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PROPOSED CARDONA ECONOMIC ZONE:A FEASIBILITY STUDY
By:
JOHN PATRICK B. BELENREMZON B. BELMONTE
CASELYN B. EMATAALLEN JAY D. AÑO
October 2012
PROPOSED CARDONA ECONOMIC ZONE:A FEASIBILITY STUDY
An
Undergraduate
Thesis Presented to
The Faculty of College of Industrial Technology
University of Rizal System
Morong, Rizal
In Partial Fulfillment
of the Requirements for the Degree
Bachelor of Technology Major in Drafting Technology
JOHN PATRICK B. BELENREMZON B. BELMONTE
CASELYN B. EMATAALLEN JAY D. AÑO
October 2012
APPROVAL SHEET
This thesis entitled, PROPOSED CARDONA ECONOMIC ZONE, has
been prepared and submitted in partial fulfillment of the requirements for the
degree Bachelor of Technology major in Drafting Technology by John Patrick B.
Belen, Caselyn B. Emata, Remzon B. Belmonte, Allen Jay D. Año, who are
hereby recommended for corresponding oral examination.
October 29, 2011 ANGELIE P. DACUMOS, MAT. Date Adviser
Approved in partial fulfillment of the requirements for the degree Bachelor
of Technology Major in Drafting Technology by the Oral Examination Committee.
ZAMORA P. MEDRANO RONALD M. MARTY, Ed.D. Member Member
RAY C. BALAJADIAChairman
Accepted in partial fulfillment of the requirements for the degree Bachelor
of Technology major in Drafting Technology.
ALLAN E. CONDE, Ph.D Date Dean, College of Industrial Technology
ACKNOWLEDGEMENT
The researchers extend their utmost gratitude for the total support and
assistance of those in the academe who helped and gave them inspiration,
knowledge, strength, self-confidence for this piece of work be a reality. With
sincere appreciation and graceful acknowledgement, the researchers would like
to extend their wholehearted appreciation to the following persons for their
genuine support in completing this study:
Dr. ALLAN E. CONDE, Dean, College of Industrial Technology, for
granting the approval to conduct this study;
Dr. RONALD M. MARTY, their research professor and expert statistician,
for his support, encouragement and for offering his personal expertise to finish
this study;
Prof. ANGELIE P. DACUMOS, their research adviser, for sharing his
professional ideas and suggestions in making this study possible;
Prof. RAY C. BALAJADIA, their panel chairman, for her encouragement
and wholehearted support in conducting this study;
Prof. ZAMORA P. MEDRANO, their critic reader, for giving her valuable
suggestions that contribute towards the improvement of this manuscript;
The MUNICIPALITY OF CARDONA, for giving them the permission to
conduct the study in their Municipality;
Also they would like to extend their deepest gratitude to their parents,
brothers, sisters, classmates, and friends for their moral support, explicit
understanding and giving them the courage to pursue their study;
For the people who were not mentioned but one way or another helped in
the realization of this study, our sincerest gratitude:
And above all, to ALMIGHTY GOD, who gave the researchers courage
and intelligence in the fulfillment of this study.
Thank you…
-The Researchers
DEDICATION
This
research is affectionally
dedicated to our parents, who never
failed to give us financial and moral support, to
our
professors, who helped and guide us in
conducting this study, and most especially to
God almighty who gave us
wisdom, patience and perseverance
in the fulfillment of this
study.
C aselyn___
R emzon___
A llen_____
Patrick___
ABSTRACT
TITLE : Proposed Cardona Economic Zone (A Feasibility Study)
AUTHORS : John Patrick B. BelenRemzon B. Belmonte Caselyn B. EmataAllen Jay D. Año
COURSE AND ACADEMIC YEAR : Bachelor of Technology Major in Drafting TechnologyS.Y. 2009-2013
TYPE OF DOCUMENT : Undergraduate Thesis
NO. OF PAGES : 191
NAME AND ADDRESS OF INSTITUTION: University of Rizal System Morong, Campus
EXECUTIVE SUMMARY:
This study aimed to zone an inside-town economic with a total surface of 9
hectares in Cardona. This proposed Cardona Economic Zone has the main goal
of balancing the economic growth of Cardona through the use of all the
resources in the area. It is entitled to give direct and indirect employment to the
residents of the province of Rizal.
The researchers analyzed the feasibility of the project’s site in terms of its
location. They determined the location of the Proposed Economic Zone in
Cardona, Rizal. They verified the available routes in going to the site, which
includes the diversion road in case of unavailability of other roads. They also
determined the topographic record of Cardona with respect to the location of the
main site, considering the number of people residing in Cardona that will benefit
on the proposed project. The researchers cited the different utilities that are
already available in Cardona. These utilities are linked to the proposed project
and can be used for the development of the site. They used the recorded
atmospheric condition of Cardona in zoning the different regions of Economic
Zone. And also they verified the local products of Cardona that could help in the
operation of the proposed project.
The zoning plan of the “Proposed Cardona Economic Zone” was also
prepared in this study. The regions are zoned strategically to balance the
economic growth of Cardona.
The different amenities and utilities to be put up in the project are also
given consideration by the researchers. These amenities are zoned to cater the
existing resources of the site.
The estimated budget of the different project components are specified by
the proponents.
The researchers determined the Socio-Economic benefits derived
from the project. The Socio-economic benefits resulting from the project are
generating employment for the residents of Cardona and its neighbour towns. It
will also improve quality of living in the area.
Based on the findings and conclusions, the researchers recommended the following:
As the Economic Zone is already on operation, the authorities should
allocate budget for the development and construction of the proposed structures
and roads of the ecozone. Since the project will require immense budget, partial
construction of the site is suggested to be implemented. Commercial and
recreational regions near the public are recommended to be developed first.
Authorities should give assurance and permission for proper placement of
signages of the ecozone. Further study is recommended for the continuous
development of the area. Strategic plans should be considered to support the
development of Cardona Economic Zone.
TABLE OF CONTENTS
Page
TITLE PAGE………………………………………………………………………. i
APPROVAL SHEET………………………………………………………………. ii
ACKNOWLEDGEMENT………………………………………………………..... iii
DEDICATION……………………………………………………………………… v
ABSTRACT………………………………………………………………………... vi
TABLE OF CONTENTS………………………………………………………..… ix
LIST OF TABLES…………………………………………………………………. xi
LIST OF FIGURES……………………………………………………………..… xii
Chapter
1 THE PROBLEM AND ITS BACKGROUND
Introduction…………………………………………………………….. 1Background of the Study…………………………………………...… 4Theoretical Framework……………………………………………….. 14Conceptual Framework…………………………………………….... 15Objectives of the Study……………………………………………..... 17Scope and Limitations of the Study…………………………………. 18Definition of Terms……………………………………………………. 19Notes………………………………………………………………...…. 23
2 RESEARCH METHODOLOGY AND SOURCES OF DATA
Research Method…………………………………………………...… 25Subject of the Study…………………………………………………... 26Setting of the Study…………………………………………………… 30Sources of Data……………………………………………………….. 34Procedure of the Study……………………………………………….. 35Notes………………………………………….…………………...…… 37
3 PRESENTATION, ANALYSIS AND INTERPRETATION OF DATA
4 SUMMARY OF FINDINGS, CONCLUSIONS AND RECOMMENDATIONS
Summary of Findings…………..…………………………………….. 112Conclusions………..………………………………………………….. 114
Recommendations...…………………………………………………. 115
BIBLIOGRAPHY…………………………………………………………………. 117
APPENDIXES……………………………………………………………………... 119
CURRICULUM VITAE …………………………………………………………… 182
LIST OF TABLES
Table Page
1 2010 Current Barangays of Cardona……..………………………….….. 29
2 Estimated Population Distribution of Cardona, Rizal 2010………….. 43
3 Population Distribution of Province of Rizal, 2010…….……………… 48
4 Cost and Estimates for Concrete Road………………………………... 92
5 Cost and Estimates for Creek…………………………………………... 93
6 Cost and Estimates for Perimeter Fence……………………………... 94
7 Cost and Estimates for Gate1-Entrance…………………………….... 95
8 Cost and Estimates for Gate1-Exit…….……………………………….... 96
9 Cost and Estimates for Gate2….. …….……………………………….... 97
10 Cost and Estimates for Gate3….. …….……………………………….... 98
11 Cost and Estimates for Gate4….. …….……………………………….... 99
12 Cost and Estimates for Light Post……….………………………………. 100
13 Cost and Estimates for Land Mark….. …….………………………….... 101
14 Cost and Estimates for Plant Box…….…….………………………….... 102
15 Cost and Estimates for Landscape…..…….………………………….... 103
16 Cost and Estimates for Power Generator…..…….…………………...... 104
17 Cost and Estimates for Drainage Waste Water Treatment….. ………. 105
18 Composite Table of the Expenditures of the Project Components…... 106
19 Socio-Economic Benefits Derived from the Project……………………. 108
20 Socio-Economic Benefits Derived from the Project……………………. 109
LIST OF FIGURES
Figure Page
1 Economic Zone Bjelis………………………………………………..….. 7
2 Clark Freeport Zone…………………..……………………………….… 7
3 Paseo Del Rio…………………………..………………………….…….. 9
4 Location Triangle………………………..………………………….……. 12
5 Conceptual Paradigm……………………..……………………….……. 14
6 Front View of the Site…………………………………..………….……. 24
7 Left Side View of the Site………………………………..…………..….. 25
8 Right Side View of the Site………………………………..……….…… 26
9 Map of Cardona…………………………………………..……….……... 28
10 Relation of Rizal to CALABARZON…………………….……...…….… 39
11 Relation of Cardona to the Province of Rizal……………………….… 40
12 Relation of Brgy. Dalig to the Municipality of Cardona………….…… 41
13 Passable Routes Going to the Site……………………………….……. 43
14 Distribution of Waste Disposal System……………………………….. 52
15 Top View/Site Plan………………………………………………………. 56
16 Pictorial/Gate 1-Entrance…………………….…………………………. 57
17 Pictorial/Gate 1-Exit……..…………………….…………………………. 58
18 Floor Plan/Gate 1...……..…………………….…………………………. 59
19 Pictorial/Gate 2…...……..…………………….…………………………. 61
20 Floor Plan/Gate 2...……..…………………….…………………………. 62
21 Pictorial/Gate 3…...……..…………………….…………………………. 63
22 Floor Plan/Gate 3...……..…………………….…………………………. 64
23 Pictorial/Gate 4…...……..…………………….…………………………. 65
24 Floor Plan/Gate 4...……..…………………….…………………………. 66
25 Pictorial/Comfort Room…...……..…..……….…………………………. 67
26 Floor Plan/Comfort Room...………………….…………………………. 68
27 Road Plan…………………………………………………………………. 70
28 Typical Road Section……………………………………………………. 71
29 V-shape Canal Detail……………………………………………………. 72
30 Pictorial/Perimeter Fence……………………………………………….. 73
31 Detail/Perimeter Fence………………………………………………….. 74
32 Pictorial/Light Post……………………………………………………….. 75
33 Detail/Light Post………………………………………………………….. 76
34 Pictorial/Landscape..…………………………………………………….. 78
35 Detail/Landscape-1……………………………………………………….. 79
36 Detail/Landscape-2……………………………………………………….. 80
37 Pictorial/Plant Box…..…………………………………………………….. 81
38 Detail/Plant Box.……….………………………………………………….. 82
39 Pictorial/Ecozone Title.………………………………………………..….. 83
40 Detail/Ecozone Title.……….………………………………………….….. 84
Chapter 1
THE PROBLEM AND ITS BACKGROUND
This chapter discusses the introduction, background, objectives,
theoretical and conceptual framework, scope and limitation of the study and
definition of terms.
Introduction
Economic zone or Ecozones are geographical regions designated by the
government into equally developed industrial, agricultural, commercial and tourist
or recreational regions. It is anchored under economic laws that are more free-
market-oriented than a country’s typical or national laws. “Nationwide” laws may
be suspended inside the economic zone.
Each economic zone is designed to develop an independent community. It
shall manage its own economic, industrial, financial and tourism development
without the help from the national government. It shall also provide sufficient
amenities to established linkages with other communities within the province.
The province of Rizal, is acknowledged for its natural resources, good
setting for investments, establishments and settlements. One of its municipalities
is the municipality of Cardona, which is then considered as one of the centers of
fisheries in the entire province
Though rich in agricultural products like fish production and exporting
“Bonsai” or miniature plants, there is still a question when it comes to the
employment rate of its people.
There were less job opportunities prepared for its residents. Most of the
people of Cardona have to try their luck looking for a job in other nearby
communities. In return to this, the production of human resources of Cardona
was being catered by other town. Furthermore, entrepreneurs and investors tend
to invest on them rather than in Cardona where their workers were from.
And because of less job opportunities there was an increase in
unemployment rate of its local residents. Annually, there were numbers of
college students graduated from their different chosen professions. But still few
were given a chance for a job. The knowledge and skills they learned for years
were not noticed. The first class ability of the future professionals of Cardona
were being wasted, wherein, if given a chance may add to economic
development of the town.
There were also few business infrastructures in the whole municipality that
mainly affects the development of the entire community. There was an
unbalanced development when it comes to the town’s agricultural, industrial,
commercial and recreational aspects.
In accordance to this, the researchers proposed the development of
“Cardona Economic Zone”, with the “Proposed Cardona Economic Zone”, the
town itself will be developed with balanced agricultural, industrial, commercial
and recreational aspects. It will also provide the town the adequate facilities
intended to established relation with the surrounding communities and other
entities within the country.
One of the goals of this “Proposed Cardona Economic Zone” is to attract
foreign and local investors who might like to do businesses in the zone. By
attracting investors, Cardona can tap into wealth from nearby towns and improve
its economy and living conditions. Job opportunities will be open for its local
residents, which can later on help to the production of the human resources of
Cardona. This economic zone will revitalize the local economy. Within the zone,
there will be taxes coming from its operated businesses, which eventually can
lead to a new productive development program of Cardona. It will also stimulate
the town’s rapid economic growth.
It will attract the workers from all over the area, as well as the unemployed
graduates from the different universities in the province of Rizal. With this, there
will be an increase in the employment rate in the municipality of Cardona.
Graduates will be given a chance to be part of the development of the town with
their first class abilities as professionals. It does not only cater direct employment
but also indirect employment for the tricycle drivers and even vendors who might
like to be in the Ecozone. It will provide opportunities for the advancement for the
people working in management.
With this, many will be given opportunities in job industry. And the
municipality of Cardona will be given a chance to promote itself not only to the
province of Rizal, but with its relation to the Philippines.
Background of the Study
Economic Zones are selected areas throughout the nation declared by the
President of the Philippines as Philippine Economic Zone Authority (PEZA)
Special Economic Zone. But in the case of this study, it still has to prove its
economic development, that the area must have attained a substantial degree of
development within five (5) years of its establishment. Also it has to acquire
certain requirements adequate in establishing an economic zone. Some of which
are the availability of skilled or semi-skilled workers around the ECOZONE, the
accessibility of the required infrastructures and other more for the improvement
of the site.
The category of Special Economic Zone covers a broad range of more
specific zone types including Industrial Estates (IEs), Export Processing Zone
(EPZs), Free Trade Zone (FTZs) and Tourist and recreational Centers.
Industrial Estates (IEs) are area of land developed for the use of
industries. It has basic infrastructure such as roads, water and sewage systems,
pre-built factory buildings, and residential housing for the use of the community.1
Export Processing Zones (EPZs) are special IEs whose locator companies
are mostly export-oriented. Most of which companies are involved in the
manufacture and export of garments, plastics, electrical machinery, fabricated
metals, rubber products and industrial chemicals. The main job of EPZ is to
process, assembly or manufacture agricultural products resulting in the
exportation of its production.2
Free Trade Zones are areas nearby ports of entry. Imported goods may
be unloaded and manipulate without being subjected to import duties.3
Tourism & recreational centers contain businesses that cater to both local
and foreign visitors to the Ecozones. Such businesses include hotels, apartments
and sports facilities. Also it is an economic zone of sports and recreation centers
and cultural facilities.4
Aside from the types of economic zones there were also Economic Zone
like Export, Free Trade, Service, Domestic Market, Pioneer, Utilities, Facilities,
Town, and Ecozone Developer or Operator Enterprises. Every enterprise has
different uses in the zone. Moreover, it operates though manufacturing,
producing, developing, facilitating, and maintaining the Economic Zone for the
benefits of the municipality or the region it covers.
And in line with this, the “Cardona Economic Zone” is proposed to open
more job opportunities and to increase the number of source of living of its local
resident.
With the Cardona Economic Zone, the municipality will have its way to be
developed as an independent community with balanced agricultural, commercial,
industrial and recreational regions. It shall manage its own economic regions with
less support from the national government.
