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Project Management ofProject Management of
Water Supply ProjectWater Supply Project
Capacity: 93 MLD Cost: USD 80 MillionCapacity: 93 MLD Cost: USD 80 Million
Chandra DissanayakeChandra Dissanayake
Senior Resident EngineerSenior Resident Engineer
Tokyo Engineering Consultants Co Ltd
Pattuvam Scheme, Kerala, IndiaPattuvam Scheme, Kerala, India
February 2010February 2010
The state has been able to provide water to 79% of the urban and
59% of the rural population and efforts are being made to cover the
rest of the population.
Accordingly a very ambitious project known as Kerala Water
Supply Project (KWSP) was derived with support of International
Corporation - Japan International Corporation Agency (JICA). Five
Schemes under KWSP:
•Trivandrum
•Meenard
•Cherthala (Kollam)
•Kozhikode (Calicut)
•Pattuvam (in Kannur District)
KERALA WATER SUPPLY PROJECT
(KWSP) & PATTUVAM SCHEME
KERALA WATER SUPPLY
PROJECT (KWSP)
• The Government of India is the borrower and the Kerala Water
Authority is the executing Agency. This Project aims at rehabilitating
and augmenting the water supply systems of two urban regions
namely Kozhikode and Thiruvananthapuram and to construct new
water supply systems for three rural regions namely, Pattuvam of
Kannur district, Cherthala of Alappuzha district and Meenad of
Kollam district. Pattuvam Scheme is the north most beneficial area
from this massive project.
• The international consultants M/s TEC consortium (with Black &
Veatch, GKW, STC, CED) led by M/s Tokyo Engineering
Consultants Company Ltd (TEC). Japan has been selected by the
KWA to manage the implementation of the project.
Pattuvam
Scheme
KERALA WATER SUPPLY
PROJECT (KWSP) & PATTUVAM
SCHEME
Kerala is a state located in
southwestern India. Neighboring
states include Karnataka to the
north and Tamil Nadu to the south
and east, and the Arabian Sea is to
the west. Major cities include the
state capital of Trivandrum
(Thiruvanaputhram), Kollam,
Cochin, Calicut (Kozhikode) and
Kannur (Cannore).
Kozhikode
Scheme
Cherthala
Scheme
Meenard
Scheme
Trivandrum
Scheme
The Pattuvam Scheme is in Kannur District is the northern most
area benefits with the KWSP. The objective of the scheme is to
supply safe and potable water to 530,000 consumers in 10 villages,
7 semi-urban areas and 1 municipality in the Kannur District by
constructing new facilities. Facilities include technical components
for water abstraction, raw water transmission, water treatment,
treated water transmission, storage reservoirs and distribution
networks.
The project area covers 350 km2 and the water demand of the area
is estimated as 93 MLD. The source is at Pazhassi Barrage at
Valapattanam River at Kuiloor and the method of extraction is by
intake well. The raw water is boosted through steel pipe of 1100
mm diameter for a length of 11 km, to the Treatment Plant. The
capacity of the Treatment Plant located at Peruvalathuparamba is
93 millions liters per day.
PATTUVAM SCHEME
Pattuvam Scheme Packages
Package Description Contractor Cost
Ind Rs
Million
Cost
USD
Million
1 Intake, Raw Water
Main, WTP
Kiriloskar Brothers,
Pune
1,109 28
2 Transmission Main &
Associated Work
SPML, Bangalore 1,219 27
3 Distribution Systems KRKCPL,
Hydarbard
650 17
4 Service Reservoirs IVRCL, Hydrabard 395 8
Overall 3,349 80
PROJECT MANAGEMENT
The Client, Kerala Water Authority has appointed Tokyo
Engineering Consultants Co Ltd (TEC) as the leading consultant –
The Engineer – to implement the project. The Pattuvam Scheme is
led by highly experienced Senior Resident Engineer (SRE),
Chandra Dissanayake who acts as Engineer’s Representative. He is
supported by a project team of 36 personnel including four
experienced Site Engineers. The SRE is responsible for managing
the day-to-day work of the project:
 Construction supervision, project management, progress
monitoring and reporting, quality control, verification of
contractor’s invoices etc.
