A) Machine Direction. IS 13360 (Part 5/Sec 1)) |
- |
1350 |
|
Test =Rs 1100, Sample Preparation=Rs 250 |
6.1, Table 1(Tensile strength at break. B) Transverse Direction. IS 13360 (Part 5/Sec 3)) |
- |
1100 |
|
- |
6.1, Table 1(Ageing test at (70-1)c for 7 days , cl 4 IS 7016 ) |
- |
4300 |
|
- |
6.1, Table 1(Elongation at break ,A) Machine direction .IS 13360(Part-5/sec-1) ) |
- |
1100 |
|
- |
6.1, Table 1(Elongation at break ,B) Cross-machine direction..IS 13360(Part-5/sec-3) ) |
- |
1100 |
|
- |
6.1, Table 1(Dartimpact strength Method B of IS 13360 (Part-5/sec-6) ) |
- |
1000 |
|
- |
7.1. Table 2(Tensile strength at break A) Machine direction IS 13360 (Part-5/sec-1) ) |
- |
1350 |
|
Test = Rs 1100, Sample Preparation=Rs 250 |
7.1. Table 2(Tensile strength at break,B) Crosse machine direction IS 13360 (Part-5/sec-3) ) |
- |
1100 |
|
- |
7.1. Table 2(Ageing test at (70-1)c for 7 days , cl 4 IS 7016 ) |
- |
4300 |
|
- |
7.1. Table 2(Elongation at break , A) Machine direction IS 13360 (Part-5/sec-3) IS 13360 (Part-5/sec-1) ) |
- |
1100 |
|
- |
7.1. Table 2(Elongation at break , A) Transverse direction IS 13360 (Part-5/sec-3) ) |
- |
1100 |
|
- |
7.1. Table 2(Dart impact strenght , Method A of IS 3360 (Part-5/sec-6) ) |
- |
1000 |
|
- |
8.1, Table 3(Tensile properties ,A) Yield strenght . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do) |
- |
1100 |
|
- |
8.1, Table 3(Tensile properties , B) Break strenght . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do) |
- |
1100 |
|
- |
8.1, Table 3(Tensile properties ,C) Yield elongation . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do) |
- |
1100 |
|
- |
8.1, Table 3(Tensile properties ,D) Break elongation . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do) |
- |
1100 |
|
- |
8.1, Table 3(Tear resistance , Annex B) |
- |
1000 |
|
- |
8.1, Table 3(Puncture resistance , Annex C) |
- |
1100 |
|
- |
9.1, Table 4(Tensile properties ,A) Yield strenght . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do) |
- |
1100 |
|
- |
9.1, Table 4(Tensile properties , B) Break strenght . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do) |
- |
1100 |
|
- |
9.1, Table 4(Tensile properties ,C) Yield elongation . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do) |
- |
1100 |
|
- |
9.1, Table 4(Puncture resistance , Annex C) |
- |
1100 |
|
- |
Clause 9.1 (Table 4)(Break Elongation) |
- |
1100 |
|
- |
Clause 9.1 (Table 4)(Yield Elonation) |
- |
1100 |
|
- |
Clause 9.1 (Table 4)(Yield strength) |
- |
1100 |
|
- |
Clause 8.1(Table 3)(Break Elongation) |
- |
1100 |
|
- |
Clause 8.1(Table 3)(Break strength) |
- |
1100 |
|
- |
Clause 7.1(Table 2)(Decrease in Tensile Strength after Ageing(Transverse Direction)) |
- |
1100 |
|
- |
Clause 7.1(Table 2)(Decrease in Tensile Strength after Ageing(Machine Direction)) |
- |
1100 |
|
- |
Clause 6.1(Table 1)(Decrease in Tensile Strength after Ageing(Transverse Direction)) |
- |
1100 |
|
- |
Clause 6.1(Table 1)(Decrease in Tensile Strength after Ageing(Machine Direction)) |
- |
1100 |
|
- |
Clause 5.2.3(Tolerance on Width) |
- |
300 |
|
- |
9.1, Table 4(Tear resistance , Annex B) |
- |
1100 |
|
- |
5.2.1.2(Nominal width) |
- |
250 |
|
- |
6.1, Table 1(Tear resistence. A) Machine direction Annex B) |
- |
1100 |
|
- |
6.1, Table 1(Tear resistence. B) Transverse direction ) |
- |
1100 |
|
- |
|
Complete
|
|
- |
- |