The “Economic Zone Bjelis” as shown in Figure 1 on the next page in
Slavonski Brod, Croatia, is a small economic zone planned by the “General
Urban Plan of Slavonski Brod”. The said Economic Zone was built inside-town
with the terrain of surface 236.500m2 mostly intended for industry. It
acknowledges various entrepreneurs’ proposal for strengthening and developing
their individual trades or companies.5
The initiative of building an inside-town economic zone will be adapted by
the “Proposed Cardona Economic Zone”. With the total surface of 9.19 hectares
the “Proposed Cardona Economic Zone” will be completely urban elaborated and
equipped with complete communal infrastructure needed for an undisturbed
business activity on the area.
Figure 2 shows on the next page shows the Clark Freeport Zone, adjacent
located to Angeles City, Pampanga, Philippines, formerly known as the “Clark
Special Economic Zone. It is currently being endorsed as a foremost center for
the Asian operations of various medium-sized and large companies.6
Aside from its massive hectares of infrastructure and resort, the Clark
Zone’s landscaping and design could also be one of the factors that attracts both
local and foreign investors to establish their business in the zone.
Figure 1
Economic Zone Bjelis
The fine-looking and inspiring backdrop design of the zone may be used
by the “Proposed Cardona Economic Zone”. This will help to make this Ecozone
Figure 2
Clark Freeport Zone
as one of the center of attraction of the town. This could also support the image
of a clean environment in the municipality of Cardona and its relation to the
province of Rizal.
Similarly, Paseo Del Rio is an economic zone in Macasandig, Cagayan de
Oro City, which is shown in Figure 3 on the next page. Strategically located at the
foot of Kagay-an Bridge that connects to Barangay Carmen. Paseo Del Rio will
eventually emerge as Cagayan de Oro City’s newest growth area within the
urban center in the years to come.
The Paseo Del Rio project is designed “…as a place where people can
walk, shop and dine in one walkable community…” The concept of Paseo del Rio
is a multi-use approach of development in the project site that will boast of high-
rise waterfront buildings and global-sized hotels of at least 350 rooms,
restaurants, mixed-use commercial and business centers, playground, covered
walkways, bicycle lanes, gazebo, rotunda, underground parking, and many
amenities and recreational facilities.7
Paseo Del Rio project can be associated as a recreational center. The
recreational facilities sited in the project are ideal enough to attract foreign and
local investors to invest in the zone. It will also increase the tourism rate of the
town and its province.
Figure 3
Paseo Del Rio
In addition, the municipality of Binangonan conducted a study entitled,
“Comprehensive Land Use Plan”. The study focuses on how they can fully
enhance their current economic horizon for the benefit of the town and its people,
having the fact that the town has a lot of opportunities and potentials, both
internal and external. The town’s current economic structure will shift to a mixing
of agriculture and industry, commercial and tourism. This development approach
is expected to decentralize the functions of the municipality’s major urban centre,
the poblacion, to other areas within the municipality. The basic challenge for the
Municipality of Binangonan is to harness to full potential its human and physical
resources where it has a generally comparative advantage.8
The general development goal of this Land Use Plan is to achieve growth
of the town of Binangonan and its people through self-sustaining and
environmentally sound development.
Decentralizing the agricultural, industrial, commercial and recreational
development of the town will be of help to have a balanced development on each
area. With this, there will be a possibility of achieving the economic growth of the
town. The same principle is used in this “Proposed Cardona Economic Zone”.
The initiative of balancing the economic aspects of the town is a good way to
assure the economic development of Cardona. It will also harness the full
potential of its human and physical resources.
Zaw and Kudo’s study “A Study on Economic Corridors and Industrial
Zones, Ports, and Metropolitan and Alternative Roads in Myanmar”, focuses on
the strategic location of Myanmar Special Economic Zone. This Special
Economic zone is strategically located in the boundary of Myanmar’s major cities
Yangon, Mandalay, Mawlamyaine, and Dawei. Both four different cities offer
different functions in the Economic Zone. Its location adds-up to the full
development of the area. The different resources of the major cities of Myanmar
contribute a lot for the continuous success of Myanmar Special Economic Zone.9
Just like the location analysis conducted by Myinmo Zaw and Toshihiro
Kudo, the proposed Cardona Economic Zone also applies the strategy used by
Myanmar Special Economic Zone. The proposed project is decided to be located
in Cardona where it lies in the boundary of three barangays; Dalig, Patunhay and
Real. The resources offered by these areas contribute a lot for the fast
development of the proposed project. The Lake water covering and the products
that exist in the area could possibly be use in the fulfillment of Cardona Economic
Zone.
According to “Special Economic Zones and Economic Corridors” of ERIA
Discussion Paper Series, locating industrial estates at border areas with a
relatively smaller population is not feasible if large-scale labor migration does
not occur. Such an option will be unable to make use of abundant labor force at
cheaper wages. Instead, such border areas should make use of other factor
endowments with comparative advantages such as abundant land and natural
resources. Needles to say, developing such border areas should be socially and
environmentally sustainable.10
The population analysis of this study applies the research discussed by
the ERIA Discussion Paper Series. With the record of 8th most populated
municipality out of the 14 municipality in Rizal, Cardona appears to have the
average amount of Human Resources that the province of Rizal can have. The
Proposed Cardona Economic Zone which is situated in this municipality will
surely cater the human resources that Cardona can offer.
Direct Employment is one of the main goals of an Economic Zone, as
sited in the “Assessing the Role of Government Institutions Supporting Industrial
Adjustment in the Philippines: the case of PEZA, CITEM and DBP” by Marvin
Castell. Job creation was one of the primary goals of establishing PEZA, and was
considered as the most important contribution of PEZA’s to the economy.
Commodities produced in Special Economic Zones were usually labor-intensive,
which would allow for more employment for the country. Special Economic Zones
might be generating a volume of manufacturing employment that is very small
relative to the aggregate national manufacturing employment, however, this
number might be large to urban/regional manufacturing employment
(Schwellnus, 2003).11
In addition, the proposed Cardona Economic Zone has the goal of
contributing to the employment of the residents not only in Cardona but also in
Rizal. It aims to increase the rate of employment in the area. It intended to use all
the possible factors that could possibly help in raising the economic status of
Cardona.
The Special Economic Zones here in the Philippines helps a lot to
increase the number of job opportunities for its local residents. As provided in the
Republic Act. No. 7916, also known as the Special Economic Zone Act. This is
an act which provides for the legal framework and mechanism for the creation,
operation, administration, and coordination of special economic zones in the
Philippines Economic Zone Authority (PEZA), and for other purposes.12
In accordance to this study, Section 12, Article XII states that:
"The State shall promote the preferential use of Filipino labor, domestic materials and locally produced goods and adopt measures that help make them competitive."13
It clearly states that the zone shall actively support, promote a sound and
balanced industrial, economic and social development of the town, in order to
provide jobs to the people, increase their productivity and family income, and in
that way improve the quality of their living condition through the establishments
and measures that shall effectively attract local and foreign investments.
Theoretical Framework
This feasibility study was anchored from the theory of Alfred Weber, a
German location economist. He formulated a theory of industrial location in his
book entitled Über den Standort der Industrien (Theory of the Location of
Industries, 1929). Weber’s theory was called location triangle, which sought to
determine the importance of the location of the resources, to the production site,
and to the market (town).14
Figure 4
Location Triangle
This theory explains as to how the said factors are located in relation to
one another and to the rapid growth of the town. The distance of the resources to
the production site has a great effect to the efficiency of production in terms of its
quality and quantity, same as the relation of the production site to the market or
town.
The theory could be applied to the present study to come-up with a
strategic location of the economic zones. It will also to give the researchers the
idea on how to achieve an economic zone which caters the needs of the local
residents in the area.
Conceptual Framework
The conceptual framework of this feasibility study was based on the
Coombs’ System Approach. It includes three elements namely input, process
and output that has been conceptualized and illustrated on Figure 5.15
The input variables of the Proposed Cardona Economic Zone will serves
as the basis of the proponents to conduct this study. It includes the number of job
opportunities given by the town, decreasing employment rate of its local
residents, few business infrastructures, and unbalanced economic and social
development of the town.
INPUT PROCESS OUTPUT
Less Job Opportunities;
Decreasing employment rate of its local residents;
Few business infrastructures;
Unbalanced economic and social development of the town;
Flagship and Infrastructure Program of Municipality of Cardona
Proposed Economic Zone Plan
Developing a project that will give solution to the problems in the municipality by proposing an Economic Zone in the town;
Site inventory and analysis;
Conceptualizing the zoning plan of the project;
Estimating the projected budget of the project;
Analyzing the profitability of the project in terms of socio- economic benefits
Site development plan;
Completed set of plans for the Proposed Cardona Economic Zone;
Estimated budget per project components;
Determined socio-economic benefits of the study
Figure 5
A Conceptual Paradigm of Proposed Cardona Economic ZoneShowing the Clear Picture of the Study
FEEDBACK
The process consists of the methods and procedures to be undertaken by
the researchers. It includes the development of the project that will give solution
to the problems stated in the first frame, analyzing the project’s site,
conceptualizing the zoning plan of the project, estimating the projected budget
and analyzing the profitability of the project in terms of socio- economic benefits.
The output comprises the development of the site, completed set of plans
for the Proposed Cardona Economic Zone, tarpaulin of the project, estimated
budget per project components and the determined socio-economic benefits of
the study.
Feedback signifies whether the objectives that was set for this study was
met or not.
In case the output of the study fails to resolve the input variables; the
arrow connected to it gives the chance to do necessary changes for the
development of the Proposed Cardona Economic Zone. The feedback therefore
could be used for the enhancement of the project.
Objectives of the Study
The main purpose of this study is to investigate the feasibility of
developing an inside-town Economic Zone in the town of Cardona, Rizal, in order
to lift-up the socio-economic condition of the town.
Specifically, this study aimed to:
1. analyze the feasibility of the project’s site in terms of its:
1.1. location;
1.2.accessibility;
1.3. topography;
1.4.population composite;
1.5. site utilities;
1.6.atmospheric conditions; and
1.7. local products
2. prepare the zoning plan of the “Proposed Cardona Economic Zone”;
3. determine the different amenities and utilities to be put up in the project;
4. estimate budget per project components;
5. determine the socio-economic benefits of the project.
Scope and Limitations of the Study
This feasibility study was conducted by the student of University of Rizal
System, Morong Campus, with a degree of Bachelor of Technology major in
Drafting Technology (BT - DT) during the first and second semester of the school
year 2011 – 2012.
The proponents of this study determined that one of the factors that
assure the economic growth of the town is through its balanced industrial,
economic and social development, which happens to be the main goal of an
economic zone.
With this, the proposed economic zone will greatly contribute to the rapid
development of Cardona.
The highlights of the study will focus mainly on the site inventory and
analysis, stating the financial expenses of the proposed project, location analysis
and zoning, and determining the socio-economic impact of the proposed project
to the local community.
The presentation of the tarpaulin of the project site plan and the estimated
budget per project components are also included in the study.
The designs, layouts and structural plans of the establishments/buildings
and enterprises are not included in the presentation of the study.
Definition of Terms;
The following terms are defined operationally or conceptually for the better
understanding of the study.
Accessibility. This refers on how accessible the project’s site was, through
different modes of transportation.
Atmospheric Condition. It comprises the state of the atmosphere in terms
of temperature and wind and clouds and precipitation.16
Drainage. It has a purpose of collecting, transporting, and disposing
surface as well as a ground water.17
Developer. It is the person or organization which has been given the duty
of developing, promoting and organizing the entire Economic Zone and providing
amenities in the zone.
Development. This refers to the improvement or the gradual evolution of
the full potential of the Cardona Economic Zone.
Economic Zone/ Ecozone. These are geographical regions chosen by the
government for development into balanced agricultural, industrial, commercial,
and recreational regions.
Employment Rate. It is a conducted degree of measure of the existing
quantity of work in the Municipality of Cardona.
Export Processing Zone. It is an export-oriented zone. The enterprises
which can be operated in this zone are the establishments which manufactures,
assembles or process certain products with a quality for production and
exportation.
Flagship Program. This contains well-planned proposals for the
development or rapid growth of the economic status of Cardona.
Feasibility Study. It is a study that concludes whether a proposed project
is worthy of the community perspective in terms of technical, financial, socio-
economic, marketing and management operational aspects.
Free Trade Zone. This is the area nearby ports of entry. It is where
imported goods may be unloaded, repacked or sorted for immediate
transshipment.
Industrial Estate. It is a tract of land which comprises basic infrastructures
such as roads, railways, ports, telephones, and etc.
Investors. These are the local or foreign persons or organizations granted
permission to do business or to invest in the Economic Zone.
Job Opportunities. These are the chances for employment for the
residents of Cardona. These could be a source of living or a profession.
Local Products. Cardona is known in fish production and exporting Bonsai.
Location. The marking out of the boundaries, or identifying the place or
site of, a piece of land, according to the description given in an entry, plan,
map.18
Miniature. It is the scaled model of the Cardona Economic Zone.
Population Composite. These refers to the record or number of family
living in Cardona.
Project cost estimate. It is the estimated cost of the project.
Recreational Centers. These are areas which comprise recreational
facilities such as hotels, parks, resorts, sports centers and museum.
Site Development Plan. These are detailed drawing for the improvement
of the area in Cardona.
Site Utilities. These are basic services such as electricity, sewage system,
communication line, and etc. Utilities are often regulated by the government.
Socio-Economic Profitability. It refers to the project net contribution to the
national and economic social welfare.
Topography. It is the detailed and precise description of the project’s site
that illustrates the total surface and contour of the land.
Working Drawing. This includes the zoning plan, drainage plan, electrical
plan, and plumbing plan.
Zoning Plan. This refers to a strategic graphic illustration of the
arrangements of the possible economic regions to be placed inside the zone, this
includes the Industrial Parks, Free Trade zones, Export Processing zones, and
Recreational centers.
NOTES
1 “Philippine Special Economic Zone”. www. training.itcilo.it/actrav_cdrom1/english/global/frame/epzppi.htm .
2 “Philippine Special Economic Zone”. www. training.itcilo.it/actrav_cdrom1/english/global/frame/epzppi.htm .
3 “Philippine Special Economic Zone”. www. training.itcilo.it/actrav_cdrom1/english/global/frame/epzppi.htm .
4 “Philippine Special Economic Zone”. www. training.itcilo.it/actrav_cdrom1/english/global/frame/epzppi.htm .
5 “Economic zone Bjelis”. www.ra-sb.hr/investicije/investment_opportunities/small_economic_zone_bjelis_/default.aspx.
6 “Clark Freeport Zone”. www.clarksubicmarketing.com/clark.htm.
7 “Paseo Del Rio”. www.cagayandeorodev.com.
8 “The Municipal Development Plan”. Binangonan Development Plan: p. 84.
9 Zaw, Myinmo and Kudo, Toshihiro. “A Study on Economic Corridors and Industrial Zones, Ports, and Metropolitan and Alternative Roads in Myanmar” Chapter IV.
10 “Special Economic Zones and Economic Corridors”. ERIA Discussion Paper Series, June 2009.
11Castell, Marvin. “Assessing the Role of Government Institutions Supporting Industrial Adjustment in the Philippines: the case of PEZA, CITEM and DBP”.
12 “Special Economic Zone Act”. Repuclic Act 7916. www.bcda.gov.ph/file_attachments/0000/1630/RA_7916.pdf: p. 1.
13 “Special Economic Zone Act”. Repuclic Act 7916. Section 12, Article XII. www.bcda.gov.ph/file_attachments/0000/1630/RA_7916.pdf:
14 Weber, Alfred. “Location Theory”. Theory of the Location of Industries, 1929.
15 Coombs, Philip H. “The World Educational Crisis: A System Analysis”, New York: Oxford University, 1968.
16 “Meaning of Atmospheric Condition”. http://www.beedictionary.com/meaning/atmospheric_condition .
17 Muro, Vicente. “Preparing Project Feasibilities Studies”. Quezon City: Phoenix Press, Inc., 1975.
18 “Meaning of Location”. http://ardictionary.com/Location/4207
Chapter 2
RESEARCH METHODOLOGY AND SOURCES OF DATA
This chapter discusses the research method, setting and subject of the
study, sources of data, and procedure of the study.
Research Method
This study used a feasibility type of study which examines the different
factors that could possibly affect the potentiality of the proposed Cardona
Economic Zone, factors in terms of its technical, socio-economic, and financial
feasibility.
Technical feasibility discusses the nature of the product line, the
technology necessary for production, its availability, the proper mix of production
resources, and the optimum production volume.1
Socio-economic feasibility takes into account the effect of the project to
the nearby residents that could be affected in developing the project. It includes
the existing markets or even the businesses in the setting of the study. It also
relates the project to the existing economic and social factors
Financial feasibility presents the overall financial picture in terms of
operating cash requirements profitability, and cash flow.2
The information and the expected output presented in this study could
support the decision of pursuing, revising or abandoning the proposed project for
municipality of Cardona, Rizal.
Subject of the Study
The study is subjectively concentrated in the development of the local
government of Cardona, empowering its economy and living conditions and
study on analysis , location, accessibility, population composite, environmental
influence, topography, utilities, atmospheric conditions, designs and planning
with the limitations on zoning development in the said project.
