Sudarshan HDPE Pipes
Sudarshan HDPE pipes adhere to two BIS standards: IS:4984 (2016) for drinking water pipelines and IS:14333 (1996) for drainage water lines, presently we manufacture pipes from 20 mm to 400 mm diameter as per both standards in PE80/PE100. Our current install capacity is 30,000 MTP, with 14 extruders, highest in south India. As per our expansion plan, a new imported plant of higher diameter HDPE pipes from 400 mm to 800 mm will be installed by December 2024 , expanding our install capacity to 48,000 MTP.
With highly technical manpower, in-house laboratories, testing and research facilities, 100% use of pre-compounded black material ‘Borrouge’, online and offline stringent quality control system, Sudarshan HDPE Pipes are the No 1 quality you can trust.
Sudarshan HDPE pipes and specials are approved by several government authorities, such as Rural Drinking Water Supply and Drainage Board, KUIDFC, KUWSDB, BWSSB, Minor Irrigation, TWAD, MP Jal Nigam, Kerala Water Authority, Maharashtra Jal Pradhikaran, TPHMED, and APHMED.
HDPE benefits:
- Design life of 50 Years
- Low Installation Cost
- Low Maintenance Cost
- Highly Sustainable – easy maintenance without interrupting the Water Supply, easily make Jointing / New Connection, New Taping System
without interruption. - Compatibility – HDPE Pipe Fitting – Electro fusion fitting are made of PE 100 compound, very compatible, No Leakage from Jointing All type of Moulded Fitting in all Sizes are Available.
Advantages of Sudarshan pipes
- Chemical resistance
- Flexibility
- Corrosion resistance
- Durable
- Light weight
- Low cost
- Abrasion resistance
- Joining with Butt
- welding
- Sustainability
- No leakage
- Eco friendly
- No effect of temperature up to 80C
Due to its better properties than all conventional pipes-G.I./Seamless pipes/reinforced concrete pipes/Asbestos pipes. Central government and state government have approved HDPE pipes for piping application for all Irrigation and drinking water project with Horizontal Direct Drilling technology-without disturbing urban life- HDPE pipes are installed in 500km at a stretch in India for drinking water project.
Application of Sudarshan HDPE pipes are best preferred for:
- Lifting and extraction of water from bore well with submersible pipes.
- Transportation of water from river, canal, pond and lakes
- Lift irrigation-water supply from different source to farmland
- Drinking water projects to village industries
- Ducting of electrical and telecom cables
- Municipal Drainage system
Applicaion of Sudarshan Pipes HDPE:
- Drinking water projects to village/Layout/Smart cities with Sudarshan HDPE Pipes:
Drinking water is transported from Sudarshan HDPE Pipe PE 100 PN8/PN 10 material and connected to each house with MDPE pipe Dia 20mm/25mm. Sudarshan HDPE pipes are jointed through Butt welding which makes it leak proof. HDPE pipes are most ideal/ easy to install/ low cost and maintenance and no loss of water.
- Irrigation-water transportation from River/Canal/Lakes to farmland with Sudarshan HDPE Pipe Under Irrigation – Water transportation from Canal/River:
- HDPE pipes PE 100 Dia 110mm to 315mm PN 10 to PN 20 are most ideal piping for transportation of water from Canal and sustain pressure of higher capacity pump. Distribution of water to villages/farm are done with lower HDPE pipe Dia 63mm to 140mm/ PE 100 of PN 8/ PN 10. Again farms are connected with drip pipes and sprinkler irrigation system.
Lifting and extraction of water from bore well with submersible pump- with Sudarshan HDPE pipe:
Sudarshan HDPE pipe PE 80/ PE 100 – 32mm to 63mm are most suitable to lift water from Borewell from 100ft to 1500ft deep Borewell. Different pressure rating PN 6/ PN 8/ PN 10/ PN 12.5/ PN 16/ PN 20/ PN 25- Pipes are used according to depth of Borewell. Sudarshan HDPE Pipe replaced all other conventional Pipe i.e. G.I. / Column Pipe due to easy to install, low cost & no maintenance.