 Lead the construction supervision team set for the package.
 Liaison with the Consultant’s main office (Project Manager),
Contractors and Client for the performance of the assigned
contract package.
Site Engineer
Package 1
Site Engineer
Package 1
Site Engineer
Package 2
Site Engineer
Package 2
Site Engineer
Package 3
Site Engineer
Package 3
Site Engineer
Package 4
Site Engineer
Package 4
Junior
Inspectors
4
Junior
Inspectors
4
Senior
Inspector
Senior
Inspector
Junior
Inspectors
4
Junior
Inspectors
4
Senior
Inspector
Senior
Inspector
Junior
Inspectors
4
Junior
Inspectors
4
Senior
Inspector
Senior
Inspector
Junior
Inspectors
4
Junior
Inspectors
4
Senior
Inspector
Senior
Inspector
Admin & Support Staff
Office Manager
Computer Assistant – 2 Nos
Office Assistant – 2 Nos
Office Attendant– 2 Nos
Drivers – 5 Nos
Admin & Support Staff
Office Manager
Computer Assistant – 2 Nos
Office Assistant – 2 Nos
Office Attendant– 2 Nos
Drivers – 5 Nos
Senior Resident Engineer
Chandra Dissanayake
Senior Resident Engineer
Chandra Dissanayake
Project Management Structure
Tokyo Engineering Consultants Co., Ltd. Japan
Project Highlights
• About 1,000,000 cubic meters of earthwork; 720 kilometres of
pipelines; 25,000 cubic meters of concrete and 2000 tonnes of steel.
Total project value is USD80 Million.
• The project is unique in its nature and complexities, characterised by
its spread across a large area. In view of the massiveness of the
project and the complexities in the nature of the work components, it is
a challenge and however essential and important for the Senior
Resident Engineer to put in place a comprehensive project
management, supervision, quality assurance and control during the
implementation.
• The Project is being executed following a fast track approach.
Pattuvam Scheme
ST1 ST2 SHT
FILTER
FH
WW
H
OHT
CB
KoonamT
ank I
KoonamT
ank II
CWT
CCT
P3
P2
P1
P4
C
F
1200 dia MS pipe 22km
INTAKE
TRANSMISSION MAIN 80 km
DISTRIBUTION SYSTEM
SERVICE
RESERVOIRS
SL
PB 1PB 2
1100 dia MS pipe 22km
630 Km pipelines
WTP 93 MLD
Pazhassi Dam
A
Serve for population of 530,000
Reservoir Capacity - 27 ML
Package 1
Component Details
Intake Pump-well, Intake-well, Connecting
pipeline & Buildings
Raw Water Main (supply &
laying)
11 km 1118 mm dia MS Pipeline
WTP Various treatment structures & staff
buildings
Intake
Intake well & intake house
Foot bridge
Pump well & pump house
Conduits for intake
Raw water pumps, surge vessel & piping
Staff housing
Sub station for intake
Intake Model
SRE’s Instruction on building coffer dam around Intake in late 2007
Senior Resident Engineer discusses with Hon Minister for Water
Resources on Construction Program of Intake in early 2008
Intake site February 2008
Intake site on January 2010
Raw Water Pumping Main
11 km long mild steel
pipeline from Intake to
Water Treatment Plant
Pipe-bridge on raw water pipeline
Water Treatment Plant
Water treatment Plant Structures
Structure Name
Raw water Inlet/Cascade Aerator & Magnetic flow meter chamber
Lamella Clarifiers& Flocculators
Rapid Gravity Sand Filters
Filter control building
Used wash water holding tank
Chlorine contact tank & Treated Water Reservoir
Treated water pumping station
Balancing reservoir
Chemical Building
Chlorine building
Sludge balancing tank & pump house
MCC
Sludge Thickener
Sludge Lagoons
Roads, Compound, Landscaping
Staff housing
Water treatment plant site on January 2007
Water treatment plant on February 2010
SRE with Team Leader, Site Engineer and Construction Manager
Tiling on Aerator
SRE with Senior Inspector on Balancing Reservoir
Flocculaters, Clarifiers, Wash-water holding tank
Clear water reservoir
EOT Crane at pump-station
Electrical panels in pump-station
Balancing reservoir
Vintage point – From the roof top of the balancing reservoir
Access road to WTP
Package 2
Transmission Main & Associated Work
From the Clear Water Reservoir at the WTP the water flows
by gravity to the Master Balancing Reservoir at Koonam
from where it flows to 7 zonal reservoirs and through 2
booster pumping stations to 5 zonal reservoirs. The total
length of transmission main is 82 km.