The Proposed Cardona Economic Zone (PCEZ) is envisioned to build
economically profitable areas and develop 9.19 hectares of accessible land area
for constructing different infrastructures that helps the town, attracting both local
and foreign investors and job opportunities for its local residents. The site is
settled at the boundaries of Barangay Dalig and Barangay San Roque Cardona,
Rizal.
Its vision states, “A peaceful and orderly community of empowered people
with progressive and sustainable economic opportunities and strong commitment
to the conservation and protection of the environment and natural resources.”3
Its mission states, “Through a well-defined development plan an d a corps
of honest and dedicated public servants working hand in hand with the people,
we shall pursue economic growth with quality.”
The images presented are the views of the site at Barangay Dalig in
Cardona.
Figure 6
The Front View of the Site
Figure 7 shows the left side view of the site, showing the wide space that
is accessible to locate the proposed project. The site is located at the east of the
actual place.
Figure 7
The Left Side View of the Site
Figure 8 shows the right side view of the site planned to locate the
commercial infrastructures of the plan.
Setting of the Study
Figure 8
The Right Side View of the Site
Figure 8
The Right Side View of the Site
The setting of the study is in Cardona Rizal, one of the provinces in
Rizal. Cardona is a Philippine municipality. It is located in the province of Rizal in
Region IV – CALABARZON, which is a part of the Luzon group of islands.
Cardona is once called in the province of Rizal as a “Child of a Volcano”. The
volcano that was thought here is the Laguna Lake, which was actually formed
after the explosion of a gigantic volcano million years ago.5
The Cardona is settled in the province of Rizal 42 km southeast of Manila.
It is surrounded in the north by Morong, in the west lays of Binangonan and on its
south and east is Laguna de Bay. It has a total terrain surface of 1927.32
hectares and politically subdivided into eighteen (18) barangays, which is
tabulated in Table 1.
According to the 2010 census, Cardona has inhabitants of 44,942
residents and is part of the big group of 1073 cities and municipalities in the
Philippines which has more than 10,000 residents but did not reach 50,000
populations yet. Based on the number of its inhabitants Cardona is number 512
of the most populous cities of the Philippines and at 281 in Luzon group of
islands and at 11 of the most populous cities of province Rizal. With an area of
28.56 km² Cardona occupies a relatively small urban area.6
The table shows the 2010 current barangays of Cardona Rizal.
Figure 9
Map of Cardona
Table 1
The 2010 Current Barangays of Cardona Rizal
No. NamePSGC-Code
Urbanisation Population
2 Balibago 045806002 Urban 1,979
5 Boor 045806005 Urban 860
7 Calahan 045806007 Urban 5,116
8 Dalig 045806008 Urban 5,949
9 Del Remedio (Pob.) 045806009 Urban 1,781
12 Iglesia (Pob.) 045806012 Urban 1,543
13 Lambac 045806013 Urban 1,716
14 Looc 045806014 Urban 8,938
16 Malanggam-Calubacan 045806016 Urban 329
17 Nagsulo 045806017 Urban 230
18 Navotas 045806018 Urban 3,037
19 Patunhay 045806019 Urban 1,745
22 Real (Pob.) 045806022 Urban 417
23 Sampad 045806023 Urban 1,845
27 San Roque (Pob.) 045806027 Urban 3,142
30 Subay 045806030 Urban 3,915
32 Ticulio 045806032 Urban 1,729
33 Tuna 045806033 Urban 671
Consequently, there is a high population density. In Cardona, by average,
1,573.60 people live in one square kilometer. With this value, Cardona is only
number 72 in Luzon and is nationally ranked 83rd of the most densely populated
cities in the Philippines.7
The given data of the population of the town helps the researchers to
figure out the number of the residents that will benefit from the project if pursued.
The population of the town is also a factor that was considered by the proponents
to identify the feasibility of the project when it comes to its socio-economic
aspect.
According to the Philippine income classification for provinces, cities and
municipalities, Cardona is a 3rd class municipality. The urbanization status of
Cardona was classified as urban. 8
Cardona is one of the coastal towns surrounded by the Laguna Lake.
Almost half of its inhabitant relies only on fishing as their main source of
livelihood. That is why the municipal’s revenue is supported by the resources
from the lake water covering. Exporting goods to the nearby communities is also
a way of the town to make a living for its local residents.
Among the bigger cities and municipalities in the neighborhood of
Cardona are City Of Antipolo 12 km north-west, Taguig City (Fourth District) 17
km west-north-west, Caloocan City (Third District) 33 km west-north-west, City Of
Manila(First District) 26 km west-north-west, City Of Pasig (Second District) 19
km north-west, Quezon City (Second District) 26 km north-west, City Of
Makati(Fourth District) 22 km west-north-west, City Of Parañaque (Fourth
District) 25 km west, City Of Las Piñas (Fourth District) 26 km west as well as 35
km south-west of Cardona the municipality City Of Dasmariñas (Cavite).9
With the said records of well-improved cities and municipalities, the
proposed project will aid to make the Cardona compete with its neighboring
cities. The incentive of using the full potential of the town when it comes to its
natural and human resources could possibly be a way of improving its record.
There are a lot of opportunities for business in this town. Its agricultural lands can
produce high value commercial crops and commercial poultry and livestock as
well as exotic animals. Tourism-related ventures can be a hit.
Investors can also establish factories for the manufacture of garments and
fashion accessories, furniture, jewelry, processed foods, and other consumer
goods. The real estate industry particularly mass housing has a bright prospect in
this town.
Sources of data
In gathering information the researchers used primary and secondary
sources of data to effectively tackle their document analysis.
They gathered and compiled some primary sources of data available from
various offices of the municipality of Cardona Rizal, offices which includes the
Assessor’s Office, Engineering Department, Municipal Planning and
Development Coordinators Office and other repositories of facts and figures were
also acquired by the researchers.
In accordance with the criteria and requirements of developing an
economic zone, the researchers confronted with the standards and specification
of the national economic zone laws stated in the Republic Act of the Philippines.
The criteria stated in the law leads the researchers on considering the factors
that could possibly affect the project.
And lastly, the researchers also used secondary sources of data such as
dictionaries, encyclopedias, books, magazines, internet and unpublished thesis
for the background of the study.
Procedure of the Study
In conducting this study the researchers underwent several procedures
and methods. The researchers considered some factors to make this study
effectively.
Identifying the problems in the community was first considered to
construct the statement of the problem. After the researchers had analyzed the
problem, they came up with the idea of proposing an Economic Zone under the
Municipality of Cardona.
After that, they gathered primary information from books, internet, human
resources and other resources that can be useful to the success of the study.
They also conducted site visiting and analysis, wherein the site’s
conditions were recorded, such as the topography of the place, existing power
supply, neighborhood character and the atmospheric conditions that can directly
influence the design for the Proposed Cardona Economic Zone.
The researchers also prepared plans and designs of the utilities to be put
up to the project.
Moreover, the socio-economic feasibility of the study and the estimated
budget per project component was given importance too by the researchers.
NOTES
1 Development Academy of the Philippines. “How to Develop Project Feasibility Studies”. Manila: Sigma-Tala Publishers, Inc., 1978, p. 17.
2 Development Academy of the Philippines. “How to Develop Project Feasibility Studies”. Manila: Sigma-Tala Publishers, Inc., 1978, p. 3.
3 “Vision”. Municipality of Cardona Annual Report, 2010.
4 “Mission”. Municipality of Cardona Annual Report, 2010.
5 “Historical Background”. Municipality of Cardona Annual Report, 2010.
6 “2010 Census”. Municipality of Cardona Annual Report, 2010.
7 “Population of Cardona”. Municipality of Cardona Annual Report, 2010.
8 “Urbanization Status of Cardona”. Municipality of Cardona Annual Report, 2010.
9 “Neighborhood Municipalities of Cardona”. Municipality of Cardona Annual
Report, 2010.
Chapter 3
PRESENTATION, ANALYSIS AND INTERPRETATION OF DATA
This chapter discusses the presentation, analysis and interpretation of
data as an answer to the specific objectives of the study.
Location
Province of Rizal is located in the Central part of the Luzon groups of
island CALABARZON (Region IV – A) Cavite, Laguna, Batangas, Rizal, and
Quezon, just 16 kilometers east of Manila. Rizal is bordered by Metro Manila to
the west, the province of Bulacan to the north, Quezon to the east and Laguna
province to the south. The province also lies on the northern shores of Laguna de
Bay, the largest lake in the country. Figure 10 shows the relation of Rizal to
CALABARZON region.
As shown in figure 11 on page 40, Cardona is related to the province of
Rizal with Morong as its boundary in the north, in the west by the town of
Binangonan, Angono, Taytay, Cainta and in the south and east by Laguna de
Bay.
The Proposed Cardona Economic Zone is located at barangay Dalig the
9th biggest barangay in Cardona and has a total land area of 90.25 hectares, in
between the barangay San Roque and barangay Patunhay and including the
nearby barangays in Cardona such as the main land barangays’ Calahan, Del
Remedio, Iglesia, Looc, Nagsulo, Real, Sampad, Ticulio, and the island
barangays’ Balibago, Boor, Lambac, Mal-Cal, Navotas, Subay, Tuna, as shown
in Figure 12.
Figure 10
Relation of Rizal to CALABARZON
Figure 11
Relation of Cardona to the Province of Rizal
Figure 12
Relation of Brgy. Dalig to the Municipality of Cardona
Accessibility
The town is accessible through land and water travel. It is one hour and a
half drive from the Metro Manila and 34 kilometers from the City of Pasig. Manila
East Road of Angono, Taytay and Binangonan links Cardona to Metro Manila
and also the way from the north town of Morong, Teresa, Antipolo to Manila.
Seems to be the town proper of Cardona is accessible by water, through
17 local ports in Cardona which handles the transport of goods/products from
Talim Island. This opened the gate to the major economic activities of the town
which is fishing. The mainland barangays are accessible by land transportation,
in contrast to the island barangays which can only be reached by traversing the
Laguna Lake.
In the sense that the town is also accessible in land production
transportation there are some alternative route of transporting goods/products
from the nearby town of Cardona to proposed Eco-zone here are some of the
passable routes to be used as alternative way for transferring goods to the
nearby towns: Cardona Diversion Road is the alternative way for big trucks and
highways to help ease of traffic through Morong to Cardona and Cardona to
Manila. Figure 13 shows the alternative and possible way in case of difficulties in
some reasons.
Figure 13
Passable Routes going to the Site
Slope & Topography
Cardona is basically hilly and mountainous. The terrain of the mainland is
generally undulating to rolling while the island is characterized by having
landforms with high reliefs.
More than one-fourth (26%) of Cardona's land area consists of volcanic
agglomerate hills with high reliefs. These are all found in the island of Balibago,
Lambac, and Tuna. Broad alluvial valleys totaling 65 hectares could be found in
Barangay Boor, Lambac, and Balibago. Only Barangay Calahan has a narrow
alluvial valley covering 21 hectares.1
Some moderately to highly dissected, gently sloping volcanic land forms
could be found in Barangays lglesia and San Roque. Nearly one-fifth of
Cardona's areas covering 369 hectares are volcanic agglomerate hills with low
relief. Urban land/built-up area spans 365 hectares or almost one-fifth of the
town's total land area. Nearly three-fourths (72%) of these built-up areas are
found in the mainland. 2
The general slope characteristic of Cardona is moderately sloping to
rolling. Around 800 hectares or 41 percent of its land area have slopes from 8-18
hectares. Areas described as "rolling to hilly' cover 503 hectares or one-fourth of
its area. Most of them are found in Talim Island, particularly in Barangay Tuna. 3
The mainland does not have areas with slope above 30 percent. All of
the steep hills and mountains of Cardona occupying an area of 258 hectares are
located in Talim Island, particularly in barangay Tuna. In contrast, most of the
lands which are level to gently sloping are found in the mainland.
The main hazards in the barangay are typhoon, flood, and soil erosion. In
terms of vulnerability to flooding, the lakeside Sitios of Kuhala, Bulaburan is the
most vulnerable, with flood water reaching chest-level. Ramos, Capistrano, and
Hunters Streets have waist-level flood during Ondoy. The hillside Sitio Dupax, on
the other hand, is vulnerable to soil erosion, because barangay Dalig belong to
the lakeside and low part of the Cardona main land.
The topography record of the town of Cardona could relate to the
Proposed Economic Zone. The development of the proposed project could help
solve the problem in floods of the nearby barangays near the area.
Population Composite
Annually, population of Cardona grew for about 4 percent of its previous
population. This comprises the employed and unemployed residents of Cardona
as well as its graduates which are the future workers of the town.
According to the August 2007 NSO census, it indicates that Cardona had
a population of 42,942, representing 2.28% of the provincial population. For the
period 2000 to 2007, Cardona’s population grew at a slower pace compared to
the provincial average. The municipality exhibited an average annual growth rate
of 1.66 % while that of the provinces is 3.87%.
Table 2 presents the population distribution, growth rates and projected
population per barangay of Cardona from year 2000 to 2010.
Table 2
Estimated Population Distribution of Cardona, Rizal 2010
Actual Population Growth Projected Population
BARANGAY/SMay 1, 2000
Aug 1, 2007 Rate 2008 2009 2010
EstimatedEstimatedEstimated
CARDONA 39,003 44,942 0.0166 45,711 46,497 47,301
Balibago 1,722 1,979 0.0163 2,011 2,044 2,078
Boor 796 860 0.0090 868 876 884
Calahan 3,985 5,116 0.0295 5,267 5,423 5,583
Dalig 5,073 5,949 0.0187 6,060 6,174 6,289
Del Remedio 1,801 1,781 (0.0013) 1,779 1,776 1,774
Iglesia 1,227 1543 0.0270 1,585 1,628 1,672
Lambac 1,757 1,716 (0.0027) 1,711 1,707 1,702
Looc 7,272 8,938 0.0243 9,155 9,378 9,606
Mal-Cal 400 329 (0.0225) 322 314 307
Nagsulo 228 230 0.0010 230 230 231
Navotas 2,759 3,037 0.0112 3,071 3,106 3,141
Patunhay 1,602 1,745 0.0100 1,762 1,780 1,798
Real 442 417 (0.0068) 414 411 409
Sampad 1,536 1,845 0.0216 1,885 1,925 1,967
San Roque 2,717 3,142 0.0171 3,196 3,250 3,306
Subay 3,378 3,915 0.0173 3,983 4,052 4,122
Ticulio 1,609 1,729 0.0084 1,744 1,758 1,773
Tuna 699 671 (0.0047) 668 665 661
The projected population of Cardona from 2000 to 2010 explains that
there is an increase in population every year. This makes it a need for an
increase in income and livelihood in Cardona.
The 2000 census of population conducted by NSO showed that Cardona
had a potential labor force or 29,499. Of this figure, 4,122 were employed, 565
were unemployed and 4,905 were not in the labor force. The 1990
unemployment rate was placed at 12.05%.
The province of Rizal is subdivided into 13 municipalities and 1 city. As
presented on page 48, Cardona is fourth to the least populated municipality in
the province of Rizal by the 2010 census. It is bounded by Morong to the north
with the population of 52,194, and Binangonan to the west with the population of
249,872. The residents of the nearby towns of Cardona could be the
beneficiaries of the development of the proposed project.
Moreover, out of the identified available skills in the area, 59.05% are in
the construction industry, i.e., related skills such as carpentry, plumbing,
masonry, painting, etc. 5
The available skills in Cardona are good enough help in the development
the proposed economic zone this could also lead to the employment of the
unmentioned skills and workers in the area. This also contributes to the decrease
in 12.05% of unemployment rate in Cardona.
Table 3 presents the 2010 census of population distribution of the
municipalities in the Province of Rizal.
Table 3
Population Distribution of Province of Rizal, 2010
City/MunicipalityNo. of
BarangaysArea(km²)
Population(2010 Census)
Pop. density(per km²)
Angono 10 26.22 102,407 3,707.44
Antipolo 16 306.10 677,741 2,071.12
Baras 10 84.93 32,609 371.18
Binangonan 40 66.34 249,872 3,601.61
Cainta 7 26.81 311,845 11,810.63
Cardona 18 28.56 47,414 1,573.60
Jalajala 11 44.12 30,074 651.36
Morong 8 37.58 52,194 1,344.81
Pililla 9 69.95 59,527 836.67
Rodriguez 11 312.70 280,904 715.00
San Mateo 15 55.09 205,255 3,355.60
Tanay 19 200.00 98,879 472.3
Taytay 5 38.80 288,956 6,765.08
Teresa 9 18.61 47,163 2,387.75
Site Utilities
Site utilities includes water supply, electric power supply, modes of
communication and waste disposal system.
Domestic Water Supply
The entire municipality has a relatively sufficient water supply. This is
because of the presence of varied sources of water. The main source of water in
Cardona is the Municipal Water System (then Municipal Metropolitan
Waterworks and Service System (LWSS) in 1972) By the year 1992, The
management was passed-on to a privately owned cooperative now serving
partially the poblacion Barangays of San Roque, Real, Del Remedio, lglesia,
Calahan, and Patunhay.
