NAME: BELARMINO, KAYE V.
Weekly Report 1
February 17-22, 2025
LAND PREPARATION
Our On Job Training was began on February 17, 2025. For this training period,
we have been assigned to work under the supervision of Sir Joey Seno. He is the in
charge of managing and overseeing the Land Preparation Operation.
DAY 1:
Erase Canal or Cover Canal
Covering the canal guarantees a level, smooth field surface, which facilitates
soil tilling. Long-term profitability is lowered as a result of the inefficiencies
brought on by uneven land being addressed with money that could be utilized
for improved crop care and land management.
Manpower: 2 excavator per hectare and 2 operator per hectare
Duration: 40 hours per hectare
Cost per hectare: 101,200 pesos
Quantity Cost Total cost
Machine 2 machines 1,100 pesos/hour 2,200 pesos/hour
(Excavator) (Company)
Operator 2 persons 165 pesos or 330 pesos/hour
15% per hour
��������: 1,100 � 15% = 165 ��� ℎ��� � 2 ������� = 330 �����/ℎ�
330 � 40 ℎ�� = 13,200 �����/ℎ�
�������: 1,100 ��� ℎ��� � 2 ������� = 2,200 �����/ℎ�
����� �����
2,200 � 40 ℎ�� = 88,000 − 13,200 ����� = 74,800
ℎ� ℎ�
����� ����: ��, ��� ������� + ��, ��� �������� = ��, ��� ��� ��
DAY 2:
Dolomite application
– the purpose of dolomite application is to increase the pH level in the soil to
achieve the desirable pH.
Manpower: 1 person per 20 bags of dolomite
Recommended Rate: 1,000 kg/ha
Duration: 8 hours
NAME: BELARMINO, KAYE V.
Cost per hectare: 24,446 pesos
Quantity Cost
Dolomite applicator 1 person 446 per day
Dolomite (50kg) 20 bags/ha 1,200 per bags
1,000 ��/ℎ� ÷ 50 ��/��� = 20 ����/������
��������: 20 ����/ℎ� � 1,200 �����/���� = ��, ��� �����/��
����������: 446 �����/��� � 1 ������ = ��� �����
����� ����: ��, ��� �������� + ��� ���������� = ��, ��� �����/��
Ripping: 1st pass, and 2nd pass
The purpose of ripping is to break the physical and chemical hardpan of soil for
internal drainage
Manpower: 1 machine per hectare and 1 operator per machine
Duration: 4 - 5 hours per hectare
Cost per hectare: 30,000 pesos
1st pass
Quantity Cost
Machine (Bulldozer) 1 machine (Contractual) 16,000 pesos per hectare
Operator 1 person 1,920 per hectare
2nd pass
Quantity Cost
Machine (Bulldozer) 1 machine (Contractual) 14, 000 pesos per hectare
Operator 1 person 1,680 per hectare
�������� (��� ����): 16,000 � 12% = 1,920 �����/ℎ�
������� ��� ���� = 16,000 �����/ℎ� − 1,920 �����/ℎ� = ��, ��� �����/��
�������� (��� ����): 14,000 � 12% = 1,680 �����/ℎ�
������� ��� ���� = 14,000 �����/ℎ� − 1,680 �����/ℎ� = ��, ��� �����/��
����� ���� (��������): 1,920 + 1,680 = �, ��� �����/��
����� ���� ������� : 14,080 + 12,320 = ��, ��� �����/��
����� ����: ��, ��� ������� + �, ��� �������� = ��, ��� �����/��
Bed forming:
To raise the bed
Manpower: 1 machine per hectare and 1 operator per machine
Duration: 2 - 3 hours per hectare
Cost per hectare: 15,006 pesos
Quantity Cost
Machine (Tractor) 1 machine (Company) 14,560 pesos per hectare
NAME: BELARMINO, KAYE V.
Operator 1 person 446 per day
�������: ���� 280� � 52.00/� = ��, ��� ��� �������
��������: 446 �����/��� � 1 ������ = ��� �����
����� ����: ��, ��� ������� + ��� �������� = ��, ��� �����/��
DAY 3:
Knockdown:
To uproot the pineapple
Manpower: 1 machine per hectare and 1 operator per machine
Duration: 2 - 3 hours per hectare
Cost per hectare: 30,012 pesos
1st pass
Quantity Cost
Machine (Tractor) 1 machine (Company) 14,560 pesos per hectare
Operator 1 person 446 per day
2nd pass
Quantity Cost
Machine (Tractor) 1 machine (Company) 14,560 per hectare
Operator 1 person 446 per day
�������� ��� ���� : 446 � 1 ������ = ��� �����/��
�������: ���� 280� � 52.00/� = 14,560 ��� ℎ������
������� ��� ���� = 15,006 �����/ℎ� − 446 �����/ℎ� = ��, ��� �����/��
�������� ��� ���� : 446 � 1 ������ = ��� �����/��
�������: ���� 280� � 52.00/� = 14,560 ��� ℎ������
������� ��� ���� = 15,006 �����/ℎ� − 446 �����/ℎ� = ��, ��� �����/��
����� ���� �������� : 446 1�� ���� + 446 (2�� ����) = ��� �����/��
����� ���� ������� : 14,560 1�� ���� + 14,560 2�� ���� = ��, ��� �����/��
����� ����: ��, ��� ������� + ��� �������� = ��, ��� �����/��
Shredding:
To fasten the decomposition
Manpower: 1 machine per hectare and 1 operator per machine
Duration: 2 - 3 hours per hectare
Cost per hectare: 17,012 pesos
NAME: BELARMINO, KAYE V.