Technical Specifications
SDR
|
SDR 41
|
SDR 33
|
SDR 26
|
SDR 21
|
SDR 17
|
SDR 13.6
|
SDR 11
|
SDR 9
|
SDR 7.4
|
SDR 6
|
||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
PE63
PE80 PE100 |
PN 2
Pn 2.5 PN 3 |
PN 2.5
Pn 3.2 PN 4 |
PN 3.2
PN 4 PN 5 |
PN 4
PN 5 PN 6 |
PN 5
PN 6 PN 8 |
PN 6
PN 8 PN 10 |
PN 8
PN 10 PN 12.5 |
-
PN 12.5 PN 16 |
-
PN 16 PN 20 |
-
PN 20 - |
||||||||||
Nominal OD
DBn in mm |
eMin
mm |
eMax
mm |
eMin
mm |
eMax
mm |
eMin
mm |
eMax
mm |
eMin
mm |
eMax
mm |
eMin
mm |
eMax
mm |
eMin
mm |
eMax
mm |
eMin
mm |
eMax
mm |
eMin
mm |
eMax
mm |
eMin
mm |
eMax
mm |
eMin
mm |
eMax
mm |
16
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1.8
|
2.1
|
2.2
|
2.5
|
2.7
|
3.1
|
20
|
|
|
|
|
|
|
|
|
|
|
|
|
1.9
|
2.2
|
2.3
|
2.6
|
2.7
|
3.1
|
3.4
|
3.8
|
25
|
|
|
|
|
|
|
|
|
|
|
1.9
|
2.2
|
2.3
|
2.6
|
2.8
|
3.2
|
3.4
|
3.8
|
4.2
|
4.7
|
32
|
|
|
|
|
|
|
|
|
1.9
|
2.2
|
2.4
|
2.7
|
2.9
|
3.3
|
3.6
|
4.1
|
4.4
|
4.9
|
5.4
|
6
|
40
|
|
|
|
|
|
|
1.9
|
2.2
|
2.4
|
2.7
|
3
|
3.4
|
3.7
|
4.2
|
4.5
|
5.1
|
5.4
|
6
|
6.7
|
7.5
|
50
|
|
|
|
|
2
|
2.3
|
2.4
|
2.7
|
3
|
3.4
|
3.7
|
4.2
|
4.6
|
5.2
|
5.6
|
6.3
|
6.8
|
7.6
|
8.4
|
9.3
|
63
|
|
|
|
|
2.5
|
2.9
|
3
|
3.4
|
3.7
|
4.2
|
4.7
|
5.3
|
5.8
|
6.5
|
7
|
7.8
|
8.6
|
9.6
|
10.5
|
11.7
|
75
|
1.9
|
2.2
|
2.3
|
2.6
|
2.9
|
3.3
|
3.6
|
4.1
|
4.5
|
4.5
|
5.6
|
6.3
|
6.9
|
7.7
|
8.4
|
9.3
|
10.2
|
11.3
|
12.5
|
13.9
|
90
|
2.2
|
2.5
|
2.8
|
3.2
|
3.5
|
4
|
4.3
|
4.8
|
5.3
|
5.9
|
6.7
|
7.5
|
8.2
|
9.1
|
10
|
11.1
|
12.2
|
13.5
|
15
|
16.6
|
110
|
2.7
|
3.1
|
3.4
|
3.8
|
4.3
|
4.8
|
5.3
|
6.0
|
6.5
|
7.3
|
8.1
|
9
|
10
|
11.1
|
12.3
|
13.6
|
14.9
|
16.5
|
18.4
|
20.3
|
125
|
3.1
|
3.5
|
3.8
|
4.3
|
4.8
|
5.4
|
6
|
6.7
|
7.4
|
8.2
|
9.2
|
10.2
|
11.4
|
12.7
|
13.9
|
15.4
|
16.9
|
18.7
|
20.9
|
23.1
|
140
|
3.5
|
4
|
4.3
|
4.8
|
5.4
|
6
|
6.7
|
7.5
|
8.3
|
9.2
|
10.3
|
11.4
|
12.8
|
14.2
|
15.6
|
17.3
|
19
|
21
|
23.4
|
25.8
|
160
|
3.9
|
4.4
|
4.9
|
5.5
|
6.2
|
6.9
|
7.7
|
8.6
|
9.5
|
10.6
|
11.8
|
13.1
|
14.6
|
16.2
|
17.8
|
19.7
|
21.7
|
24
|
26.7
|
29.5
|
180
|
4.4
|
4.9
|
5.5
|
6.2
|
7
|
7.8
|
8.6
|
9.6
|
10.6
|
11.8
|
13.3
|
14.7
|
16.4
|
18.1
|
20
|
22.1
|
24.4
|
26.9
|
30
|
33.1
|
200
|
4.9
|
5.5
|
6.1
|
6.8
|
7.7
|
8.6
|
9.6
|
10.7
|
11.8
|
13.1
|
14.7
|
16.3
|
18.2
|
20.1
|
22.3
|
24.6
|
27.1
|
29.9
|
33.4
|
36.8
|
225
|
5.5
|
6.2
|
6.9
|
7.7
|
8.7
|
9.7
|
10.8
|
12
|
13.3
|
14.7
|
16.6
|
18.4
|
20.5
|
22.7
|
25
|
27.6
|
30.5
|
33.7
|
37.5
|
41.4
|
250
|
6.1
|
6.8
|
7.6
|
8.5
|
9.7
|
10.8
|
12
|
13.3
|
14.7
|
16.3
|
18.4
|
20.3
|
22.8
|
25.2
|
27.8
|
30.7
|
33.8
|
37.3
|
41.7
|
46
|
280
|
6.9
|
7.7
|
8.5
|
9.5
|
10.8
|
12
|
13.4
|
14.8
|
16.5
|
18.3
|
20.6
|
22.8
|
25.5
|
28.2
|
31.2
|
34.4
|
37.9
|
41.8
|
46.7
|
51.5
|
315
|
7.7
|
8.6
|
9.6
|
10.7
|
12.2
|
13.5
|
15
|
16.6
|
18.6
|
20.6
|
23.2
|
35.6
|
28.7
|
31.7
|
35
|
38.6
|
42.6
|
47
|
52.5
|
57.9
|
355
|
8.7
|
9.7
|
10.8
|
12
|
13.7
|
15.2
|
16.9
|
18.7
|
20.9
|
23.1
|
26.1
|
28.8
|
32.3
|
35.6
|
39.5
|
43.6
|
48
|
52.9
|
59.2
|
65.2
|
400
|
9.8
|
10.9
|
12.2
|
13.5
|
15.4
|
17
|
19.1
|
21.1
|
23.6
|
26.1
|
29.5
|
32.6
|
36.4
|
40.1
|
44.5
|
49.1
|
54.1
|
59.6
|
66.7
|