Currently, there are twenty-four (24) operational waterworks system with a
daily capacity of 66,000 gallons serving 1,411 families. Secondary sources of
water include jetmatic pumps and artesian wells.6
Electric Power Supply
Cardona's main source of power is the Manila Electric Company
(MERALCO). All of its barangay including those in the island are energized.
Alternative power sources are provided by 16 individually - owned power
generators. In 2008, almost 98 % of the total household in Cardona used
electricity for lighting. This condition was more favorable than the provincial
coverage of 82 percent. Other fuel used for lighting in Cardona includes
kerosene (10 percent of household) and liquefied petroleum gas (0.5%).7
Since MERALCO is the only main source of power in Cardona, the
proposed Cardona Economic Zone is suggested to have its own power generator
that could supply its 9.19 hectares economic regions. This power generator is to
support such firms in case of unlikely incidents like lose of power.
Communication
There are various modes of communication available in Cardona. The
Philippine Long Distance Company (PLDT) serves 70 households in the
mainland. In 1998, PT&T and Digitel have established its service in some areas
in the mainland. In 2000, there are other cellular mobile telephone services by
Smart, Globe and later Sun Cellular.8
There is one (1) postal station located in barangay Real which renders
domestic and international telegram as well as telegraphic transfer services.
Other communication media include radio, newspaper and television. A local
newspaper, Buklod, covers the whole of Cardona.
Waste Disposal System
The following were various methods utilized by households in 1998 in
disposing their solid wastes: (1) picked up by garbage trucks (2) dumping in
individual open pit, not burned (3) burning (4) composting (5) fed to animals.
The controlled dumpsite is located at Sitio Ampucao, Barangay Iglesia
with an area of 3,000 square meters. The segregation scheme is biodegradable
used in organic farming or refers to planting using organic fertilizers or decaying
matters.
Existing programs on solid waste disposal include the continuous
implementation of Republic Act 9003 or the Ecological Solid Waste Management
Act of 2000. Various innovations have been tested and tried in the locality to
attain ecological sustainability which has proven enough the administration’s
desire to eradicate waste in the area.9
Liquid waste disposal system of Cardona is not specified, but the total
household in Cardona has their own individual septic tank. The rest of the liquid
waste of the different households flows directly to the drainages allotted by the
municipality. These drainages are directly connected to creeks, rivers, and
different body of water.
As the proposed Economic Zone is concerned, the site will require a
drainage water waste filter plant to treat hazardous liquid waste that could affect
the livestock in the Laguna de Bay.
The utilities sited could be adopted by the proposed economic zone. The
communication, water and electric power supply could link and help for the
development of the site.
The pie graph below shows the distribution of solid waste disposal
in Cardona.
Figure 14
Distribution of Waste Disposal System
Atmospheric Condition
The atmospheric condition recorded in Cardona is generally in average
level compare to the atmospheric condition recommended in the entire
CALABARZON.
The climate of Cardona is characterized by two pronounced seasons. The
wet season occurs from May to October of the entire year while the dry season
runs from November to April.
The average temperature experienced by the town ranges from 20 ºC to
25 ºC. This temperature is relatively the same with the other municipalities in
the province of Rizal. Southeast winds prevail throughout the year except in
November when the northeast winds blow over the area. The average wind
speed is 10 kilometers per hour. However, stronger winds with speeds ranging
from 11 to 15 kilometers per hour occur from February to May. Cardona is visited
by typhoons four to five times a year. It is the average number of typhoons
recorded by PAG-ASA.10
The recommended atmospheric conditions of Cardona could affect the
zoning plan of the proposed Cardona Economic Zone. The zoning of the different
economic regions relies on the existing atmospheric condition of the site. It also
considers the establishments that could be directly affected by the zoning of the
regions. The direction of the winds that prevails in the area could possibly direct
the position of the buildings to be operated in the site.
Local Products
The municipality of Cardona is a good setting for investment and
settlements, it because of the local products that can be found and can be
manufactured in the area.
Cardona is basically a fishing community 54% of its population depends
solely on fishing as their main source of livelihood. Fish production comes
primarily from the fishpond and fish cages set up in the lake. Bangus and Tilapia
are the most commonly raised fished commodities in the area. As of 1994, 345
fish pens covering about 1,900 hectares of the municipality’s lake water are
devoted to bangus and tilapia culture and production.11
The town lacks in material wealth, but Cardona is well known for exporting
local products made of bamboo wood. Almost 300 hectares of the hills in
Cardona is very rich in planted bamboo trees all around the place. There are few
industrial companies in Cardona that offers manufacturing products made of
bamboo. Most of the firms in Cardona with related operation of making furniture
made of bamboo are privately owned stores and are usually small. Some of
these products are chairs, sofa, tables, beds, simple furniture and souvenirs.
These products are ideal for exporting in the market outside the town.
And as part of Agro – industrial activity of Cardona, the town also offers
production of miniature plants and terracotta plants in the market. There are
green houses in Cardona that raises bonsais and other export quality plants.
Cardona is rich in its agricultural aspects. There are lots of products that
the town can contribute in the market. This includes fish trading, poultry and
livestock production. This aspect should be a welcome opportunity in order to
achieve economic diversity in the area.
Design or Zoning Plan
The proposed zoning plan for Cardona Economic Zone is consists of
different economic regions like commercial, recreational, agricultural and
industrial region. Different amenities are also prepared for the proposed project;
this includes light posts, landscapes, plant boxes, comfort rooms and roads.
Site Plan
Figure 15 on page 56; shows the Zoning Plan of the main site.
Pictorial Drawing
Figure 16 on page 57; shows the pictorial drawing of Gate 1-entrance.
Pictorial Drawing
Figure 17 on page 58; shows the pictorial drawing of Gate 1-exit.
Floor Plan
Figure 18 on page 59; shows the floor plan of Gate 1.
Fig
ure
15
Sit
e P
lan
Fig
ure
16
Gat
e 1
-En
tran
ce
Fig
ure
17
Gat
e 1
-Exi
t
Fig
ure
18
Gat
e 1
Pictorial Drawing
Figure 19 on page 61; shows the pictorial drawing of Gate 2.
Floor Plan
Figure 20 on page 62; shows the floor plan of Gate 2.
Pictorial Drawing
Figure 21 on page 63; shows the pictorial drawing of Gate 3.
Floor Plan
Figure 22 on page 64; shows the floor plan of Gate 3.
Pictorial Drawing
Figure 23 on page 65; shows the pictorial drawing of Gate 4.
Floor Plan
Figure 24 on page 66; shows the floor plan of Gate 4.
Pictorial Drawing
Figure 25 on page 67; shows the pictorial drawing of Comfort Room.
Floor Plan
Figure 26 on page 68; shows the floor plan of Comfort Room.
Fig
ure
19
Gat
e 2
Fig
ure
20
Gat
e 2
Fig
ure
21
Gat
e 3
Fig
ure
22
Gat
e 3
Fig
ure
23
Gat
e 4
Fig
ure
24
Gat
e 4
Fig
ure
25
Co
mfo
rt R
oo
m
Fig
ure
26
Co
mfo
rt R
oo
m
Road Plan
Figure 27 on page 70; shows the road plan of the proposed project.
Cross Section Detail
Figure 28 on page 71; shows the road cross section detail of Road A-A.
Canal Detail
Figure 29 on page 72; shows the detail of V-shape Canal.
Pictorial Drawing
Figure 30 on page 73; shows the pictorial drawing of perimeter fence.
Detail Drawing
Figure 31 on page 74; shows the detail drawing of perimeter fence.
Pictorial Drawing
Figure 32 on page 75; shows the pictorial drawing of light post.
Detail Drawing
Figure 33 on page 76; shows the detail drawing of light post.
Fig
ure
27
Ro
ad
Pla
n
Fig
ure
28
Cro
ss
Se
ctio
n
Fig
ure
29
Ca
nal
Det
ail
Figure 30
Perimeter Fence
Fig
ure
31
Pe
rim
ete
r F
ence
Figure 32
Light Post
Fig
ure
33
Lig
ht
Po
st
Pictorial Drawing
Figure 34 on page 78; shows the pictorial drawing of landscape.
Detail Drawing
Figure 35 on page 79; shows the top view of landscape-1.
Detail Drawing
Figure 36 on page 80; shows the top view of landscape-2.
Pictorial Drawing
Figure 37 on page 81; shows the pictorial drawing of plant box.
Detail Drawing
Figure 38 on page 82; shows the detail drawing of plant box.
Pictorial Drawing
Figure 39 on page 83; shows the pictorial drawing of ecozone title.
Detail Drawing
Figure 40 on page 84; shows the detail drawing of ecozone title.
Figure 34
Landscape
Fig
ure
35
Lan
dsc
ape-
1
Fig
ure
36
Lan
dsc
ape-
2
Figure 37
Plant Box
Fig
ure
38
Pla
nt
Bo
x
Figure 39
Ecozone Title
Fig
ure
40
Ec
ozo
ne
Tit
le
The proposed Cardona economic zone is an inside-town eco-zone which
the main purpose is to balance the growth rate of Cardona. It is purposely
developed to help not only the residents near the area but also the residents of
its nearby towns to have the chance to work for the public. And If succeed in
development, this will open the opportunity to lifting up Cardona in the province
of Rizal. The project includes commercial, recreational, agricultural and industrial
regions.
The site has a total terrain surface of 91,868 m2. It is accessible through
land and water. It has available roads that can be reached by either heavy or
light vehicles. Ports are also available through the lake water covering in the
area.
There are 4 different designed gates to access the economic zone. Gate 1
or the main gate is located in the west direction of the site. It is aligned with “Dr.
Estacio Rd.” and at the side of the area where the main building of the economic
zone has to be built. Entrance and exit are both separated to control the flow of
vehicle going in and out of the main site. Gate 2 is located east of the site. It is
opposite to the road going to the island separated in the main land. Entrance and
exit of Gate 2 are also separated but was joined by a 6m wide road after the
gate. Gate 1 and gate 2 are available only to light vehicles while the other
remaining gates are good for heavy vehicles. Gate 3 is located southeast of the
proposed project. Unlike the design of the first two gates, Gate 3 has a simpler
design so that heavy and wide vehicles can access the site with ease and
without any hassle. Gate 4 is located southeast of the site, it is with the road
along barangay Dalig. Just like Gate 3, its design is good also for heavy vehicles.
There are 2 ports zoned in this proposed project. The widest port is near
to the residents in the national road. This port helps connects the island to the
main land making it useful for the residents in the area. The market is expected
to be built just opposite to it. This port is designed with wide space to make it
function as a park for the overlooking beauty of Laguna Lake. On this port is also
where the sunrises which is good for some of our Filipino habits.
The other port is at the south of the site. It is located at the end of the
creek connecting the fishpond and lake. This port has the same design as the
first one and connects the island to one of the barangay in Cardona. These ports
help the agricultural development of Cardona through using its main resources
which is the Laguna Lake.
There are also regions that can be accessed freely by the public. The first
one is the 4,796 m2 commercial region. It is adjacently located near the market
and the port. And one of the industrial regions is just opposite to it, this makes
the “Location Triangle Theory” applies in the proposed project. This area could
include commercial buildings run by the municipality or through investors,
buildings selling the local products of Cardona, souvenir shops, restaurants and
even a dry market different from the market near the port. This region is ideally
located because you have to pass its roads before you leave the economic zone.
One of the recreational regions is also free for the public. It is located west
of Gate 4 and near to the people residing along Dr. Estacio Road with the area of
8,738 m2, it is expected to be develop as a park that will help in the outdoor
activities of the residents in the area. Since it is recorded that the wind is from
southwest of the main site, the location of this recreational region is ideal for
relaxation. The overlooking sunset in this area will help attract customers and
residents visit the site. Covered courts, gymnasiums and resorts are suggested
to be develop in this region.
There are regions in the economic zone that needs to be access through
the located gates. These regions are separated by 940 meter perimeter fence
with the height of 3 meters all throughout the area. Perimeter fences are for the
security for certain firms and commercial buildings inside the economic zone.
With the total area of 39,000 m2, this protected and secured area covers almost
70% of the total terrain surface of the main site.
This area includes regions like economic zone main building, municipality
area, three industrial region, two commercial region, recreational region, parking
areas, and a lot for the utilities of the economic zone. Using the Dr. Estacio
Road, the main building of the site can be easily seen. With a landscape holding
its name “Cardona EcoZone”, this accented landscape will surely hold the
attention of the commuters passing on this area. All the transaction regarding the
ecozone happens on this region. Aside from the municipality building of Cardona,
investors who prefer to invest in the site can directly make communication in the
ecozone main building. It has a total area of 592 m2.
Just opposite to the main building is the area allotted for the municipality
of Cardona. It has an area of 1,189 m2. Municipality activities or celebrated
occasions are expected to happen in this area. Covered court or function hall are
suggested to be built in this part of ecozone. Gazebos and parks can also be
included in this area.
One of the industrial regions is located north of the site. This region can be
access through the main gate and Gate 2. It is the adjacently located by two
commercial regions of its north and south, the agricultural and the market on its
east and a parking area on its west. The location of this region applies the theory
use by this project. With the area of 4,440 m2, companies, corporations,
processing firms and buildings are allowed to be built in this area.
Opposite to this industrial region are two 7,456 m2 lots prepared as
commercial regions located at left and right side of Gate 2. These regions are
bounded by the agricultural to the east, industrial to the north, free space to the
west and a recreational region to the south. Its location makes it accessible to all
the operating businesses in the area. Just like in the commercial region sited on
the first part of this description, commercial buildings and restaurants are also
suggested to be developed in this area. Since the two commercial regions are
separated by a 6 meters wide road, a hanging bridge connecting the two regions
is an ideal architectural design for this area.
In the southwest of the economic zone are another 3,764 m2 separated
lots to work as an industrial region. It can be easily be access through Gate 1, 3
and 4. It is bounded by the main building to the north, a public recreational region
to the south and a private recreational region to the east. This lot is separated by
a 6 meter wide road that is directly connected to Gate 3. Same with the other
industrial region, this lot can be occupied by companies, corporations, building
and processing firms.
Aside from the public recreational region, another recreational
region is located inside the perimeter fence. It has a terrain surface of 3,033 m2.
It is bounded by commercial region to the north, industrial region to the west and
an area for the site utilities to the south. This area is good in developing resorts,
bowling center, museum or even a library.
To secure the maintenance of the entire economic zone, there is a
7,643 m2 lot prepared for establishments that offers filtering water wastes and
pumping stations for the flood control in the site. This area is also for the supply
of water and electricity in the entire site. Communication centers can also be built
in this region. Operations in this area could either be run by the government or by
the private organizations.
There is also an area of 5,666 m2 vacant lot prepared for any arousing
projects of the municipality of Cardona. Any proposed projects of the municipality
that requires use of land could lead to occupying this area.
Comfort rooms and parking lots are distributed in the entire economic
zone. Light posts are also prepared and placed in between of roads, equally
spaced at 20 meters from edge. 14,658 m2 of road covers the proposed
economic zone. It has a wide of 6 meters and 1.2 meter allowance for the path
walk, both of left and right.
To give accent to the economic zone, plans of landscapes and plant
boxes are properly zoned in the site. These landscapes are combination of
arranged rocks and plants that could serve as landmark of the Proposed
Cardona Economic Zone.
The zoning of the economic regions applies the “Location Triangle Theory”
of Alfred Weber. The properly located regions of the economic zone give
continuous cycles of the resources, processes and the market. The idea of an
inside-town economic zone is to build a small community that can handle
progressive development without too much help from the government.
Different Amenities and Utilities
In determining the different amenities and utilities of this proposed project,
the researchers considered the following factors that exist in the site:
The directional path of the sunrise and the sunset.
The average wind passes through the site.
The existing source of income in the area; ports
The existing structures and roads in the main site.
As recorded in the municipality of Cardona, the sun rises in the main site
where the ports and agricultural market are zoned. These ports are designed to
work as fish port at the same time as park. This park could add-up to the day to
day activity of the residents in the site.
Also the sunset and the wind were recorded to be coming from the west of
the proposed project. With this data, the researchers planned to zone a public
recreational region in this area. The southeast wind that goes through the site
gives a relaxing and refreshing feeling with the mass in that recreational region.
The over-looking sunset and the horizon of Laguna de Bay could be one of the
attractions to visit the site.
The over-all source of income in Cardona mainly came from the lake
water covering of Laguna de Bay. In addition to that, the residents of Cardona
produce bamboo products and souvenirs that were considered to be part of their
living. To help them advertise their products to the public, the researchers zoned
a commercial region in the site that could easily be accessed by the public. It is
located near the market and the port that gives a continuous development in the
area.
There are already existing roads and structures in the main site. One of it
is the fishpond that lies along “Dr. Estacio Rd”. Since the water on that fishpond
has the tendency to be contaminated with some impurities coming from the
mountain, the researchers proposed a riprapping of creek. As this creek
connects the fishpond to the site utilities located in the proposed ecozone. This
creek will prevent the water from being stagnant and be caused of development
of living bacteria and viruses. The area allotted for the site utilities of the
economic zone is suggested to have a pumping station for the flood control of the
entire economic zone.
