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
|
|
A. Project Description
|
Item |
Description |
|
1.
Name of Project |
Way
Curup Irrigation Sub-Project |
|
2.
Location |
(1)
General Layout is shown in Figure A-1.
(2)
Project Location and Administration
·
Province : Lampung
·
District : Lampung Timur
·
Sub-district : Labuhan Maringgai, and Way Jepara
130 km east of Bandar Lampung city. |
|
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 |
|
4. Type of Development |
(1)
Rehabilitation of irrigation and drainage systems including
floodway
The intake and upstream irrigation canals: already constructed |
|
5. Irrigation Development Area |
(1)
Whole project area : 4,706 ha
(2)
Target area under PTSL-II :
2,167 ha |
|
6. Water Supply and Water Requirement |
(1)
Water source: Kemuning Lake through existing Left Main Canal
(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: 1.23 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
|
|
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 land use is as shown below.
·
Rainfed paddy field: 2,167 ha
·
Upland: - ha
The Way Curup Irrigation Sub-project area is a downstream part of left
main canal command of Way Curup Irrigation Project. The right main
canal command and the upstream of the left main canal command are
irrigated from the project canal system. However in the Way Curup
Irrigation Sub-project area, the irrigation is not provided because of
insufficient canal conditions. The rehabilitation/ improvement of the
existing irrigation and drainage facilities including tertiary system
will be executed 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 |
C. Project Area
|
1. Water resources |
The irrigation water for Way Curup
sub-project is taken from Kemuning Lake supplied through the existing
left main canal. Kemuning Lake supplies water to the right and left
main canals.
The average discharge, the maximum, and the
minimum (10 days basis) of Kemuning Lake are estimated to be 7.00
m3/sec, 8.31 m3/sec,
and 5.73
m3/sec, respectively.
The river discharge is sufficient for the
whole Way Curup Irrigation area of 4,706 ha with a cropping pattern of
paddy (100 %) in the rainy season and paddy (50%) + palawija (50%) in
the dry season (total annual cropping intensity of 200%).
|
|
2. Land use |
The present land use is as shown below.
·
Irrigated paddy field: - ha
·
Rain-fed paddy field: 2,167 ha
Irrigation is not provided because of
insufficient conditions of irrigation facilities. Tertiary system once
constructed is not used, and mostly is damaged. The rehabilitation of
the tertiary system for 2,167 ha is required.
All the sub-project area is already the rainfed
farmland, so there is no need of land development. About 50 % of the
Sub-project area are cultivated with paddy under rainfed condition.
Major parts of the sub-project area are
confronted with ill-drainage problems. Therefore, drainage improvement
is included in the scope of the project works. |
|
3. Institutional set-up |
There is no water users association in the
sub-project area because no irrigation water supply is made so far.
|
|
4. Environmental issues |
·
The construction work for Way
Curup was completed in 1995 therefore no countermeasures for land
acquisition are needed, except for the main canal rehabilitation work.
·
The area in which the
rehabilitation works are to be carried out is already rain-fed paddy
field therefore the existing flora and fauna have been well adapted to
the existing agricultural system.
·
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
|
|
Item |
Scope of Work |
|
1. |
Main Irrigation Canal System |
|
|
|
(1) Rehabilitation of main irrigation canal |
2.34 km |
|
|
(2) Rehabilitation of secondary irrigation canal |
|
|
|
Secondary canal C |
1.58 km |
|
|
Secondary canal D |
4.66 km |
|
|
Secondary canal E |
1.01 km |
|
|
Secondary canal G |
2.15 km |
|
|
Secondary canal H |
2.00 km |
|
|
Secondary canal I |
1.20 km |
|
|
Secondary canal J |
1.50 km |
|
|
Secondary canal K |
0.71 km |
|
|
Secondary canal M |
5.28 km |
|
|
Secondary canal N |
3.2 km |
|
|
Secondary canal O |
2.60 km |
|
|
Secondary canal P |
0.67 km |
|
|
(3) Rehabilitation of irrigation canal related structures |
|
|
|
Off-take/diversion structure |
40 nos. |
|
|
Measuring structure |
- nos. |
|
|
Culvert |
31 nos. |
|
|
Bridge |
24 nos. |
|
|
Aqueduct |
- nos. |
|
|
Cross drain |
- nos. |
|
|
Drop |
1 nos. |
|
|
Foot bridge |
- nos. |
|
|
Washing step |
- nos. |
|
2. |
Drainage Canal System |
|
|
|
(1) Rehabilitation of floodway |
4.91 km |
|
|
(2) Rehabilitation of drainage canals (17 nos.) |
21.38 km |
|
|
(3) Rehabilitation of drainage canal related structures |
km |
|
|
Bridge |
- nos. |
|
|
Culvert |
6 nos. |
|
|
Drain inlet |
15 nos. |
|
|
Foot bridge |
- nos. |
|
|
Drop structure |
1 nos. |
|
3. |
On-farm System |
|
|
|
(1) Rehabilitation of tertiary canal system |
2,167 ha |
After review of the as-built
drawings and filed investigation, the following project works were increased
from the original:
(1) Improvement of Main
Canal
The
upstream part of the main canal in this sub-project area for about 2 km is
under the insufficient condition therefore the water supply is not carried
to the sub-project. The improvement works are additionally required.
(2) Increase of
Tertiary Canal Improvement Area
Due to
insufficient O&M of tertiary canals, most of the tertiary canals are
damaged. Therefore the tertiary canal improvement area is increased to 2,167
ha from the original improvement area of 1,500 ha.
(3) Increase of
secondary canal improvement
Based on
the joint walkthrough with the beneficiary farmers, the project office staff
and the Consultant, the improvement of secondary canal was increased to 26.5
km from the original improvement of 3 km.
E. Implementation Schedule
The implementation
schedule of the project is presented as follows:


(1) The civil
work of the main irrigation and drainage systems will commence in July 2004
and be completed in December 2006 for a construction period of 30 months.
(2) The civil
work of the tertiary system will commence in March 2005 and be completed in
October 2006 for a construction period of 20 months.
F. Organization and
Management Structure
|
Item |
Description |
|
1. Executing Agency |
Directorate General of Water Resources, Ministry of Settlement and
Regional Infrastructure |
|
2. Implementation Management |
Implementation of Way Curup Irrigation Sub-project is managed by the
sub-project manager of Way Curup Irrigation Sub-project/Bag-Pro
Wilayah III, Proyek Irigasi Rawa Andalan Lampung. |
|
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 Lampung Irrigation 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. |
|
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). |
|
|