HOME
PROJECT
AMANDIT
BATANG ANGKOLA
BAJULMATI
BATANG BATAHAN
BATANG TONGAR
JABUNG
KARAU
LAKITAN
LANANG
LEMAH ABANG
LEUWI GOONG
LODAN
MUKO MUKO
OKAK
PANTI RAO
SAPON
SIMODONG
WAY CURUP
WAY RAREM
Jl. Sultan Hassanudin No. 45 Kebayoran Baru
Jakarta Selatan Ph : 62 251
72796081 e-mail : ptsl2@cbn.net.id
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A. Project Description
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Item |
Description |
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1.
Name of Project |
Okak
Irrigation Sub-Project |
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2.
Location |
(1)
General Layout is shown in Figure A-1.
(2)
Project Location and Administration
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Province : Riau
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District : Rokan Hulu
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Sub-district : Rambah Samo
164 km from city of Pekanbaru |
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3.
Objective |
(1)
To enhance rice production through water resources development
(2)
To increase the income of inhabitants in and around the project
area
(3)
To raise the farmers living standard
(4)
To increase employment opportunity in the area
(5)
To contribute to the development of the rural socio-economic
conditions |
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4. Type of Development |
New development:
(1)
Construction of 2 weirs and head works.
(2)
Construction of main irrigation system and tertiary systems |
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5. Irrigation Development Area |
(1)
Whole project area : 1,000 ha
(2)
Target area under PTSL-II : 1,000 ha |
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6. Water Supply and Water Requirement |
(1)
Water source: Dua River and Limau River
(2)
Available water supply: as shown in Table A-1
(3)
Irrigation water requirement: as shown in table A-2
(4)
Diversion water requirement: 1.72 l/sec/ha |
B. Contribution of the
Project to Water Resources/Irrigation Development
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Item |
Description |
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1. Necessity of the project |
Entering the 1990s the self-sufficiency of rice in Indonesia is facing a
crisis. Rice production is quite abnormal and irregular compared with
the 1980s. The average unit yield of rice stands stationary in the
1990s. The expansion of irrigation area lost momentum in the 1990s, and
the rice import resumed from 1994. Under such situation, the Government
has adopted a policy of food security and sustenance of self-sufficiency
in rice production.
The crop
intensity of paddy fields in Indonesia is as low as 119% that indicates
a possibility to expand the harvested area and thereby to increase the
rice production through the irrigation development. In 1999, there was
about 2.1 million ha of rain-fed paddy fields and 1.17 million ha of
upland paddy fields in Indonesia, for which the irrigated agriculture
can be efficiently introduced without major problems such as
transmigration, large-scale land development, social infrastructures,
etc.
In order to promote the food security and sustenance of self-sufficiency
in rice production, the Government is keen to implement the irrigation
development being effective for rice production, quick yielding and cost
effective
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2. Beneficiary Area |
The socio-economic condition of the people in the project area is at the
subsistence level due to the limited income from agricultural
activities. The basic development constraint is the lack of irrigation
water. The present condition is as shown below.
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Cropping Pattern : Paddy/polowijo-paddy
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Cropping intensity : 56%
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Unit Yield (ton/ha) : 2.75 t/ha of paddy
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Cultivated area : 482 ha
The irrigation benefit of the project is primarily derived from the
increased crop production attributable to a stable irrigation water
supply and an optimum input.
The construction of weirs, irrigation systems and drainage facilities
including tertiary system will be carry out under PTSL-II.
With the project implementation, the principal benefit of the project is
as follows:
·
Increase of unit yield of crop by changing from rainfed
agricultural land to irrigated land |
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C. Project Area
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1. Water resources |
The irrigation water for Okak sub-project is taken from the Dua River
and from the Limau River having a total catchment area of 92.4 km2
at the proposed two weirs sites..
The average, the maximum, and the minimum (10 days basis) discharge of
the two rivers are estimated to be 2.84 m3/sec, 10.81 m3/sec,
and 0.44 m3/sec, respectively.