Estimated Budget per Project Component
The proposed ecozone will require a rough estimated cost of its different
project components. This includes the estimated cost for the 1.7 km concrete
road, 328 meter creek, 940 meter perimeter fence, 4 gates, 45 sets of light posts,
2 landscapes, 2 plant boxes, and an ecozone title.
Table 4 presents the cost and estimates for materials, labor, and other
construction expenses of concrete road.
Table 4
Cost and Estimates for Materials, Labor, and Other ConstructionExpenses of Concrete Road
Quantity Unit Description Unit Price Amount
10,470.004,188.001,047.001,047.00
m2
m2
m3
m3
0.15 THK PCCPPathwalk
Crushed Agg. CourseAggregate Base Course
1,872.00503.00546.93633.65
19,599,840.002,106,564.00
572,635.71663,431.55
Total Material Cost 22,942,471.50
B. Estimated Labor Cost (45%) 10,324,112.18
C. Professional Fee (10%) 2,294,247.15
D. VAT (12%) 2,753,096.58
E. Contingency Fund (5%) 1,147,123.58
Estimated Grand Total Cost 39,461,051.00
Table 4 shows the summary of cost and estimates for materials, labor,
and other construction expenses. It includes the estimated cost of labor,
professional fee, and value added tax. It also shows the grand total cost with the
total amount of Php 39, 461, 051.00.
With a total square meter of 10, 470 and 0.15 meter in thickness, this
concrete road will cost an approximate of Php 19, 599, 840.00. The pathwalk
with 1.2 meter wide on both sides will cost Php 2, 106, 564.00. The crushed
aggregate course (see Typical Road Cross Section Detail) with 1, 047 m3 will
cost Php 572, 635.71, while aggregate base course will almost cost Php 663,
431.55.
Table 5 presents the cost and estimates for materials, labor, and other
construction expenses of creek.
Table 5
Cost and Estimates for Materials, Labor, and Other ConstructionExpenses of Creek
Quantity Unit Description Unit Price Amount
2,656.40
640.00
42.50
84.75
m3
bags
m3
m3
Stone Masonry
Portland Cement
Sand
Gravel
3,109.00
197.00
650.00
700.00
8,258,732.25
126,080.00
27,625.00
59,325.00
Total Material Cost 8,498,762.25
B. Estimated Labor Cost (45%) 3,824,443.01
C. Professional Fee (10%) 849,876.23
D. VAT (12%) 1,019,851.47
E. Contingency Fund (5%) 424,938.11
Estimated Grand Total Cost 14,617,871.07
Table 5 shows the summary of cost and estimates for materials, labor,
and other construction expenses. It includes the estimated cost of labor,
professional fee, and value added tax. It also shows the grand total cost with the
total amount of Php 14, 617, 871.07. It has a total of 2, 656.40 m3 stone
masonry.
Table 6 presents the cost and estimates for materials, labor, and other
construction expenses of perimeter fence.
Table 6
Cost and Estimates for Materials, Labor, and Other ConstructionExpenses of Perimeter Fence
Quantity Unit Description Unit Price Amount
6,052.00
3,444.00
pcs
pcs
Concrete Hollow Blocks
Steel
10.50
150.00
58,750.00
516,600.00
Total Material Cost 575,350.00
B. Estimated Labor Cost (45%) 258,907.50
C. Professional Fee (10%) 57,535.00
D. VAT (12%) 69,042.00
E. Contingency Fund (5%) 28,767.50
Estimated Grand Total Cost 989,602.00
Table 6 shows the summary of cost and estimates for materials, labor,
and other construction expenses. It includes the estimated cost of labor,
professional fee, and value added tax. It also shows the grand total cost with the
total amount of Php 989, 602.00. The perimeter fence has a total length of 940
meter.
Table 7 presents the cost and estimates for materials, labor, and other
construction expenses of gate 1-entrance.
Table 7
Cost and Estimates for Materials, Labor, and Other Construction Expenses of Gate 1-Entrance
Quantity Unit Description Unit Price Amount
23.00
1.50
2.75
247.00
57.00
36.00
16.00
2.00
bags
m3
m3
pcs
pcs
pcs
bd.ft.
pcs
Portland Cement
Sand
Gravel
Concrete Hollow Blocks
10 mmØ Deformed Bar
16 mmØ Deformed Bar
2”x2”x12’ lumber
Sheathing Board
197.00
650.00
700.00
10.50
115.00
155.00
28.00
350.00
4,531.00
975.00
1,925.00
2,593.50
6,555.00
5,580.00
448.00
700.00
Total Material Cost 23,307.50
B. Estimated Labor Cost (45%) 10,488.38
C. Professional Fee (10%) 2,330.75
D. VAT (12%) 2,796.90
E. Contingency Fund (5%) 1,165.38
Estimated Grand Total Cost 40,088.90
Table 7 shows the summary of cost and estimates for materials, labor,
and other construction expenses. It includes the estimated cost of labor,
professional fee, and value added tax. It also shows the grand total cost with the
total amount of Php 40, 088.90.
Table 8 on the next page, presents the cost and estimates for materials,
labor, and other construction expenses of gate 1-exit.
Table 8
Cost and Estimates for Materials, Labor, and Other Construction Expenses of Gate 1-Exit
Quantity Unit Description Unit Price Amount
23.00
1.50
2.75
247.00
57.00
36.00
16.00
2.00
bags
m3
m3
pcs
pcs
pcs
bd.ft.
pcs
Portland Cement
Sand
Gravel
Concrete Hollow Blocks
10 mmØ Deformed Bar
16 mmØ Deformed Bar
2”x2”x12’ lumber
Sheathing Board
197.00
650.00
700.00
10.50
115.00
155.00
28.00
350.00
4,531.00
975.00
1,925.00
2,593.50
6,555.00
5,580.00
448.00
700.00
Total Material Cost 23,307.50
B. Estimated Labor Cost (45%) 10,488.38
C. Professional Fee (10%) 2,330.75
D. VAT (12%) 2,796.90
E. Contingency Fund (5%) 1,165.38
Estimated Grand Total Cost 40,088.90
Table 8 shows the summary of cost and estimates for materials, labor,
and other construction expenses. It includes the estimated cost of labor,
professional fee, and value added tax. It also shows the grand total cost with the
total amount of Php 40, 088.90.
Table 9 on the next page, presents the cost and estimates for materials,
labor, and other construction expenses of gate 2.
Table 9
Cost and Estimates for Materials, Labor, and Other Construction Expenses of Gate 2
Quantity Unit Description Unit Price Amount
50.00
3.00
5.75
580.00
88.00
55.00
17.00
6.00
bags
m3
m3
pcs
pcs
pcs
bd.ft.
pcs
Portland Cement
Sand
Gravel
Concrete Hollow Blocks
10 mmØ Deformed Bar
16 mmØ Deformed Bar
2”x2”x12’ lumber
Sheathing Board
197.00
650.00
700.00
10.50
115.00
155.00
28.00
350.00
9,850.00
1,950.00
4,025.00
6,090.00
10,120.00
8,525.00
1,904.00
2,100.00
Total Material Cost 44,564.00
B. Estimated Labor Cost (45%) 20,053.80
C. Professional Fee (10%) 4,456.40
D. VAT (12%) 5,347.68
E. Contingency Fund (5%) 2,228.20
Estimated Grand Total Cost 76,650.08
Table 9 shows the summary of cost and estimates for materials, labor,
and other construction expenses. It includes the estimated cost of labor,
professional fee, and value added tax. It also shows the grand total cost with the
total amount of Php 76, 650.08.
Table 10 on the next page, presents the cost and estimates for materials,
labor, and other construction expenses of gate 3.
Table 10
Cost and Estimates for Materials, Labor, and Other Construction Expenses of Gate 3
Quantity Unit Description Unit Price Amount
23.00
1.50
2.75
247.00
57.00
36.00
4.00
2.00
bags
m3
m3
pcs
pcs
pcs
bd.ft.
pcs
Portland Cement
Sand
Gravel
Concrete Hollow Blocks
10 mmØ Deformed Bar
16 mmØ Deformed Bar
2”x2”x12’ lumber
Sheathing Board
197.00
650.00
700.00
10.50
115.00
155.00
28.00
350.00
4,531.00
975.00
1,925.00
2,593.00
6,555.00
5,580.00
448.00
700.00
Total Material Cost 23,307.50
B. Estimated Labor Cost (45%) 10,488.38
C. Professional Fee (10%) 2,330.75
D. VAT (12%) 2,796.90
E. Contingency Fund (5%) 1,165.38
Estimated Grand Total Cost 40,088.90
Table 10 shows the summary of cost and estimates for materials, labor,
and other construction expenses. It includes the estimated cost of labor,
professional fee, and value added tax. It also shows the grand total cost with the
total amount of Php 40, 088.90.
Table 11 on the next page, presents the cost and estimates for materials,
labor and other construction expenses of gate 4.
Table 11
Cost and Estimates for Materials, Labor, and Other Construction Expenses of Gate 4
Quantity Unit Description Unit Price Amount
23.00
1.50
2.75
247.00
57.00
36.00
4.00
2.00
bags
m3
m3
pcs
pcs
pcs
bd.ft.
pcs
Portland Cement
Sand
Gravel
Concrete Hollow Blocks
10 mmØ Deformed Bar
16 mmØ Deformed Bar
2”x2”x12’ lumber
Sheathing Board
197.00
650.00
700.00
10.50
115.00
155.00
28.00
350.00
4,531.00
975.00
1,925.00
2,593.00
6,555.00
5,580.00
448.00
700.00
Total Material Cost 23,307.50
B. Estimated Labor Cost (45%) 10,488.38
C. Professional Fee (10%) 2,330.75
D. VAT (12%) 2,796.90
E. Contingency Fund (5%) 1,165.38
Estimated Grand Total Cost 40,088.90
Table 11 shows the summary of cost and estimates for materials, labor,
and other construction expenses. It includes the estimated cost of labor,
professional fee, and value added tax. It also shows the grand total cost with the
total amount of Php 40, 088.90.
Table 12 on the next page, presents the cost and estimates for materials,
labor and other construction expenses of light post.
Table 12
Cost and Estimates for Materials, Labor, and Other Construction Expenses of Light Post
Quantity Unit Description Unit Price Amount
45.00
23.00
76.00
5.00
10.00
pcs
pcs
bags
m3
m3
Lights
Steel
Portland Cement
Sand
Gravel
350.00
250.00
197.00
650.00
700.00
15,750.00
5,750.00
14,972.00
3,250.00
7,000.00
Total Material Cost 46,722.00
B. Estimated Labor Cost (45%) 21,024.90
C. Professional Fee (10%) 4,672.20
D. VAT (12%) 5,606.64
E. Contingency Fund (5%) 2,336.10
Estimated Grand Total Cost 80,361.84
Table 12 shows the summary of cost and estimates for materials, labor,
and other construction expenses. It includes the estimated cost of labor,
professional fee, and value added tax. It also shows the grand total cost with
the total amount of Php 80, 361.84.
Table 13 on the next page, presents the cost and estimates for
materials, labor and other construction expenses of land mark.
Table 13
Cost and Estimates for Materials, Labor, and Other Construction Expenses of ECOzone Title (Land Mark)
Quantity Unit Description Unit Price Amount
1.50
0.50
0.50
50.00
3.80
---
1.00
bags
m3
m3
pcs
m3
---
m3
Portland Cement
Sand
Gravel
Concrete Hollow Blocks
Red Bricks
Seamless Weld Steel Letter
Top Soil
205.00
1,300.00
1,600.00
10.50
528.90
---
57.00
307.50
650.00
1,600.00
525.00
2,007.25
10,900.00
57.00
Total Material Cost 15,246.75
B. Estimated Labor Cost (45%) 6,861.04
C. Professional Fee (10%) 1,524.68
D. VAT (12%) 1,829.61
E. Contingency Fund (5%) 762.34
Estimated Grand Total Cost 26,224.41
Table 13 shows the summary of cost and estimates for materials, labor,
and other construction expenses. It includes the estimated cost of labor,
professional fee, and value added tax. It also shows the grand total cost with the
total amount of Php 26, 224.41.
Table 14 on the next page, presents the cost and estimates for materials,
labor and other construction expenses of plant box.
Table 14
Cost and Estimates for Materials, Labor, and Other Construction Expenses of Plant Box
Quantity Unit Description Unit Price Amount
23.00
4.00
0.50
3.50
1.90
1.00
pcs
bags
m3
m3
m3
set
Pebbles # 200/65
Portland Cement
Sand
Gravel
Red Bricks
Assorted Ornament Plants
10.50
205.00
1,300.00
1,600.00
528.90
8,000.00
241.50
717.50
650.00
800.00
1,004.91
8,000.00
Total Material Cost 11,414.00
B. Estimated Labor Cost (45%) 5,136.30
C. Professional Fee (10%) 1,141.40
D. VAT (12%) 1,369.68
E. Contingency Fund (5%) 570.70
Estimated Grand Total Cost 19,632.08
Table 14 shows the summary of cost and estimates for materials, labor,
and other construction expenses. It includes the estimated cost of labor,
professional fee, and value added tax. It also shows the grand total cost with
the total amount of Php 19, 632.08.
Table 15 on the next page, presents the cost and estimates for
materials, labor and other construction expenses of landscape.
Table 15
Cost and Estimates for Materials, Labor, and Other Construction Expenses of Landscape
Quantity Unit Description Unit Price Amount
13.00
1.00
2.00
1.00
12.30
10.00
bags
m3
m3
m3
m3
m2
Portland Cement
Sand
Gravel
Top Soil
Bricks
---
205.00
1,300.00
1,600.00
57.00
43.00
528.90
2,665.00
1,300.00
3,200.00
57.00
528.90
5,289.00
Total Material Cost 13,040.00
B. Estimated Labor Cost (45%) 5,868.00
C. Professional Fee (10%) 1,304.00
D. VAT (12%) 1,564.80
E. Contingency Fund (5%) 652.00
Estimated Grand Total Cost 22,428.80
Table 15 shows the summary of cost and estimates for materials, labor,
and other construction expenses. It includes the estimated cost of labor,
professional fee, and value added tax. It also shows the grand total cost with the
total amount of Php 22, 428.80.
Table 16 on the next page, presents the cost and estimates for materials,
labor and other construction expenses of emergency power generator.
Table 16
Cost and Estimates for Materials, Labor, and Other Construction Expenses of Emergency Power Generator
Quantity Unit Description Unit Price Amount
1.00 unit
Cummins Generator Set Brand New From 10kva to
2500Kva150,000.00 150,000.00
Total Material Cost 150,000.00
B. Estimated Labor Cost (45%) 67,500.00
C. Professional Fee (10%) 15,000.00
D. VAT (12%) 18,000.00
E. Contingency Fund (5%) 7,500.00
Estimated Grand Total Cost 258,000.00
Table 16 shows the summary of cost and estimates for materials, labor,
and other construction expenses. It includes the estimated cost of labor,
professional fee, and value added tax. It also shows the grand total cost with the
total amount of Php 258, 000.00.
Table 17 on the next page, presents the cost and estimates for materials,
labor and other construction expenses of drainage waste water treatment.
It shows the summary of cost and estimates for materials, labor, and other
construction expenses. It includes the estimated cost of labor, professional fee,
and value added tax. It also shows the grand total cost with the total amount of
Php 171, 484.00.
Table 17
Cost and Estimates for Materials, Labor, and Other Construction Expenses of Drainage Waste Water
Treatment
Quantity Unit Description Unit Price Amount
1.00 unitRWO WWT BIOPUR
waste-water treatment system
99,700.00 99,700.00
Total Material Cost 99,700.00
B. Estimated Labor Cost (45%) 44,865.00
C. Professional Fee (10%) 9,970.00
D. VAT (12%) 11,964.00
E. Contingency Fund (5%) 4,985.00
Estimated Grand Total Cost 171,484.00
Table 18 on the next page, presents the composite table of the
expenditures of the different project components of the proposed Cardona
Economic zone.
It shows the estimated grand total cost for the proposed Cardona
Economic zone, which consist of concrete road, creek, perimeter fence, gate,
light post, land mark, plant box, landscape, emergency power generator and
drainage waste water treatment.
Table 18
Composite Table of the Expendituresof the Different Project Components
DifferentProject Components
Total Cost
Concrete Road
Creek
Perimeter Fence
Gate 1-Entrance
Gate 1-Exit
Gate 2
Gate 3
Gate 4
Light Post
Land Mark
Plant Box
Landscape
Emergency Power Generator
Drainage Waste Water Treatment
39,461,051.00
14,617,871.07
989,602.00
40,088.90
40,088.90
76,650.08
40,088.90
40,088.90
80,361.84
26,224.41
19,632.08
22,428.80
258,000.00
171,484.00
Estimated Grand Total Cost 55,883,661.00
The estimated budget needed for the proposed Cardona Economic Zone
is inexactly Php 55,883,661.00. This includes the material cost, labor cost,
professional fee, value added tax, and contingency fund of the different project
components.