Package 2
Description Quantity
MS pipeline 25km
DI pipeline 50km
uPVC & PE pipeline 6km
Pipe bridges 4nos
Buildings & Associated
Works
KOONAM MBR
W.T.P. + BPT
Paddy field-below ground pipes
VALAKAI RIVER
POOMANGALAM
RIVER
MS PIPESTWTM-
TALIPARAMBA-IRIKKUR
KSTP ROAD
MS 1219mm OD
MS 1118mm&1067mm OD
MALPPATTAM
SREEKANDAPURAM
IRIKKUR
MALAPPATTAM ROAD
POKKUNDU
CHENGALAI RIVER
CHENGALAI BRIDGE
VALAKAI BRIDGE
1
0
2
7
5
4
3
9
8
6
10
11
12
13
1415
16
17
18
19
20
21
POOMANGALAM BRIDGE
MS
PIPE LAID
FSL-158.80
MWL-138.90
LWL-150.90
LWL-135.00
PACKAGE II-
25.1
Length(KM) Laid(KM)
24.07
KANJIRANGADU
JN. .
13m13m
18.20m 19.30m
24.00m24.00m24.00m
Gap 1
WTP- KSTP Road
Gap 2
Test gap
Gap 3
KSTP-Kaniyar vayal
road crossing
Test gap
Gap 4
Gap 5
PKM College
Road crossing +
above ground
Gap 6
Chengalai bridge
Gap 7
Cherankunnu-Narikkal
breaking
Gap 8
KSTP Road+ Valakkai
road crossing
Gap 9
Above Ground + Below
ground Valakkai
Gap 10
74.4m on hold due to the
dispute at Pokkundu
Gap 11
Koonam MBR Inlet
Gap 12
Above grounfd- Below ground
Poomangalam Bridge
Stream
On pedestals
Below ground
119m
486m
Gap 9
89 AG
82 BG
40m
Gap 5
96m
22m 21m
WTP to Koonam MBR
Koonam to Kanjirangad
Total
Balance(KM)
4.4
20.7
4.33
19.74 0.96
0.1
1.03
KALLIASSERI
MBR + OHSR
KARAKUNNU OHSR
KANNOM OHSR
KUZHICHAL OHSR
KARAKKUNDU OHSR
FROM KOONAM MBR
NADUKANI
BPT + OHSR
MADAKKADU GLSR
ODUVALLITHATTU OHSR
MADAMTHATTU OHSR
ADIIKKAMPARA OHSR
KANJIRANGAD
OHSR
s
KARIKKAPPARA OHSR
KANJIRANGAD BPS
s
DI,uPVC &PE PIPESTWTM-PACKAGE II-
CHAPPARAPPADAV BRIDGE
DHARMASALA
MANNA JN.