The river discharge is sufficient for the whole Okak Irrigation area of
1,000 ha with a cropping pattern of paddy (100%) in the rainy season and
paddy (50%) and polowijo (50%) in the dry season (total annual cropping
intensity of 200%). |
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2. Land use |
The
present land use in the area:
Irrigated paddy field : - ha
Rain-fed paddy field : 482 ha
Rubber plantation : 305 ha
Bush
and grassland : 213 ha
The rubber plantations are owned by local farmers. The farmers are keen
in the conversion of rubber plantation of 305 ha into paddy field. |
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3. Institutional set-up |
There is no
water users association in the sub-project area because no irrigation
water supply is made so far.
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4. Environmental issues |
·
Type of development is new therefore countermeasures for
land acquisition are needed for construction of the weirs, main canal,
and secondary canals.
·
The area in which the development works are to be carried
out is already used for agriculture in the form of rain-fed paddy field,
rubber plantation or grassland. Therefore the existing flora and fauna
have been well adapted to the existing agricultural system.
·
Based on strong requests from local farmers for preventing
public facilities from being inundated, the weir crest is lowered. In
order to minimize the inundation area in the upstream of the weir, the
weir crest needs to be lowered therefore the weir crest shall be 4.0 m
lower than the original crest.
·
There is no major negative environmental impact because
there will be no major change in the appearance of landscape, no
disturbance on natural habitats, and no loss on historical, cultural and
religious sites. |
D. Project Scope
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Item |
Scope of Work |
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1. |
Construction of weirs and head works |
2 nos. |
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2. |
Main Irrigation Canal System |
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(1) Construction of main irrigation canal |
8.3 km |
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(2) Construction of secondary irrigation canal |
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Karya Mukti secondary canal |
7.3 km |
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Karya Mulya secondary canal
Pasir Makmur I secondary canal
Pasir Makmur II secondary canal |
5.6 km
1.2 km
1.6 km |
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(3) Construction of irrigation canal related structures |
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Measuring structure |
2 nos. |
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Division structure |
2 nos. |
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Off-take structure |
17 nos. |
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Check structure |
11 nos. |
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End-check and waste way |
2 nos. |
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Side spillway |
3 nos. |
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Irrigation culvert |
26 nos. |
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Drain chute |
8 nos. |
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Drainage culvert |
35 nos. |
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Aqueduct |
1 nos. |
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Foot bridge |
7 nos. |
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Outlet |
1 nos. |
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3. |
On-farm System |
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(1) Tertiary system |
290 ha |
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(2) Land Development including tertiary system |
710 ha |
E. Implementation Schedule
The implementation
schedule of the project is presented as follows:


(1) The civil
work of the main irrigation system will commence in October 2004 and be
completed in September 2006 for a construction period of 24 months.
(2) The civil
work of the tertiary system and land development will commence in April 2005
and be completed in September 2006 for a construction period of 18 months.
F. Organization and
Management Structure
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Item |
Description |
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1. Executing Agency |
Directorate General of Water Resources, Ministry of Settlement and
Regional Infrastructure |
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2. Implementation Management |
Implementation of Okak Irrigation Sub-project is managed by the
sub-project manager of Okak Irrigation Sub-project. |
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3. Monitoring and Management |
·
At the sub-project level, the sub-project manager will
monitor and control physical and financial progress of the project work
under the guidance of the Riau Irrigation and Swamp Project Manager and
the Chief of Provincial Water Resources Services.
·
At the central level, Directorate of Water Resources in
Western Region (DWRW) is responsible for monitoring the progress of the
project. DWRW will report the progress to Directorate of Technical
Guidance (DTG).
·
DTG will compile the information together with other
sub-projects information to prepare the progress report to JBIC.
The
organization and management structure of the project implementation is
as per attached in Figure G-1. |
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4. Payment Procedure and Monitoring of Financial Progress |
·
Direct payment is applied to the civil work contractors.
·
Any payment will be processed with the confirmation of the
contents of invoices by the PTSL-II consultant.
The
flow chart of payment and monitoring procedure for financial progress is
as per attached in Figure G-2. |
II. Organization of Operation
and Maintenance
Appropriate operation and maintenance activities by Water Users’
Associations will be incorporated in O&M of the project through the
formation and empowerment of the WUAs on the basis of the Government
Regulation of Irrigation Turnover (PKPI). |
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