Socio – Economic Benefits
The proposed Cardona Economic Zone is a project that will help bring out
the best of a community. It is intentionally proposed for the development of the
town area and to give the residents of the municipality surrounding the area the
chance to help, and to take part in the development of their town. The full
development of this project will help cater the potentials of all the resources in
Cardona, its residents, the lake water, and its products.
The main goal of this project is to balance the development of the different
regions of the community. Economically, this proposed project will be a help to
give the community an equally ideally developed balance agricultural,
commercial and recreational regions. The initiative of decentralizing the function
of the municipality will be the key to the development of the community. With this,
the municipality of Cardona, will be known in the province of Rizal.
It will also advertise the town to the province of Rizal by establishing
linkages with its surrounding communities. And by linking to its neighborhood
communities the economic growth of Cardona will help sell the town itself to the
entire province. This will call for more local and foreign investors from all around
the place.
Table 19 on the next page, presents the socio-economic benefits derived
from the project in direct impact.
Table 19
Socio-Economic Benefits Derived from the Project
Direct ImpactEstimated Number of
Persons BenefitedI. Employment
1. Administration Office 72. Engineering Office 73. Maintenance Section 74. Construction Section 75. Planning Section 76. Finance Section 77. HR Office 78. Record Office 59. Janitorial Services 1510.Guard/Traffic Aide 15
Total = 82 - 90
Table 19 presents the estimated number of persons that could get direct
employment in the proposed Economic Zone. This includes direct employments
for positions in administration office, engineering office, maintenance section,
construction section, planning section, finance section, hr office, record office,
and janitorial services. The estimated number of persons benefited ranges from
82-90 employees. Positions available for direct employment includes chief of
section, engineer, draftsman, clerk, secretary, accountant, surveyor, IT expert,
janitor, guard, traffic aide, driver and office related jobs. It does not include
jobseekers to be hired by the different firms inside the Economic Zone.
The proposed project will open job opportunities for the local residents of
Cardona. The future professionals of Cardona will be given a chance to work for
their town. Direct employment will be open for every aspiring workers of
Cardona. This will develop the potentials and the Human Resources of the
Municipality. The confidence in working of the possible employees of the
proposed project will step – up into a new level of quality working.
Table 20 presents the socio-economic benefits derived from the project in
indirect impact.
Table 20
Socio-Economic Benefits Derived from the Project
Indirect ImpactEstimated Number of
Persons Benefited1. Vendors 202. Tricycle Drivers 203. Fisherman 30
Total = 70 - 75
Table 20 presents the estimated number of persons that could be
indirectly employed in the development of the proposed project. It includes
vendors, tricycle drivers, and fisherman residing in the area. An estimated
number of 20 vendors, 20 tricycle drivers, and 30 fishermen could benefit in the
proposed Economic Zone. It ranges from 70-75 persons which could be included
in the indirect employment to be offered by the proposed project.
In indirect employment vendors who would like to join in the proposed
economic zone will be given chance to work and be part of the proposed project.
This will also add to the income of some tricycle and jeepney drivers, to include
the proposed economic zone as part of their route.
The proposed Cardona economic zone will generate an income from the
taxes of the operated businesses in the area. The strategically zoning of the
economic regions will meet the needs of the local residents in the area.
NOTES
1 “Topography”. Eco-Profile Cardona, 2010.
2 “Slope”. Eco-Profile Cardona, 2010.
3 “Slope”. Eco-Profile Cardona, 2010.
4 “Population”. Eco-Profile Cardona, 2010.
5 “Available Skills”. Eco-Profile Cardona, 2010.
6 “Water Supply”. Eco-Profile Cardona, 2010.
7 “Electric Supply”. Eco-Profile Cardona, 2010.
8 “Communication”. Eco-Profile Cardona, 2010.
9 “Waste Disposal”. Eco-Profile Cardona, 2010.
10 “Atmospheric Condition”. Eco-Profile Cardona, 2010.
11 “Local Products”. Eco-Profile Cardona, 2010.
Chapter 4
SUMMARY OF FINDINGS, CONCLUSIONS AND RECOMMENDATIONS
This chapter presents the findings, conclusions and recommendations
derived after the completion of the study.
Summary of Findings
After the study was completed, the researchers came up with the following
summary of findings based on the objectives of the study.
6. The researchers analyzed the feasibility of the project’s site in terms of its:
6.1. Location;
The proposed Economic Zone is located in the boundary of three
different barangays in Cardona; Brgy. Dalig, Patunhay, and Real. These
different barangays offers to the full development of the site.
6.2. Accessibility;
The site is accessible through land and water. It is along the
National road and Dr. Estacio Road that has a wide of 6 meters. Heavy
and light vehicles could access the site. The diversion road is also
available to evade the traffic in the National Road.
6.3. Topography;
The site is surrounded by the lake water covering. It has a general
characteristic of sloping to rolling.
6.4. Population Composite;
The Annual population of Cardona increases for about 4 percent of
its previous record. Its population is considered to be the average
population in the province of Rizal
6.5. Site utilities;
There are already site utilities existing in Cardona. Only the
problem in liquid waste disposal is not specified.
6.6. Atmospheric conditions;
The climate in Cardona is characterized by two pronounce
seasons. A wind speed of 10 kilometer per hour prevails in the southeast
of the site.
6.7. Local Products:
The local products in Cardona are bangus and Tilapia, production
of bamboo furniture and exported miniature plants.
7. The development of the project will require massive amount of support from
the provincial and national government.
8. The different amenities and utilities in the proposed project cater the
potentials existing in the site.
9. The entire development of the proposed Cardona Economic Zone will
approximately cost Php 55,883,661.00. This includes the material cost, labor
cost, professional fee, value added tax, and contingency fund of the different
project components.
10.The Socio-economic benefits resulting from the project are generating
employment for the residents of Cardona. The estimated number of persons
benefited in direct employment ranges from 82-90, while in indirect
employment ranges from 70-75.
Conclusions
Based on the review of the findings, the researchers concluded the
following:
1. The site is limited only to number of vehicles that could operate in the
proposed Economic Zone. The recorded measurement of the National
Road is not enough once the Economic Zone is already on operation.
2. Since the site is surrounded by the lake water covering, there is still a
question when it comes to its flood control.
3. Cardona relies only to MERALCO as its source of power.
4. There is a problem regarding the liquid waste disposal of the site.
5. The annual income of Cardona is not enough to support the entire
development of the proposed Economic Zone.
6. The development of the Proposed Economic Zone will surely balance the
economic growth of Cardona.
7. If succeeded in establishing the proposed project, Cardona will top as one
of the well-developed town in Rizal.
8. Through careful study and zoning, the proposed project will cater the
different resources of Cardona.
Recommendations
Based on the findings and conclusions made, the following are highly
recommended:
1. As the Economic Zone is already on operation, it will turn Cardona to a
busy area. The municipality of Cardona should request from the provincial
government for the widening of the existing roads in Cardona.
2. The site is prone to flood because of its topographic location. The
municipality of Cardona should conduct a study for the construction of a
pumping station of the proposed Economic Zone.
3. The authorities should allocate budget for the development and
construction of the proposed structures and roads of the ecozone.
4. Since the project will require immense budget, partial construction of the
site is suggested to be implemented. Commercial and Recreational
regions near the public are recommended to be developed first.
5. Authorities should give assurance and permission for proper placement of
signages of the ecozone.
6. Further study is recommended for the continuous development of the
area. Strategic plans should be considered to support the development of
Cardona Economic Zone.
BIBLIOGRAPHY
A. Books
Coombs, Philip H. The World Educational Crisis: A System Analysis, New York: Oxford University, 1968.
Development Academy of the Philippines. “How to Develop Project Feasibility Studies.” Manila: Sigma-Tala Publishers, Inc. 1978.
Muro, Vicente. “Preparing Project Feasibility Studies.” Quezon City: Phoenix Press, Incorporation, 1975.
Weber, Alfred. “Location Theory”. Theory of the Location of Industries,1929.
B. Internet
Clark Subic Marketing et.al, Clark Freeport (Clark Air Base) Pampanga Philippines, Clark Freeport Zone information, Import/Incentive, 2007.
Razvojna agencia, “Small Economic Zone,” www.rasb.hr/investcije/investment_oppotunities_small_economic
zone_bjelis_/defualt.arspx . 2000.
“Special Economic Zone Act”. Republic Act 7916. Section 12, Article XII.www.bcda.gov.ph/file_attachments/0000/1630/RA_7916.pdf.
Zealep Incorporation, “Paseo Del Rio Revised Rendering”, www.cagayandeorodev.com, 2011.
C. Unpublished Materials
Castell, Marvin. “Assessing the Role of Government Institutions Supporting Industrial Adjustment in the Philippines”, the case of PEZA, CITEM and DBP.
“Economic Status”. Eco-Profile of Cardona, 2010.
ERIA Discussion Paper Series, “Special Economic Zones and Economic Corridors”, June 2009.
“History and Background”. Municipal of Cardona Annual Report, 2010.
Municipal Planning and Development Office, “Binangonan Development Plan”.Report, Binangonan, Rizal, 2010.
Zaw, Myinmo and Kudo, Toshihiro. “A Study on Economic Corridors and Industrial Zones, Ports, and Metropolitan and Alternative Roads in Myanmar” Chapter IV.
APPENDIX A
Computation for the Estimated Budget of
Ecozone Road
Concrete Road
Total Length of Road is 1, 745 m and 6 m wide. 0.15 THK PCCP will cost
Php 1, 872.00 per m2.
Solution for Total Area
A = L x W
A = 1, 745 m x 6 m
A = 10, 470 m2
Cost = 10, 470 m2 x Php 1, 872.00/m2
Cost = Php 19, 599, 840.00
Pathwalk
Total Length of pathwalk is 1, 745 m and 1.2 m wide. It will cost Php
503.00 per m2 of pathwalk.
Solution for Total Area
A = L x W
A = 1, 745 m x 1.2 m
A = 2, 094.00 m2 x 2 (both sides)
A = 4, 188 m2
Cost = 4, 188 m2 x Php 503.00/m2
Cost = Php 2, 106, 564.00
Crushed Aggregate base Course
Total Length of Road is 1, 745 m and 6 m wide. It will cost Php 546.93 per
m3 of crushed aggregate base course.
Solution for Total Volume
V = L x W x T
V = 1, 745 m x 6 m x 0.10 m
V = 1, 047 m3
Cost = 1, 047 m3 x Php 546.93/m3
Cost = Php 572, 635.71
Aggregate base Course
Total Length of Road is 1, 745 m and 6 m wide. It will cost Php 633.65 per
m3 of crushed aggregate base course.
Solution for Total Volume
V = L x W x T
V = 1, 745 m x 6 m x 0.10 m
V = 1, 047 m3
Cost = 1, 047 m3 x Php 633.65/m3
Cost = Php 663, 431.55
Total Cost of Ecozone Road
Total = Php 19, 599, 840.00
Php 2, 106, 564.00
Php 572, 635.71
+ Php 663, 431.55
Php 22, 942, 471.50
APPENDIX B
Computation for the Estimated Budget of
Riprapping of Creek
Creek (Stone Masonry)
Total Length of Creek is 327.95 m and 4.05 m2 area of riprap. Stone
masonry will cost Php 3, 109.00 per m3.
Solution for Total Volume
V = L x Area
V = 327.95 m x 4.05 m2
V = 1, 328.1975 m3 x 2 (both sides)
V = 2, 656.395 m3
Cost = 2, 656.395 m3 x Php 3, 109.00/m3
Cost = Php 8, 258, 732.25
Pavement
Total Length of Creek is 327.95 m and 0.3 m2 area of pavement. It has a
thickness of 0.15 m.
Solution for Total Volume
V = L x Area
V = 327.95 m x 0.3 m2
V = 98.385 m3
Cement: 98.385 x 6.5 = 640 bags x Php 197.00 = Php 126, 080.00
Sand: 98.385 x 0.43 = 42.50 m3 x Php 650.00 = Php 27, 625.00
Gravel: 98.385 x 0.86 = 84.75 m3 x Php 700.00 = Php 59, 325.00
Cost = Php 126, 080.00
Php 27, 625.00
+ Php 59, 325.00
Cost = Php 213, 030.00
Total Cost of Creek
Total = Php 8, 258, 732.25
+ Php 213, 030.00
Php 8, 498, 762.25
APPENDIX C
Computation for the Estimated Budget of
Gate 1
Cement, Sand, and Gravel
CLASS A
Cement (bag) Sand (m3) Gravel (m3)
7.5 .42 .84
o Pavement (100mm THK)
100mm = 0.1M
Volume = 1.2m x 2m x 0.1m
= 0.24 m3
Cement = 0.24 m3 x 7.5 = 1.8
Sand = 0.24 m3 x 0.42 = 0.1 m3
Gravel = 0.24 m3 x .84 = 0.2 m3
o Column (6 sets)
Volume = 0.15m x 0.40m x 4.35m
= 0.261 m3 (6 sets)
= 0.783 m3
Cement =0.783 m3 x 7.5 = 5.87
Sand =0.783 m3 x 0.42 = 0.33 m3
Gravel =0.783 m3 x .84 = 0.66 m3
o Footing (6 sets)
Volume = 0.8m x 0.8m x 0.25m
= 0.16 m3 (6 sets)
= 0.96 m3
Cement = 0.96 m3 x 7.5 = 7.2
Sand = 0.96 m3 x 0.42 = 0.40 m3
Gravel = 0.96 m3 x .84 = 0.81 m3
o Beam
Volume = 0.15m x 0.40m x 6.4 m (length)
= 0.384 m3
Cement = 0.384 m3 x 7.5 = 2.88
Sand = 0.384 m3 x 0.42 = 0.16 m3
Gravel = 0.384 m3 x .84 = 0.32 m3
o Wall Footing (perimeter)
Volume = 0.25m x 0.40m x 6.4 m (length)
= 0.64 m3
Cement = 0.64 m3 x 7.5 = 4.8
Sand = 0.64 m3 x 0.42 = 0.27 m3
Gravel = 0.64 m3 x .84 = 0.54 m3
Summation of Cement, Sand, and Gravel
Cement (bags) Sand (m3) Gravel (m3)
Pavement = 1.8 0.1 m3 0.2 m3
Column = 5.87 0.33 m3 0.66 m3
Footing = 7.2 0.40 m3 0.81 m3
Beam = 2.88 0.16 m3 0.32 m3
Wall Footing = 4.8 0.27 m3 0.54 m3
22.55 1.26 2.53
23 bags 1.50 m3 2.75 m3
Cement: 23 bags x Php 197.00 = Php 4, 531.00
Sand: 1.50 m3 x Php 650.00 = Php 975.00
Gravel: 2.75 m3 x Php 700.00 = Php 1, 925.00
Cost of Cement, Sand and Gravel
Cost = Php 4, 531.00
Php 975.00
+ Php 1, 925.00
Php 7, 431.00
Concrete Hollow Blocks
o Area of Wall
A = (1.2 + 2 + 1.2 + 2) x 3 m
= 19.2 m2
o CHB
CHB = 19.2 m2 x 12.5
= 240 pcs
= or 240 (.03)
= 7.2 or 7
= 240 + 7
= 247 pcs of CHB
Cost = 247 pcs of CHB x Php 10.50
Cost = Php 2, 593.50
Lateral Ties and Stirrups
o Column (Lateral Ties)
10mmØ 1 @ 50, 8 @ 75, rest @ 150mm to center
Perimeter LT= (0.13 x 2) + (0.38 x 2) + (0.06 x 2)
= 0.26 + 0.76 + 0.12
= 1.14 m
Pcs / deformed bar= 6.1m ÷ 1.14
= 5.35 or 5 pcs
Lateral Ties for Column
=3.7 ÷ 0.15
= 24.67 or 24 pcs
= (24 pcs + 9 pcs) 6
= 198 pcs
Deformed bar= 198 ÷ 5
= 39.6 or
= 40 deformed bars
o Beam (Stirrups)
10mmØ 1 @ 200mm to center
Perimeter Stirrups= (0.18 x 2) + (0.38 x 2) + (0.06 x 4)
= 0.36 + 0.76 + 0.12
= 1.24 m
Pcs / deformed bar= 6.1m ÷ 1.24
= 4.92 or 4 pcs
Length of Beam =
=
=
(1.2 x 2) + (2 x 2)
2.4 + 4
6.4M
Stirrups for Beam= 6.4 ÷ 0.20
= 32 pcs
Deformed bar= 32 ÷ 4
= 8 deformed bars
Main Bars
o Column
4 – 16mmØ
Length = 4.35 + 0.50
= 4.85 m
Deformed bar= 4 pcs x 6 columns
= 24 deformed bars
o Beam
4 – 16mmØ
= 6.4 ÷ 6.1
= 1.05 or 1 bar
Deformed bar= 4 pcs x 1
= 4 deformed bars
Column Footing Reinforcement
o CF-1
4 – 16mmØ
Length = 0.80 – (2 x 0.05) + (0.1 x 2)
= 0.80 – 0.1 + 0.2
= 0.90 m
Pcs / Deformed bar= 6.1 ÷ 0.90
= 6.78 or 6 pcs
Reinforcement bar= 8 pcs x 6 columns
= 48 deformed bars
= 48 ÷ 6
= 8 deformed bars
Wall Footing Reinforcement
o WF-1 (Ties)
10mmØ @ 0.20m to center
Length = 0.40 – (2 x 0.01) + (0.06 x 2)
= 0.40 – 0.02 + 0.12
= 0.38 + 0.12
= 0.5 m
Pcs / Deformed bar= 6.1 ÷ 0.5
= 12.2 or 12 pcs
Length of Wall Footing =
=
=
(1.2 x 2) + (2 x 2)
2.4 + 4
6.4M
Ties for Wall footing= 6.4 ÷ 0.20
= 32 pcs
Deformed bar= 32 ÷ 12
= 2.67 or
= 3 deformed bars
o WF-1 (Main Bar)
3 - 10mmØ
Length of Wall Footing =
=
=
(1.2 x 2) + (2 x 2)
2.4 + 4
6.4M
= 6.4 ÷ 6.1
= 1.05
= 2 bars
Deformed bar= 2 bars x 3
= 6 deformed bars
Summation of Deformed Bars
10 mm Ø 16 mm Ø
40 deformed bars
8 deformed bars
3 deformed bars
6 deformed bars
24 deformed bars
4 deformed bars
8 deformed bars
57 36
10mmØ: 57 x Php 115.00 = Php 6, 555.00
16mmØ: 36 x Php 155.00 = Php 5, 580.00
Cost of Deformed Bars
Cost = Php 6, 555.00
+ Php 5, 580.00
Php 12, 135.00
Ceiling
2” x 2” studs with 16” x 24” spacing
Ceiling Joists
Vertical 16” = 0.4M
= 1.2M ÷ 0.4M
= 3
= 3 + 1
= 4 pcs
Horizontal 24” = 0.6096M
= 2M ÷ 0.6096M
= 3.28 or 3
= 3 + 1
= 4 pcs
o Length of Studs 1&2
Vertical 2M = 6.56’
= 7’ or
= 8’
Horizontal 1.2M = 3.94’
= 4’
ORDER:
Vert. = 4 pcs of 2” x 2” x 8’
Horiz. = 4 pcs of 2” x 2” x 4’ or
= 4 pcs of 2” x 2” x 12’
Bd. Ft. = 4 pcs of 2” x 2” x 12’
12
=192
12
= 16 bd. ft.
