Selasa. 16 April 2024 - 09:50:20 AM
BERITA & PENGUMUMAN

 

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Mesyuarat Ketua-Ketua Cawangan dan Jurutera Daerah Bil.1/2024 dan Bengkel Goal Setting 2024
JPS Sabah
14-17 Januari 2024
Kundasang, Ranau

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Majlis Pecah Tanah Projek Kerja-Kerja Pertahanan Tebing

Sungai Tuaran di Pekan Tuaran

25 Januari 2024

Tuaran

 

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Tarikh Kemaskini: 20 Mar 2024

No

Description

Unit

 

1

Name of Scheme

-

Penampang Irrigation Scheme

2

Year Completed

-

NA

3

Project Function

-

Irrigation

4

Capital Cost

RM

NA

5

Brief Description of Scheme

-

This scheme is situated in the West Coast of Sabah, district of Penampang. This scheme covers an area of 520 Ha. Water from the Moyog River is pumped by 3 sets of pumps each having a capacity of 850 liters/sec. Double cropping is practiced by farmers.

6

Project Area

Ha

520

7

Average Annual Rainfall

mm

198.77

8

Soil Type

-

Sandy clay loam

9

Number of Household

-

433

10

Average Family Size

-

5

11

Estimated Population

-

2165

12

Average Holding size

Ha

1

13

Main Season

Month

July

14

Off Season

Month

Feb

15

Yield for Main Season

t/ha

5-6

16

Yield for Off Season

t/ha

3-5

17

Cropping Intensity for Main Season

%

80

18

Cropping Intensity for Off Season

%

65

19

Planting method

-

Broadcast

20

Mechanisation: Land Preparation

%

100

21

Mechanisation: Harvesting

%

100

22

Paddy Variety Planted

-

MR159, TR7

23

Water Source

-

Sg. Moyog

24

Irrigation method

-

Pump

a

Total number of pumps in Main Station

nos

3

b

Capacity per pump

l/sec

850

25

Irrigation Area

Ha

520

26

Earth canal Length

m

-

27

Lined canal Length

m

10,526

28

Drain Length

m

1,677

29

Farm Road Length

m

6,083

30

Pipe Length

m

-

31

Canal Density

m/ha

20.2

32

Drain Density

m/ha

3.3

33

Farm Road Density

m/ha

11.7

34

Pipe Density

m/ha

-

35

Structure Details

 

 

 

a. Foot Bridge

nos

1

 

b. Tractor Bridge

nos

4

 

c. Junction Box

nos

0

 

d. Headwork

nos

3

 

e. Offtake

nos

3

 

f. Drop Structure (ICD)

nos

8

 

g. End Control

nos

4

 

h. Irrigation control Structure

nos

0

 

i. Syphone

nos

4

 

j. Road culvert / Drainage culvert

nos

0

 

k. Pipe flume/Chute/Pipe Drop

nos

5/0/0

36

Average O&M cost/annum

RM

150,000.00

 

MSC Malaysia Sabah Government Mampu MY Government 1 Malaysia Jabatan Perdana Menter Pemandu myeg
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