73.5
|
TESTING & ACCEPTANCE PARAMETERS OF HDPE PIPES
1.1
|
Visual Appearance and Dimensions
|
Visual
|
As per clause no 9.2 of IS: 4984-2016
|
As per Clause 7.1 & 7.4, Table-9 of IS 4894-2016
|
---|---|---|---|---|
1.2
|
Longitudinal Reversion Test
|
Measurement
|
As per Clause 8.2 & Annex. F of IS 4894-2016
|
Shall not be more than 3%; No effect on the surface
|
1.3
|
Carbon Black Content
|
Measurement
|
As per Clause 8.3 of IS:4984 - 2016, IS:2530
|
Shall be 2.5% ± 0.5%
|
1.4
|
Carbon Black Dispersion
|
Measurement
|
As per Clause 8.3 of IS:4984 - 2016
|
Shall be satisfactory
|
1.5
|
Melt Flow rate at 190 °C / 5 Kg
|
Measurement
|
As per Clause 8.4 of IS:4984 - 2016 and IS:2530
|
Maximum deviation of 30% of the Nominated value
|
1.6
|
Density at 27% (Base Density)
|
Measurement
|
As per Clause 8.7 of1S 4984 - 2016 / IS 7328
|
940 to 960 Kg/m
|
1.7
|
Oxidation Induction Time (OIT)
|
Measurement
|
As per clause 8.5 & Annex-B of IS:4984-2016
|
> 20 minutes
|
1.8
|
Elongation at Break
|
Measurement
|
Clause no 8.9 of IS: 4984 - 2016 (Annex-H) & Table 6
|
≥ 350%
|
1.9
|
Internal Pressure Creep Rupture Test (hydrostatic resistance test) at 80°C for 48hrs
|
Measurement
|
As per IS: 4984: 2016 Clause No: 8.1.1, 9.2, Table 5 & Annex-E of IS:4984-2016
|
No signs of localized swelling, leakage or weeping and shall not burst during the prescribed test period
|
2
|
Internal Pressure Creep Rupture Test (hydrostatic resistance test) for joints at 80°C for 48hrs
|
Measurement
|
As per IS: 4984: 2016 Clause No: 8.1.2, 9.2, Table 5 & Annex-E of IS:4984-2016
|
No signs of localized swelling, leakage or weeping and shall not burst during the prescribed test period
|
2.1
|
Tensile strength for Butt Fusion
|
Measurement
|
Clause no 8.8 of IS:4984 - 2016 (Annex-G) & Amendment No.2 of IS:14846 - 2016
|
Shall not show brittle failure
|
2.2
|
Overall Migration Test
|
Measurement
|
Clause no 8.6 of IS:4984 - 2016, IS:9845 & IS:10146
|
Max. 10 mg/dm2
|
2.3
|
Internal Pressure Creep Rupture Test (hydrostatic resistance test) at 27°C for 100hrs (Type Test)
|
Measurement
|
As per IS: 4984: 2016 Clause No: 8.1.1, 9.1, Table 5 & Annex-E of IS:4984-2016
|
No signs of localized swelling, leakage or weeping and shall not burst during the prescribed test period
|
2.4
|
Internal Pressure Creep Rupture Test (hydrostatic resistance test) at 80°C for 165hrs (Type Test)
|
Measurement
|
As per IS: 4984: 2016 Clause No: 8.1.1, 9.1, Table 5 & Annex-E of IS:4984-2016
|
No signs of localized swelling, leakage or weeping and shall not burst during the prescribed test period
|
2.5
|
Internal Pressure Creep Rupture Test (hydrostatic resistance test) at 80°C for 1000hrs (Type Test)
|
Measurement
|
As per IS: 4984: 2016 Clause No: 8.1.1, 9.1, Table 5 & Annex-E of IS:4984-2016
|
No signs of localized swelling, leakage or weeping and shall not burst during the prescribed test period
|
2.6
|
Slow Crack Growth Rate at 80°C for 500hrs (Type Test)
|
Measurement
|
As per IS: 4984: 2016 Clause No: 8.10, 9.1 & Annex-J of IS:4984-2016
|
No signs of localized swelling, leakage or weeping and shall not burst during the prescribed test period
|