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 |
|
1.
Name of Project |
Lemah Abang Irrigation Sub-Project |
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2.
Location |
(1)
General Layout is shown in Figure A-1.
(2)
Project Location and Administration
·
Province : West Java
·
District : Bekasi
·
Sub-district : Cikarang Timur, Cikarang Utara, Karang
Bahagia, and Suka Karya
50 km southeast of Greater Jakarta. |
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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 |
(1)
Rehabilitation of irrigation and drainage systems
This project is a part of the command area of Jatiluhur Irrigation
Project.
This project was selected as a model project for proportional water
distribution. |
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5. Irrigation Development Area |
(1)
Whole project area : 3,547 ha
(2)
Target area under PTSL-II : 3,547 ha |
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6. Water Supply and Water Requirement |
(1)
Water source: West Tarum main canal through the Cilemah Abang
River. The irrigation water is taken from the existing Lemah Abang
Barrage constructed in the Cilemah Abang River.
(2)
Available water supply: as shown in Table A-1
(3)
Irrigation water requirement: as shown in table A-2
(4)
Design unit water requirement: 1.53 l/sec/ha. |
B.
Contribution of the Project to Water Resources/Irrigation
Development
|
Item |
Description |
|
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 |
Most of the project area is served with the irrigation facilities, but
due to the deterioration and damages of the existing irrigation and
drainage facilities inclusive of on-farm system, even distributed
irrigation water is not attained. Especially at the tail end of each
canal system, water shortage occurs. The basic development constraint is
the damages of irrigation and drainage facilities, and the lack of
efficient water management system.
·
Irrigated paddy field: 3,547 ha
·
Upland: - ha
With
the project implementation, the principal benefit of the project is as
follows:
·
Increase of unit yield of crop by introducing the stable
water supply system. |
C. Project Area
|
1. Water resources |
The irrigation water for Lemah Abang sub-project is supplied by West
Tarum Main Canal through the Cilemah Abang river crossing at BTB 29 (No.
29 diversion) of the said main canal, and the water is then caught by
the Lemah Abang Barrage which was constructed in 1993.
Clarification and confirmation regarding the discharge supplied from
Jatiluhur Dam was carried out and Jasa Tirta–II has confirmed the
required irrigation demand with the maximum rate of 3.95 m3/s
from BTB 30A. |
|
2. Land use |
The
present land use is as shown below.
·
Irrigated paddy field: 3,547 ha
·
Rain-fed paddy field: - ha
Result of site visits has revealed that most of farmers are keen to
increase the living standard, therefore canal rehabilitation is required
to provide a reliable and a continuous supply of irrigation water. |
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3. Institutional set-up |
West Java provincial government has commenced the formation of WUAs.
There are 4 WUAs that were established based on new government
regulations therefore during implementation stage of this sub-project
the formation of WUAs shall be implemented because a continuous supply
of water will be provided. |
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4. Environmental issues |
·
The construction work for Lemah Abang sub-project area has
been completed once in 1979 therefore no countermeasures plan is
required for land acquisition.
·
The area in which the works are to be carried out is one
that is already used for agriculture. The area is therefore one in which
the flora and fauna has adapted well to a managed agricultural system.
·
There is no major negative environmental impact because
there will be no major change in the appearance of the landscape, no
disturbance on the existing 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. |
Main Irrigation Canal System |
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(1) Rehabilitation of existing secondary
canals |
|
|
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Sukatani secondary canal |
14.50 km |
|
|
Galongggong secondary canal |
6.33 km |
|
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Kahuripan secondary canal |
4.15 km |
|
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Kobaklompong secondary canal |
3.18 km |
|
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Lemah Abang secondary canal |
4.01 km |
|
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Kalenderwak secondary canal |
4.65 km |
|
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(2) Construction of secondary irrigation
canal |
|
|
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Kalenderwak secondary canal |
0.59 km |
|
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(3) Rehabilitation of irrigation canal
related structures |
|
|
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Intake structure |
2 nos. |
|
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Off-take/diversion structure |
56 nos. |
|
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Measuring structure |
- nos. |
|
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Culvert |
16 nos. |
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Bridge |
4 nos. |
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Aqueduct |
- nos. |
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Cross drain/Drain Culvert |
19 nos. |
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Drop |
- no. |
|
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Foot bridge |
7 nos. |
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Washing step |
2 nos. |
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Waste way/Spillway |
7 nos. |
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Outlet |
1 nos. |
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2. |
Drainage Canal System |
|
|
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(1) Rehabilitation of secondary drainage
canals (8
canals) |
35 km |
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(2) Rehabilitation of drainage canal related structures |
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|
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Bridge |
- nos. |
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Culvert |
- nos. |
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Drain inlet |
- nos. |
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Foot bridge |
- nos. |
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Drop structure |
- nos. |
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3. |
On-farm System |
|
|
|
(1) Rehabilitation of tertiary canal system |
3,547 ha |
After review and finalization
of the existing design, the following project works were increased from the
original scope:
(1)
Canal Lining
The joint
walkthrough with the beneficiaries, project office staff and PTSL-II
Consultant was conducted to grasp the actual required improvement of
existing irrigation and drainage facilities. The project scope was confirmed
on the basis of the joint walkthrough resulting in the increase of canal
lining.
(2)
Tertiary Canal
The
tertiary canals, which have been constructed about 20 years ago, are heavily
damaged and do not function well. The tertiary canal improvement for 3,547
ha is newly required.
(3)
Drainage Canal
Due to
insufficient water supply, farmers attempted the water diversion from
drainage canals by constructing temporary closures which resulted in the
damaged drainage system and sedimentation in the drainage canals. The
improvement of drainage canals of 35 km is newly required.
E.
Implementation Schedule
The implementation
schedule of the project is presented as follows:


(1) The civil
work of the main irrigation systems will commence in January 2004 and be
completed in July 2006 for a construction period of 30 months.
(2) The civil
work of the drainage canal improvement/tertiary system will commence in
March 2005 and be completed in February 2007 for a construction period of 24
months.
F.
Organization and Management Structure
|
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 Lemah Abang Irrigation Sub-project is managed by the
sub-project manager of Lemah Abang Irrigation Sub-project/Bag-Pro
Wilayah Jatiluhur Barat. |
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3. Monitoring and Management |
·
At the sub-project level, the sub-project manager will
monitor and control physical and financial control of the project work
under the guidance of the West Java Irrigation Project Manager and the
Chief of Provincial Water Resources Services.
·
At the central level, Directorate of Water Resources in
Central Region (DWRC) is responsible for monitoring the progress of the
project. DWRC 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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