INDEX
PIPE LAID
TALIPARAMBA-IRIKKUR
KSTP ROAD
TALIPARAMBA-COORGE
ROAD
KUPPAM RIVER UNDER
WATER CROSSING
1
2
DI
uPVC
50.34
PE3
Sl No. Pipe Length (Km)
3.94
2.91
Laid (Km)
44.38
2.34
2.53
13m 21.433m 21.433m 21.433m
KUPPAM
JN.
Balance (Km)
5.96
1.60
0.38
1
2
3
4
5
6
7
8
9
10
11
1213
14
15
16
17
18
19
20
21
22
23
24
2526
27
28
29
Valakkai Pipe Bridge
MS Pipeline Laying along Highway
Chengali pipe-bridge steel trusses
Pipeline on pedestal at Valakkai
Chapparapadawu pipe-bridge
Package 3
Distribution System
Package 3
The project area has been divided in to 21 major
distribution zones to be served by 1 Master
Balancing Reservoir (MBR) and 12 zonal
reservoirs. The total length of distribution
network is 625 km.
– DI pipeline of 150-500mm dia 56 km
– uPVC pipes of 75-280mm dia 428 km.
– PE pipes 90 &110mm dia 139km
Laying distribution pipeline (PE) on countryside
Special Machinery for hard latraite excavation in trenches
Special Machinery – smaller versions for narrow rural roads
Package 4
Service Reservoirs
Package 4
From Master Balancing Reservoir at
Koonam water flows to 7 zonal reservoirs
and through 2 booster pumping stations to
5 zonal reservoirs.
– Over Head Service Reservoirs 12
– Ground Level Service Reservoirs 1
Package 4 Reservoirs
Koonam (Tank I) – 3.18ML
Koonam (Tank II) – 2.62ML
Kanjirangadu – 0.59ML
Karikkapara – 0.92ML
Kalliasseri – 3.78ML
Kuzhichal – 2.75ML
Adikampara – 4.18ML
Oduvallithattu – 0.26ML
Nadukani – 1.17ML
Madamthatta – 1.18ML
Karakundu – 1.95ML
Karakunnu – 3.33ML
Kannom – 0.91ML
Madakkadu – 0.26ML
Administrative Buildings
Staff Quarters
Koonam Twin Reservoirs
Capacity: 6 ML Height from the ground: More than 20m
Karikapara Reservoir
Adikampara Reservoir
Oduwalaththatta Reservoir
END

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Project management wtp pattuvam scheme feb 10 v2

  • 1. Project Management ofProject Management of Water Supply ProjectWater Supply Project Capacity: 93 MLD Cost: USD 80 MillionCapacity: 93 MLD Cost: USD 80 Million Chandra DissanayakeChandra Dissanayake Senior Resident EngineerSenior Resident Engineer Tokyo Engineering Consultants Co Ltd Pattuvam Scheme, Kerala, IndiaPattuvam Scheme, Kerala, India February 2010February 2010
  • 2. The state has been able to provide water to 79% of the urban and 59% of the rural population and efforts are being made to cover the rest of the population. Accordingly a very ambitious project known as Kerala Water Supply Project (KWSP) was derived with support of International Corporation - Japan International Corporation Agency (JICA). Five Schemes under KWSP: •Trivandrum •Meenard •Cherthala (Kollam) •Kozhikode (Calicut) •Pattuvam (in Kannur District) KERALA WATER SUPPLY PROJECT (KWSP) & PATTUVAM SCHEME
  • 3. KERALA WATER SUPPLY PROJECT (KWSP) • The Government of India is the borrower and the Kerala Water Authority is the executing Agency. This Project aims at rehabilitating and augmenting the water supply systems of two urban regions namely Kozhikode and Thiruvananthapuram and to construct new water supply systems for three rural regions namely, Pattuvam of Kannur district, Cherthala of Alappuzha district and Meenad of Kollam district. Pattuvam Scheme is the north most beneficial area from this massive project. • The international consultants M/s TEC consortium (with Black & Veatch, GKW, STC, CED) led by M/s Tokyo Engineering Consultants Company Ltd (TEC). Japan has been selected by the KWA to manage the implementation of the project.
