BERITA & PENGUMUMAN
Tarikh Kemaskini: 20 Mar 2024
|
No
|
Description
|
Unit
|
|
1
|
Name of Scheme
|
-
|
Pitas
|
2
|
Year Completed
|
-
|
1978
|
3
|
Project Function
|
-
|
Irrigation
|
4
|
Capital Cost
|
RM
|
1,931,000.00
|
5
|
Brief Description of Scheme
|
-
|
This scheme is situated in the northern tip of Sabah. It covers an area of 182 Ha. Water from Sg. Kabatasan is pumped by 5 pumps with 1 having a capacity of 566 liters/sec and 4 pumps with a capacity of 85 l/s each. Double cropping is practiced by farmers.
|
6
|
Project Area
|
Ha
|
182
|
7
|
Average Annual Rainfall
|
mm
|
2333
|
8
|
Soil Type
|
-
|
Sandy loam
|
9
|
Number of Household
|
-
|
150
|
10
|
Average Family Size
|
-
|
5
|
11
|
Estimated Population
|
-
|
750
|
12
|
Average Holding size
|
Ha
|
1.2
|
13
|
Main Season
|
Month
|
December - April
|
14
|
Off Season
|
Month
|
June - October
|
15
|
Yield for Main Season
|
t/ha
|
3.9
|
16
|
Yield for Off Season
|
t/ha
|
3.5
|
17
|
Cropping Intensity for Main Season
|
%
|
100
|
18
|
Cropping Intensity for Off Season
|
%
|
80
|
19
|
Planting method
|
-
|
Direct seeding
|
20
|
Mechanisation: Land Preparation
|
%
|
100
|
21
|
Mechanisation: Harvesting
|
%
|
100
|
22
|
Paddy Variety Planted
|
-
|
MR159, TR7
|
23
|
Water Source
|
-
|
Sg. Kabatasan
|
24
|
Irrigation method
|
-
|
Pump
|
a
|
Total number of pumps in Main Station
|
nos
|
5
|
b
|
Capacity per pump
|
l/sec
|
566 l/s - 1 no; 85 l/s - 4 nos
|
25
|
Irrigation Area
|
Ha
|
130
|
26
|
Earth canal Length
|
m
|
-
|
27
|
Lined canal Length
|
m
|
7964
|
28
|
Drain Length
|
m
|
9090
|
29
|
Farm Road Length
|
m
|
2320
|
30
|
Pipe Length
|
m
|
-
|
31
|
Canal Density
|
m/ha
|
61.26
|
32
|
Drain Density
|
m/ha
|
69.92
|
33
|
Farm Road Density
|
m/ha
|
17.85
|
34
|
Pipe Density
|
m/ha
|
|
35
|
Structure Details
|
|
|
|
a. Foot Bridge
|
nos
|
12
|
|
b. Tractor Bridge
|
nos
|
8
|
|
c. Junction Box
|
nos
|
|
|
d. Headwork
|
nos
|
|
|
e. Offtake
|
nos
|
8
|
|
f. Drop Structure (ICD)
|
nos
|
4
|
|
g. End Control
|
nos
|
7
|
|
h. Irrigation control Structure
|
nos
|
|
|
i. Syphone
|
nos
|
|
|
j. Road culvert / Drainage culvert
|
nos
|
|
|
k. Pipe flume/Chute/Pipe Drop
|
nos
|
|
36
|
Average O&M cost/annum
|
RM
|
50,000.00
|
|