o Sheathing Board
6.56’ ÷ 4’ = 1.64 or 2 2 x 1 = 2 pcs of sheathing board
3.94’ ÷ 8’ = 0.49 or 1
2”x2”x12’: 16 bd. ft. x Php 28.00 = Php 448.00
Sheathing board: 2 pcs x Php 350.00 = Php 700.00
Cost of Ceiling
Cost = Php 448.00
+ Php 700.00
Php 1, 148.00
Total Cost of Gate 1-entrance
Total = Php 7, 431.00
Php 2, 593.50
Php 12, 135.00
+ Php 1, 148.00
Php 23, 307.50
Total Cost of Gate 1-entrance and exit
Total = Php 23, 307.50 x 2 (Gate 1-exit)
Total = Php 46, 615.00
APPENDIX D
Computation for the Estimated Budget of
Gate 2
Cement, Sand, and Gravel
CLASS A
Cement (bag) Sand (m3) Gravel (m3)
7.5 .42 .84
o Pavement (100mm THK)
100mm = 0.1M
Volume = 5.5m x 2m x 0.1m
= 1.1 m3
Cement = 1.1 m3 x 7.5 = 8.25
Sand = 1.1 m3 x 0.42 = 0.46 m3
Gravel = 1.1 m3 x .84 = 0.92 m3
o Column (8 sets)
Volume = 0.15m x 0.40m x 4.35m
= 0.261 m3 (8 sets)
= 2.088 m3
Cement =2.088 m3 x 7.5 = 15.66
Sand =2.088 m3 x 0.42 = 0.88 m3
Gravel =2.088 m3 x .84 = 1.75 m3
o Footing (8 sets)
Volume = 0.8m x 0.8m x 0.25m
= 0.16 m3 (8 sets)
= 1.28 m3
Cement = 1.28 m3 x 7.5 = 9.6
Sand = 1.28 m3 x 0.42 = 0.54 m3
Gravel = 1.28 m3 x .84 = 1.08 m3
o Beam
Volume = 0.15m x 0.40m x 13.4 m (length)
= 0.804 m3
Cement = 0.804 m3 x 7.5 = 6.03
Sand = 0.804 m3 x 0.42 = 0.34 m3
Gravel = 0.804 m3 x .84 = 0.68 m3
o Wall Footing (perimeter)
Volume = 0.25m x 0.40m x 13.4 m (length)
= 1.34 m3
Cement = 1.34 m3 x 7.5 = 10.05
Sand = 1.34 m3 x 0.42 = 0.56 m3
Gravel = 1.34 m3 x .84 = 1.13 m3
Summation of Cement, Sand, and Gravel
Cement (bags) Sand (m3) Gravel (m3)
Pavement = 8.25 0.46 m3 0.92 m3
Column = 15.66 0.88 m3 1.75 m3
Footing = 9.6 0.54 m3 1.08 m3
Beam = 6.03 0.34 m3 0.68 m3
Wall Footing = 10.05 0.56 m3 1.13 m3
49.59 2.78 5.56
50 bags 3 m3 5.75 m3
Cement: 50 bags x Php 197.00 = Php 9, 850.00
Sand: 3 m3 x Php 650.00 = Php 1, 950.00
Gravel: 5.75 m3 x Php 700.00 = Php 4, 025.00
Cost of Cement, Sand and Gravel
Cost = Php 9, 850.00
Php 1, 950.00
+ Php 4, 025.00
Php 15, 825.00
Concrete Hollow Blocks
o Area of Wall
A = (5.5 + 2 + 5.5 + 2) x 3 m
= 45 m2
o CHB
CHB = 45 m2 x 12.5
= 562.5 pcs
= or 563 (.03)
= 16.89 or 17
= 563 + 17
= 580 pcs of CHB
Cost = 580 pcs of CHB x Php 10.50
Cost = Php 6, 090.00
Lateral Ties and Stirrups
o Column (Lateral Ties)
10mmØ 1 @ 50, 8 @ 75, rest @ 150mm to center
Perimeter LT= (0.13 x 2) + (0.38 x 2) + (0.06 x 2)
= 0.26 + 0.76 + 0.12
= 1.14 m
Pcs / deformed bar= 6.1m ÷ 1.14
= 5.35 or 5 pcs
Lateral Ties for Column
=3.7 ÷ 0.15
= 24.67 or 24 pcs
= (24 pcs + 9 pcs) 8
= 264 pcs
Deformed bar= 264 ÷ 5
= 52.8 or
= 53 deformed bars
o Beam (Stirrups)
10mmØ 1 @ 200mm to center
Perimeter Stirrups= (0.18 x 2) + (0.38 x 2) + (0.06 x 4)
= 0.36 + 0.76 + 0.12
= 1.24 m
Pcs / deformed bar= 6.1m ÷ 1.24
= 4.92 or 4 pcs
Length of Beam =
=
=
(5.5 x 2) + (2 x 2)
11 + 4
15M
Stirrups for Beam= 15 ÷ 0.20
= 75 pcs
Deformed bar= 75 ÷ 4
= 19 deformed bars
Main Bars
o Column
4 – 16mmØ
Length = 4.35 + 0.50
= 4.85 m
Deformed bar= 4 pcs x 8 columns
= 32 deformed bars
o Beam
4 – 16mmØ
= 15 ÷ 6.1
= 2.46 or 3 bar
Deformed bar= 4 pcs x 3
= 12 deformed bars
Column Footing Reinforcement
o CF-1
4 – 16mmØ
Length = 0.80 – (2 x 0.05) + (0.1 x 2)
= 0.80 – 0.1 + 0.2
= 0.90 m
Pcs / Deformed bar= 6.1 ÷ 0.90
= 6.78 or 6 pcs
Reinforcement bar= 8 pcs x 8 columns
= 64 deformed bars
= 64 ÷ 6
= 11 deformed bars
Wall Footing Reinforcement
o WF-1 (Ties)
10mmØ @ 0.20m to center
Length = 0.40 – (2 x 0.01) + (0.06 x 2)
= 0.40 – 0.02 + 0.12
= 0.38 + 0.12
= 0.5 m
Pcs / Deformed bar= 6.1 ÷ 0.5
= 12.2 or 12 pcs
Length of Wall Footing =
=
=
(5.5 x 2) + (2 x 2)
11 + 4
15M
Ties for Wall footing= 15 ÷ 0.20
= 75 pcs
Deformed bar= 75 ÷ 12
= 6.25 or
= 7 deformed bars
o WF-1 (Main Bar)
3 - 10mmØ
Length of Wall Footing =
=
=
(5.5 x 2) + (2 x 2)
11 + 4
15M
= 15 ÷ 6.1
= 2.46
= 3 bars
Deformed bar= 3 bars x 3
= 9 deformed bars
Summation of Deformed Bars
10 mm Ø 16 mm Ø
53 deformed bars
19 deformed bars
7 deformed bars
9 deformed bars
32 deformed bars
12 deformed bars
11 deformed bars
88 55
10mmØ: 88 x Php 115.00 = Php 10, 120.00
16mmØ: 55 x Php 155.00 = Php 8, 525.00
Cost of Deformed Bars
Cost = Php 10, 120.00
+ Php 8, 525.00
Php 18, 645.00
Ceiling
2” x 2” studs with 16” x 24” spacing
Ceiling Joists
Vertical 16” = 0.4M
= 5.5M ÷ 0.4M
= 13.75
= 14 + 1
= 15 pcs
Horizontal 24” = 0.6096M
= 2M ÷ 0.6096M
= 3.28 or 3
= 3 + 1
= 4 pcs
o Length of Studs 1&2
Vertical 2M = 6.56’
= 7’ or
= 8’
Horizontal 5.5M = 18.04’
= 20’
ORDER:
Vert. = 15 pcs of 2” x 2” x 8’
Horiz. = 4 pcs of 2” x 2” x 20’ or
= 17 pcs of 2” x 2” x 12’
Bd. Ft. =
17 pcs of 2” x 2” x 12’
12
=816
12
= 68 bd. ft.
o Sheathing Board
6.56’ ÷ 4’ = 1.64 or 2 2 x 3 = 6 pcs of sheathing board
18.04’ ÷ 8’ = 2.26 or 3
2”x2”x12’: 68 bd. ft. x Php 28.00 = Php 1, 904.00
Sheathing board: 6 pcs x Php 350.00 = Php 2, 100.00
Cost of Ceiling
Cost = Php 1, 904.00
+ Php 2, 100.00
Php 4, 004.00
Total Cost of Gate 2
Total = Php 15, 825.00
Php 6, 090.00
Php 18, 645.00
+ Php 4, 004.00
Php 44, 564.00
APPENDIX E
Computation for the Estimated Budget of
Gate 3
Cement, Sand, and Gravel
CLASS A
Cement (bag) Sand (m3) Gravel (m3)
7.5 .42 .84
o Pavement (100mm THK)
100mm = 0.1M
Volume = 1.2m x 2m x 0.1m
= 0.24 m3
Cement = 0.24 m3 x 7.5 = 1.8
Sand = 0.24 m3 x 0.42 = 0.1 m3
Gravel = 0.24 m3 x .84 = 0.2 m3
o Column (6 sets)
Volume = 0.15m x 0.40m x 4.35m
= 0.261 m3 (6 sets)
= 0.783 m3
Cement =0.783 m3 x 7.5 = 5.87
Sand =0.783 m3 x 0.42 = 0.33 m3
Gravel =0.783 m3 x .84 = 0.66 m3
o Footing (6 sets)
Volume = 0.8m x 0.8m x 0.25m
= 0.16 m3 (6 sets)
= 0.96 m3
Cement = 0.96 m3 x 7.5 = 7.2
Sand = 0.96 m3 x 0.42 = 0.40 m3
Gravel = 0.96 m3 x .84 = 0.81 m3
o Beam
Volume = 0.15m x 0.40m x 6.4 m (length)
= 0.384 m3
Cement = 0.384 m3 x 7.5 = 2.88
Sand = 0.384 m3 x 0.42 = 0.16 m3
Gravel = 0.384 m3 x .84 = 0.32 m3
o Wall Footing (perimeter)
Volume = 0.25m x 0.40m x 6.4 m (length)
= 0.64 m3
Cement = 0.64 m3 x 7.5 = 4.8
Sand = 0.64 m3 x 0.42 = 0.27 m3
Gravel = 0.64 m3 x .84 = 0.54 m3
Summation of Cement, Sand, and Gravel
Cement (bags) Sand (m3) Gravel (m3)
Pavement = 1.8 0.1 m3 0.2 m3
Column = 5.87 0.33 m3 0.66 m3
Footing = 7.2 0.40 m3 0.81 m3
Beam = 2.88 0.16 m3 0.32 m3
Wall Footing = 4.8 0.27 m3 0.54 m3
22.55 1.26 2.53
23 bags 1.50 m3 2.75 m3
Cement: 23 bags x Php 197.00 = Php 4, 531.00
Sand: 1.50 m3 x Php 650.00 = Php 975.00
Gravel: 2.75 m3 x Php 700.00 = Php 1, 925.00
Cost of Cement, Sand and Gravel
Cost = Php 4, 531.00
Php 975.00
+ Php 1, 925.00
Php 7, 431.00
Concrete Hollow Blocks
o Area of Wall
A = (1.2 + 2 + 1.2 + 2) x 3 m
= 19.2 m2
o CHB
CHB = 19.2 m2 x 12.5
= 240 pcs
= or 240 (.03)
= 7.2 or 7
= 240 + 7
= 247 pcs of CHB
Cost = 247 pcs of CHB x Php 10.50
Cost = Php 2, 593.50
Lateral Ties and Stirrups
o Column (Lateral Ties)
10mmØ 1 @ 50, 8 @ 75, rest @ 150mm to center
Perimeter LT= (0.13 x 2) + (0.38 x 2) + (0.06 x 2)
= 0.26 + 0.76 + 0.12
= 1.14 m
Pcs / deformed bar= 6.1m ÷ 1.14
= 5.35 or 5 pcs
Lateral Ties for Column
=3.7 ÷ 0.15
= 24.67 or 24 pcs
= (24 pcs + 9 pcs) 6
= 198 pcs
Deformed bar= 198 ÷ 5
= 39.6 or
= 40 deformed bars
o Beam (Stirrups)
10mmØ 1 @ 200mm to center
Perimeter Stirrups= (0.18 x 2) + (0.38 x 2) + (0.06 x 4)
= 0.36 + 0.76 + 0.12
= 1.24 m
Pcs / deformed bar= 6.1m ÷ 1.24
= 4.92 or 4 pcs
Length of Beam =
=
=
(1.2 x 2) + (2 x 2)
2.4 + 4
6.4M
Stirrups for Beam= 6.4 ÷ 0.20
= 32 pcs
Deformed bar= 32 ÷ 4
= 8 deformed bars
Main Bars
o Column
4 – 16mmØ
Length = 4.35 + 0.50
= 4.85 m
Deformed bar= 4 pcs x 6 columns
= 24 deformed bars
o Beam
4 – 16mmØ
= 6.4 ÷ 6.1
= 1.05 or 1 bar
Deformed bar= 4 pcs x 1
= 4 deformed bars
Column Footing Reinforcement
o CF-1
4 – 16mmØ
Length = 0.80 – (2 x 0.05) + (0.1 x 2)
= 0.80 – 0.1 + 0.2
= 0.90 m
Pcs / Deformed bar= 6.1 ÷ 0.90
= 6.78 or 6 pcs
Reinforcement bar= 8 pcs x 6 columns
= 48 deformed bars
= 48 ÷ 6
= 8 deformed bars
Wall Footing Reinforcement
o WF-1 (Ties)
10mmØ @ 0.20m to center
Length = 0.40 – (2 x 0.01) + (0.06 x 2)
= 0.40 – 0.02 + 0.12
= 0.38 + 0.12
= 0.5 m
Pcs / Deformed bar= 6.1 ÷ 0.5
= 12.2 or 12 pcs
Length of Wall Footing =
=
=
(1.2 x 2) + (2 x 2)
2.4 + 4
6.4M
Ties for Wall footing= 6.4 ÷ 0.20
= 32 pcs
Deformed bar= 32 ÷ 12
= 2.67 or
= 3 deformed bars
o WF-1 (Main Bar)
3 - 10mmØ
Length of Wall Footing =
=
=
(1.2 x 2) + (2 x 2)
2.4 + 4
6.4M
= 6.4 ÷ 6.1
= 1.05
= 2 bars
Deformed bar= 2 bars x 3
= 6 deformed bars
Summation of Deformed Bars
10 mm Ø 16 mm Ø
40 deformed bars
8 deformed bars
3 deformed bars
6 deformed bars
24 deformed bars
4 deformed bars
8 deformed bars
57 36
10mmØ: 57 x Php 115.00 = Php 6, 555.00
16mmØ: 36 x Php 155.00 = Php 5, 580.00
Cost of Deformed Bars
Cost = Php 6, 555.00
+ Php 5, 580.00
Php 12, 135.00
Ceiling
2” x 2” studs with 16” x 24” spacing
Ceiling Joists
Vertical 16” = 0.4M
= 1.2M ÷ 0.4M
= 3
= 3 + 1
= 4 pcs
Horizontal 24” = 0.6096M
= 2M ÷ 0.6096M
= 3.28 or 3
= 3 + 1
= 4 pcs
o Length of Studs 1&2
Vertical 2M = 6.56’
= 7’ or
= 8’
Horizontal 1.2M = 3.94’
= 4’
ORDER:
Vert. = 4 pcs of 2” x 2” x 8’
Horiz. = 4 pcs of 2” x 2” x 4’ or
= 4 pcs of 2” x 2” x 12’
Bd. Ft. = 4 pcs of 2” x 2” x 12’
12
=192
12
= 16 bd. ft.