  • 4. Pattuvam Scheme KERALA WATER SUPPLY PROJECT (KWSP) & PATTUVAM SCHEME Kerala is a state located in southwestern India. Neighboring states include Karnataka to the north and Tamil Nadu to the south and east, and the Arabian Sea is to the west. Major cities include the state capital of Trivandrum (Thiruvanaputhram), Kollam, Cochin, Calicut (Kozhikode) and Kannur (Cannore). Kozhikode Scheme Cherthala Scheme Meenard Scheme Trivandrum Scheme
  • 5.
  • 6. The Pattuvam Scheme is in Kannur District is the northern most area benefits with the KWSP. The objective of the scheme is to supply safe and potable water to 530,000 consumers in 10 villages, 7 semi-urban areas and 1 municipality in the Kannur District by constructing new facilities. Facilities include technical components for water abstraction, raw water transmission, water treatment, treated water transmission, storage reservoirs and distribution networks. The project area covers 350 km2 and the water demand of the area is estimated as 93 MLD. The source is at Pazhassi Barrage at Valapattanam River at Kuiloor and the method of extraction is by intake well. The raw water is boosted through steel pipe of 1100 mm diameter for a length of 11 km, to the Treatment Plant. The capacity of the Treatment Plant located at Peruvalathuparamba is 93 millions liters per day. PATTUVAM SCHEME
  • 7. Pattuvam Scheme Packages Package Description Contractor Cost Ind Rs Million Cost USD Million 1 Intake, Raw Water Main, WTP Kiriloskar Brothers, Pune 1,109 28 2 Transmission Main & Associated Work SPML, Bangalore 1,219 27 3 Distribution Systems KRKCPL, Hydarbard 650 17 4 Service Reservoirs IVRCL, Hydrabard 395 8 Overall 3,349 80
  • 8. PROJECT MANAGEMENT The Client, Kerala Water Authority has appointed Tokyo Engineering Consultants Co Ltd (TEC) as the leading consultant – The Engineer – to implement the project. The Pattuvam Scheme is led by highly experienced Senior Resident Engineer (SRE), Chandra Dissanayake who acts as Engineer’s Representative. He is supported by a project team of 36 personnel including four experienced Site Engineers. The SRE is responsible for managing the day-to-day work of the project:  Construction supervision, project management, progress monitoring and reporting, quality control, verification of contractor’s invoices etc.  Lead the construction supervision team set for the package.  Liaison with the Consultant’s main office (Project Manager), Contractors and Client for the performance of the assigned contract package.
  • 9. Site Engineer Package 1 Site Engineer Package 1 Site Engineer Package 2 Site Engineer Package 2 Site Engineer Package 3 Site Engineer Package 3 Site Engineer Package 4 Site Engineer Package 4 Junior Inspectors 4 Junior Inspectors 4 Senior Inspector Senior Inspector Junior Inspectors 4 Junior Inspectors 4 Senior Inspector Senior Inspector Junior Inspectors 4 Junior Inspectors 4 Senior Inspector Senior Inspector Junior Inspectors 4 Junior Inspectors 4 Senior Inspector Senior Inspector Admin & Support Staff Office Manager Computer Assistant – 2 Nos Office Assistant – 2 Nos Office Attendant– 2 Nos Drivers – 5 Nos Admin & Support Staff Office Manager Computer Assistant – 2 Nos Office Assistant – 2 Nos Office Attendant– 2 Nos Drivers – 5 Nos Senior Resident Engineer Chandra Dissanayake Senior Resident Engineer Chandra Dissanayake Project Management Structure Tokyo Engineering Consultants Co., Ltd. Japan
  • 10. Project Highlights • About 1,000,000 cubic meters of earthwork; 720 kilometres of pipelines; 25,000 cubic meters of concrete and 2000 tonnes of steel. Total project value is USD80 Million. • The project is unique in its nature and complexities, characterised by its spread across a large area. In view of the massiveness of the project and the complexities in the nature of the work components, it is a challenge and however essential and important for the Senior Resident Engineer to put in place a comprehensive project management, supervision, quality assurance and control during the implementation. • The Project is being executed following a fast track approach.