1st pass
Quantity Cost
Machine (Tractor) 1 machine (Company) 14,560 pesos per hectare
Operator 1 person 446 per day
2nd pass
Quantity Cost
Machine (Tractor) 1 machine (Company) 14,560 per hectare
Operator 1 person 446 per day
�������� ��� ���� : 446 � 1 ������ = ��� �����/��
�������: ���� 155� � 52.00/� = 8,060 ��� ℎ������
������� ��� ���� = 8,506 �����/ℎ� − 446 �����/ℎ� = �, ��� �����/��
�������� ��� ���� : 446 � 1 ������ = ��� �����/��
�������: ���� 155� � 52.00/� = 8,060 ��� ℎ������
������� ��� ���� = 8,506 �����/ℎ� − 446 �����/ℎ� = �, ��� �����/��
����� ���� �������� : 446 1�� ���� + 446 (2�� ����) = ��� �����/��
����� ���� ������� : 8,060 1�� ���� + 8,060 2�� ���� = ��, ��� �����/��
����� ����: ��, ��� ������� + ��� �������� = ��, ��� �����/��
DAY 4 :
Fixing Bed:
To fix the bed and repair the water drainage.
Manpower: 10 persons per hectare
Duration: 8 hours per hectare
Cost per hectare: 8,780 pesos
Quantity Cost
Material 10 Shovel (Company) 432 per person
Operator 10 persons 446 per day
��������: 432 �ℎ���� � 10 ������� = �, ��� ��� �������
��������: 10 ������� � 446 ��� ��� = �, ��� ��� �������
����� ����: �, ��� �������� + �, ��� �������� = �, ��� �����/��
Open Canal:
Tributary – To drain out excess water from the beds or from the block.
1 Tributary = 17 meters
Manpower: 1 machine per hectare and 1 operator per machine
Duration: 4 - 5 hours per hectare
NAME: BELARMINO, KAYE V.
Cost per hectare: 16,830 pesos
Quantity Cost
Machine (Excavator) 1 machine (Contractual) 3740 per hectare
Operator 1 person (12%) 448.8 per hectare
������� ���� : 17 ������ � 22 ����� = 374 ����� ��� ���������
�����
374 � 10 = 3740 ��� ℎ������ − 448.8 = 3291.2 ��� ℎ�
ℎ�
% �������� = 3740 ����� � . 12 = 448.8 ��� ℎ������
����� ���� ��� �� = 3291.2 ����� ��� ℎ� + 448.8 ��� ℎ������ = 3740 ��� ℎ�
Lateral Canals
permanent channels constructed to convey irrigation water from a supply
source to irrigated areas
Lateral Canals = 306.66 meters
Manpower: 1 machine per hectare and 1 operator per machine
Duration: hours per hectare
Cost per hectare:
Quantity Cost
Machine (Excavator) 1 machine (Contractual) 99pesos/ cm3
Operator 1 person
Formula:
cm3= L x W x H where: L= 306.66 m
W= 1 m + 0.4m= 1.4 m /2
= 0.7 m
H= 1 m
Machine: 306.66 m X 0.7 m X 1 m = 214.66 cm3 / ha
214.66 cm3/ha x 99 pesos/cm3= 21,251.54 pesos
Operator: 21,251.54 pesos/ha x 12% = 2,550 pesos
DAY 5:
Gridder:
To make block roads on the area.
NAME: BELARMINO, KAYE V.
Manpower: 1 machine per hectare and 1 operator per machine
Duration: 36 minutes per hectare
Cost per hectare:
Contractual: 6 ha per 10 hours
Quantity Cost
Machine (Tractor) 1 machine (Company) 3,833.33 pesos per
hectare
Operator 1 person 250 pesos per hectare
Rate: 2300 pesos per hour
Driver: 150 per hour
Targeted Duration: 6 hectares for 10 hours
����� ���� ��� ����������: Hourly rate x Total Hours = 2300 pesos x 10 hrs =
23,000 pesos
����� ���� ��� �����r = Hourly rate x Total Hours = 150 pesos per hour x 10 hrs =
1500 pesos
����� ���� ��� ������� 23,000 �����
���� ��� ������� ��� ������� = ����� ��������
= 6 ℎ�������
= 3,833.33 pesos
����� ���� ��� ������ 1500 �����
���� ��� ������� ��� ������ = = = 250 �����
����� �������� 6 ℎ�������
Total Cost per hectare = 23,000 pesos