  • 11. Pattuvam Scheme ST1 ST2 SHT FILTER FH WW H OHT CB KoonamT ank I KoonamT ank II CWT CCT P3 P2 P1 P4 C F 1200 dia MS pipe 22km INTAKE TRANSMISSION MAIN 80 km DISTRIBUTION SYSTEM SERVICE RESERVOIRS SL PB 1PB 2 1100 dia MS pipe 22km 630 Km pipelines WTP 93 MLD Pazhassi Dam A Serve for population of 530,000 Reservoir Capacity - 27 ML
  • 12. Package 1 Component Details Intake Pump-well, Intake-well, Connecting pipeline & Buildings Raw Water Main (supply & laying) 11 km 1118 mm dia MS Pipeline WTP Various treatment structures & staff buildings
  • 13. Intake Intake well & intake house Foot bridge Pump well & pump house Conduits for intake Raw water pumps, surge vessel & piping Staff housing Sub station for intake
  • 15. SRE’s Instruction on building coffer dam around Intake in late 2007
  • 16. Senior Resident Engineer discusses with Hon Minister for Water Resources on Construction Program of Intake in early 2008
  • 18. Intake site on January 2010
  • 19. Raw Water Pumping Main 11 km long mild steel pipeline from Intake to Water Treatment Plant
  • 20. Pipe-bridge on raw water pipeline
  • 22. Water treatment Plant Structures Structure Name Raw water Inlet/Cascade Aerator & Magnetic flow meter chamber Lamella Clarifiers& Flocculators Rapid Gravity Sand Filters Filter control building Used wash water holding tank Chlorine contact tank & Treated Water Reservoir Treated water pumping station Balancing reservoir Chemical Building Chlorine building Sludge balancing tank & pump house MCC Sludge Thickener Sludge Lagoons Roads, Compound, Landscaping Staff housing
  • 23. Water treatment plant site on January 2007
  • 24. Water treatment plant on February 2010
  • 25. SRE with Team Leader, Site Engineer and Construction Manager
  • 27. SRE with Senior Inspector on Balancing Reservoir
  • 30. EOT Crane at pump-station
  • 31. Electrical panels in pump-station
  • 33. Vintage point – From the roof top of the balancing reservoir
  • 35. Package 2 Transmission Main & Associated Work From the Clear Water Reservoir at the WTP the water flows by gravity to the Master Balancing Reservoir at Koonam from where it flows to 7 zonal reservoirs and through 2 booster pumping stations to 5 zonal reservoirs. The total length of transmission main is 82 km.
  • 36. Package 2 Description Quantity MS pipeline 25km DI pipeline 50km uPVC & PE pipeline 6km Pipe bridges 4nos Buildings & Associated Works
  • 37. KOONAM MBR W.T.P. + BPT Paddy field-below ground pipes VALAKAI RIVER POOMANGALAM RIVER MS PIPESTWTM- TALIPARAMBA-IRIKKUR KSTP ROAD MS 1219mm OD MS 1118mm&1067mm OD MALPPATTAM SREEKANDAPURAM IRIKKUR MALAPPATTAM ROAD POKKUNDU CHENGALAI RIVER CHENGALAI BRIDGE VALAKAI BRIDGE 1 0 2 7 5 4 3 9 8 6 10 11 12 13 1415 16 17 18 19 20 21 POOMANGALAM BRIDGE MS PIPE LAID FSL-158.80 MWL-138.90 LWL-150.90 LWL-135.00 PACKAGE II- 25.1 Length(KM) Laid(KM) 24.07 KANJIRANGADU JN. . 13m13m 18.20m 19.30m 24.00m24.00m24.00m Gap 1 WTP- KSTP Road Gap 2 Test gap Gap 3 KSTP-Kaniyar vayal road crossing Test gap Gap 4 Gap 5 PKM College Road crossing + above ground Gap 6 Chengalai bridge Gap 7 Cherankunnu-Narikkal breaking Gap 8 KSTP Road+ Valakkai road crossing Gap 9 Above Ground + Below ground Valakkai Gap 10 74.4m on hold due to the dispute at Pokkundu Gap 11 Koonam MBR Inlet Gap 12 Above grounfd- Below ground Poomangalam Bridge Stream On pedestals Below ground 119m 486m Gap 9 89 AG 82 BG 40m Gap 5 96m 22m 21m WTP to Koonam MBR Koonam to Kanjirangad Total Balance(KM) 4.4 20.7 4.33 19.74 0.96 0.1 1.03
  • 38. KALLIASSERI MBR + OHSR KARAKUNNU OHSR KANNOM OHSR KUZHICHAL OHSR KARAKKUNDU OHSR FROM KOONAM MBR NADUKANI BPT + OHSR MADAKKADU GLSR ODUVALLITHATTU OHSR MADAMTHATTU OHSR ADIIKKAMPARA OHSR KANJIRANGAD OHSR s KARIKKAPPARA OHSR KANJIRANGAD BPS s DI,uPVC &PE PIPESTWTM-PACKAGE II- CHAPPARAPPADAV BRIDGE DHARMASALA MANNA JN. INDEX PIPE LAID TALIPARAMBA-IRIKKUR KSTP ROAD TALIPARAMBA-COORGE ROAD KUPPAM RIVER UNDER WATER CROSSING 1 2 DI uPVC 50.34 PE3 Sl No. Pipe Length (Km) 3.94 2.91 Laid (Km) 44.38 2.34 2.53 13m 21.433m 21.433m 21.433m KUPPAM JN. Balance (Km) 5.96 1.60 0.38 1 2 3 4 5 6 7 8 9 10 11 1213 14 15 16 17 18 19 20 21 22 23 24 2526 27 28 29
  • 40. MS Pipeline Laying along Highway
  • 42. Pipeline on pedestal at Valakkai
  • 45. Package 3 The project area has been divided in to 21 major distribution zones to be served by 1 Master Balancing Reservoir (MBR) and 12 zonal reservoirs. The total length of distribution network is 625 km. – DI pipeline of 150-500mm dia 56 km – uPVC pipes of 75-280mm dia 428 km. – PE pipes 90 &110mm dia 139km
  • 46. Laying distribution pipeline (PE) on countryside
  • 47. Special Machinery for hard latraite excavation in trenches
  • 48. Special Machinery – smaller versions for narrow rural roads
  • 50. Package 4 From Master Balancing Reservoir at Koonam water flows to 7 zonal reservoirs and through 2 booster pumping stations to 5 zonal reservoirs. – Over Head Service Reservoirs 12 – Ground Level Service Reservoirs 1
  • 51. Package 4 Reservoirs Koonam (Tank I) – 3.18ML Koonam (Tank II) – 2.62ML Kanjirangadu – 0.59ML Karikkapara – 0.92ML Kalliasseri – 3.78ML Kuzhichal – 2.75ML Adikampara – 4.18ML Oduvallithattu – 0.26ML Nadukani – 1.17ML Madamthatta – 1.18ML Karakundu – 1.95ML Karakunnu – 3.33ML Kannom – 0.91ML Madakkadu – 0.26ML Administrative Buildings Staff Quarters
  • 52. Koonam Twin Reservoirs Capacity: 6 ML Height from the ground: More than 20m
  • 56. END