o Sheathing Board
6.56’ ÷ 4’ = 1.64 or 2 2 x 1 = 2 pcs of sheathing board
3.94’ ÷ 8’ = 0.49 or 1
2”x2”x12’: 16 bd. ft. x Php 28.00 = Php 448.00
Sheathing board: 2 pcs x Php 350.00 = Php 700.00
Cost of Ceiling
Cost = Php 448.00
+ Php 700.00
Php 1, 148.00
Total Cost of Gate 3
Total = Php 7, 431.00
Php 2, 593.50
Php 12, 135.00
+ Php 1, 148.00
Php 23, 307.50
APPENDIX E
Computation for the Estimated Budget of
Gate 4
Cement, Sand, and Gravel
CLASS A
Cement (bag) Sand (m3) Gravel (m3)
7.5 .42 .84
o Pavement (100mm THK)
100mm = 0.1M
Volume = 1.2m x 2m x 0.1m
= 0.24 m3
Cement = 0.24 m3 x 7.5 = 1.8
Sand = 0.24 m3 x 0.42 = 0.1 m3
Gravel = 0.24 m3 x .84 = 0.2 m3
o Column (6 sets)
Volume = 0.15m x 0.40m x 4.35m
= 0.261 m3 (6 sets)
= 0.783 m3
Cement =0.783 m3 x 7.5 = 5.87
Sand =0.783 m3 x 0.42 = 0.33 m3
Gravel =0.783 m3 x .84 = 0.66 m3
o Footing (6 sets)
Volume = 0.8m x 0.8m x 0.25m
= 0.16 m3 (6 sets)
= 0.96 m3
Cement = 0.96 m3 x 7.5 = 7.2
Sand = 0.96 m3 x 0.42 = 0.40 m3
Gravel = 0.96 m3 x .84 = 0.81 m3
o Beam
Volume = 0.15m x 0.40m x 6.4 m (length)
= 0.384 m3
Cement = 0.384 m3 x 7.5 = 2.88
Sand = 0.384 m3 x 0.42 = 0.16 m3
Gravel = 0.384 m3 x .84 = 0.32 m3
o Wall Footing (perimeter)
Volume = 0.25m x 0.40m x 6.4 m (length)
= 0.64 m3
Cement = 0.64 m3 x 7.5 = 4.8
Sand = 0.64 m3 x 0.42 = 0.27 m3
Gravel = 0.64 m3 x .84 = 0.54 m3
Summation of Cement, Sand, and Gravel
Cement (bags) Sand (m3) Gravel (m3)
Pavement = 1.8 0.1 m3 0.2 m3
Column = 5.87 0.33 m3 0.66 m3
Footing = 7.2 0.40 m3 0.81 m3
Beam = 2.88 0.16 m3 0.32 m3
Wall Footing = 4.8 0.27 m3 0.54 m3
22.55 1.26 2.53
23 bags 1.50 m3 2.75 m3
Cement: 23 bags x Php 197.00 = Php 4, 531.00
Sand: 1.50 m3 x Php 650.00 = Php 975.00
Gravel: 2.75 m3 x Php 700.00 = Php 1, 925.00
Cost of Cement, Sand and Gravel
Cost = Php 4, 531.00
Php 975.00
+ Php 1, 925.00
Php 7, 431.00
Concrete Hollow Blocks
o Area of Wall
A = (1.2 + 2 + 1.2 + 2) x 3 m
= 19.2 m2
o CHB
CHB = 19.2 m2 x 12.5
= 240 pcs
= or 240 (.03)
= 7.2 or 7
= 240 + 7
= 247 pcs of CHB
Cost = 247 pcs of CHB x Php 10.50
Cost = Php 2, 593.50
Lateral Ties and Stirrups
o Column (Lateral Ties)
10mmØ 1 @ 50, 8 @ 75, rest @ 150mm to center
Perimeter LT= (0.13 x 2) + (0.38 x 2) + (0.06 x 2)
= 0.26 + 0.76 + 0.12
= 1.14 m
Pcs / deformed bar= 6.1m ÷ 1.14
= 5.35 or 5 pcs
Lateral Ties for Column
=3.7 ÷ 0.15
= 24.67 or 24 pcs
= (24 pcs + 9 pcs) 6
= 198 pcs
Deformed bar= 198 ÷ 5
= 39.6 or
= 40 deformed bars
o Beam (Stirrups)
10mmØ 1 @ 200mm to center
Perimeter Stirrups= (0.18 x 2) + (0.38 x 2) + (0.06 x 4)
= 0.36 + 0.76 + 0.12
= 1.24 m
Pcs / deformed bar= 6.1m ÷ 1.24
= 4.92 or 4 pcs
Length of Beam =
=
=
(1.2 x 2) + (2 x 2)
2.4 + 4
6.4M
Stirrups for Beam= 6.4 ÷ 0.20
= 32 pcs
Deformed bar= 32 ÷ 4
= 8 deformed bars
Main Bars
o Column
4 – 16mmØ
Length = 4.35 + 0.50
= 4.85 m
Deformed bar= 4 pcs x 6 columns
= 24 deformed bars
o Beam
4 – 16mmØ
= 6.4 ÷ 6.1
= 1.05 or 1 bar
Deformed bar= 4 pcs x 1
= 4 deformed bars
Column Footing Reinforcement
o CF-1
4 – 16mmØ
Length = 0.80 – (2 x 0.05) + (0.1 x 2)
= 0.80 – 0.1 + 0.2
= 0.90 m
Pcs / Deformed bar= 6.1 ÷ 0.90
= 6.78 or 6 pcs
Reinforcement bar= 8 pcs x 6 columns
= 48 deformed bars
= 48 ÷ 6
= 8 deformed bars
Wall Footing Reinforcement
o WF-1 (Ties)
10mmØ @ 0.20m to center
Length = 0.40 – (2 x 0.01) + (0.06 x 2)
= 0.40 – 0.02 + 0.12
= 0.38 + 0.12
= 0.5 m
Pcs / Deformed bar= 6.1 ÷ 0.5
= 12.2 or 12 pcs
Length of Wall Footing = (1.2 x 2) + (2 x 2)
=
=
2.4 + 4
6.4M
Ties for Wall footing= 6.4 ÷ 0.20
= 32 pcs
Deformed bar= 32 ÷ 12
= 2.67 or
= 3 deformed bars
o WF-1 (Main Bar)
3 - 10mmØ
Length of Wall Footing =
=
=
(1.2 x 2) + (2 x 2)
2.4 + 4
6.4M
= 6.4 ÷ 6.1
= 1.05
= 2 bars
Deformed bar= 2 bars x 3
= 6 deformed bars
Summation of Deformed Bars
10 mm Ø 16 mm Ø
40 deformed bars 24 deformed bars
8 deformed bars
3 deformed bars
6 deformed bars
4 deformed bars
8 deformed bars
57 36
10mmØ: 57 x Php 115.00 = Php 6, 555.00
16mmØ: 36 x Php 155.00 = Php 5, 580.00
Cost of Deformed Bars
Cost = Php 6, 555.00
+ Php 5, 580.00
Php 12, 135.00
Ceiling
2” x 2” studs with 16” x 24” spacing
Ceiling Joists
Vertical 16” = 0.4M
= 1.2M ÷ 0.4M
= 3
= 3 + 1
= 4 pcs
Horizontal 24” = 0.6096M
= 2M ÷ 0.6096M
= 3.28 or 3
= 3 + 1
= 4 pcs
o Length of Studs 1&2
Vertical 2M = 6.56’
= 7’ or
= 8’
Horizontal 1.2M = 3.94’
= 4’
ORDER:
Vert. = 4 pcs of 2” x 2” x 8’
Horiz. = 4 pcs of 2” x 2” x 4’ or
= 4 pcs of 2” x 2” x 12’
Bd. Ft. = 4 pcs of 2” x 2” x 12’
12
=192
12
= 16 bd. ft.
o Sheathing Board
6.56’ ÷ 4’ = 1.64 or 2 2 x 1 = 2 pcs of sheathing board
3.94’ ÷ 8’ = 0.49 or 1
2”x2”x12’: 16 bd. ft. x Php 28.00 = Php 448.00
Sheathing board: 2 pcs x Php 350.00 = Php 700.00
Cost of Ceiling
Cost = Php 448.00
+ Php 700.00
Php 1, 148.00
Total Cost of Gate 4
Total = Php 7, 431.00
Php 2, 593.50
Php 12, 135.00
+ Php 1, 148.00
Php 23, 307.50
Grand Total Cost of Ecozone Gates
Total = Php 46, 615.00
Php 44, 564.00
Php 23, 307.50
+ Php 23, 307.50
Php 137, 794.00
APPENDIX F
Computation for the Estimated Budget of
Perimeter Fence
Concrete Hollow Blocks
Total Length of Perimeter Fence is 940 m with a height of 0.5 m. The
height of the steel is 2.5 m with space of 0.15 m. The cost of CHB/pc is
Php.10.00. The cost of Steel is Php.150.00
Solution for Area:
A = L x W
A = 940 m x 0.5 m
A = 470 m2
Solution for Concrete Hollow Blocks:
CHB = Area x 12.5 pcs./m2
CHB = 470 m2 x 12.5 pcs./m2
CHB = 5,875 pcs. x 3%(wasted allowance)
CHB = 177 pcs. + 5,875 pcs
CHB = 6,052 pcs
Cost= 6,052 x Php 10.50
= Php 58,750.00
Solution for Pcs. of Vertical Steel:
S = L / (spacing)
S = 940 m / 0.15
S = 6,267 pcs + 1
S = 6,268 pcs
6.1 m / 2.5 = 2.44 or 2 pcs.
S = 6,268 pcs / 2pcs.
S= 3,134 pcs.
Solution for the Pcs. of Horizontal Steel:
S = 940 m / 6.1 m
S = 154.09 pcs or 155 pcs. x 2
S = 310 pcs.
Solution for the Total No. of Steel
T = Vert.steel + Hor.steel
T = 3,134 pcs. + 310 pcs
T = 3, 444 pcs.
Cost= 3,444 xPhp. 150.00
= Php. 516,600.00
Total Cost of Perimeter Fence
Total = Php 58,750.00
+ Php 516,600.00
Php 575, 350.00
APPENDIX G
Computation for the Estimated Budget of
Light Post
Light Post
There are 45 pcs. of Light Post with a total height of 3.0 m. The price of
Light is Php.350.00/pcs. The steel is Php.250.00/pcs. Cement is
Php.197.00/bag, sand is Php.650.00/cu.m., and gravel, Php.700.00/cu.m.
Solution for Lights:
Lights = 45 pcs x Php.350.00
Cost of Lights = Php 15,750.00
Solution for Steel:
6.1m / 2.2 m = 2pcs.
45 pcs / 2 = 22 ½ or 23 pcs.
Cost= 23 pcs x Php.250.00
= Php 5,750.00
Solution for Concrete Mixture:
0.2565 m3 x 45 pcs = 11.55
Cement: 11.55 x 6.5 = 76 bags x Php.197.00 = Php 14,972.00
Sand: 11.55 x .43 = 5 cu.m. x Php.650.00 = Php 3,250.00
Gravel: 11.55 x .86 = 10 cu.m. xPhp. 700.00 = Php 7,000.00
Cost = Php 14,972.00
Php 3,250.00
+ Php 7,000.00
Cost = Php 25,222.00
Total Cost of Light Post
Total = Php 15,750.00
Php 5,750.00
+ Php 25,222.00
Php 46, 722.00
*Budget per Light Post= Php 46, 722.00 ÷ 45 sets= Php 1, 038.50
APPENDIX H
Computation for the Estimated Budget of
Land Mark (ECOzone title)
LAND MARK ( ECOzone Title)
WF1 = L x W x H
WF1 = 3 x 0.3 x 0.3
WF1 = 0.27 m3
Cement = 0.27 (5.5) = (1.5 bags) Php.205.00 = Php 307.50
Sand = 0.27 (.44) = (0.5 cu. m.) Php. 1,300.00 = Php 650.00
Gravel = 0.27 (.88) = (0.5 cu.m.) Php. 1,600.00 = Php 1,600.00
Cost = Php 307.50
Php 650.00
+ Php 1,600.00
Cost = Php 1,757.50
CHB for Land Mark
CHB = 3.3 x 1.150 m
CHB = 3.795m2 x 12.5 pcs
CHB = 47. 4375 or 48 pcs
CHB = 48 x .03
CHB = 2 pcs + 48 pcs
CHB = 50 pcs
Cost = 50 pcs x Php 10.50
= Php 525.00
Good Red Bricks for Exterior Cladding
V = 3.3 x 1.150m
V=3.795
V= 3.795m3 x (12.3)(43.00)
Cost= 3.795 m3 x Php 528.90
= Php 2,007.25
Gothic / Brushed Seamless Weld Steel Letter
Cardona - C sized (18cm x 4cm) = 1 pcs x Php. 850.00 = Php 850.00
- ardona ( 15cm x 4cm) = 6 pcs. Php. 750.00 = Php 4,500.00
- ECO (18cm x 4 cm) = 3 pcs. Php. 850.00 = Php 2,550.00
- ZONE ( 15 cm x 4 cm) = 4 pcs Php. 750.00 = Php 3,000.00
Cost= Php 850.00
Php 4,500.00
Php 2, 550.00
+ Php 3,000.00
Php 10,900.00
Top Soil for Land Mark
A θ = πr2
= 3.1416(.15)2
= 3.1416 x 0.0225
= .070686
Cost= 1 m3 x Php. 57.00
= Php 57.00
Total Cost of ECOzone Title (Land Mark)
Total = Php 1,757.50
Php 525.00
Php 2,007.25
Php 10,900.00
+ Php 57.00
Php 15, 246.75
APPENDIX I
Computation for the Estimated Budget of
Plant Box
Plant Box
Base Wall (Pebbles) # 200/65
Aθ = πr2
Aθ = 3.1416 (.75)2
Aθ = 3.1416 x 0.5625
Aθ = 1.76716 – 0.070686
CHB= 1.696474 sq. m. or 1.7
CHB = 1.7 x 12.5 pcs CHB
CHB = 22 pcs x .3%
CHB = 1 + 22 = 23pcs
Cost = 23 pcs x Php 10.50
= Php 241.50
Class C. Concrete Mixture
Cement = .06 x 7.5 = 3.3 / 3.5 bags x 205 = Php. 717.50
Sand = 0.6 x 5.5 = .26/ .5 cu. m. x Php.1300.00 = Php. 650.00
Gravel = 0.6 x .44 = 3.3/ 3.5 cu.m. xPhp. 1600.00 = Php. 800.00
Cost = Php. 717.50
Php. 650.00
+ Php. 800.00
Cost = Php 2, 167.50
Plat box Gutter (red bricks)
A = 5.31 x 0.35
A = 1.85 or 1.9 sq. m.
V= 1.9 x (12.3 x 43)
Cost = 1.9 x Php. 528.90
= Php 1,004.91
Plat box (Assorted ornament plants)
Order: Php 8,000.00 per sets of assorted plants
Total Cost of Plant Box
Total = Php 241.50
Php 2, 167.50
Php 1,004.91
+ Php. 8,000.00
Php 11, 414.00
*Budget per Plant Box= Php 11, 414.00 ÷ 2 sets= Php 5, 707.00
APPENDIX J
Computation for the Estimated Budget of
Landscape
Land Scape with Sculpture
Approximately estimated
(Class A) Concrete = 8.891 x 1.00 x .25
v = 2.22 m3
c = 2.22 x 5.5 =12.21 / 13 bags x 205 = Php. 2, 665.00
s = 2.22 x .44 = 0.97 / 1 cu. m. x 1,300 = Php. 1,300.00
c = 2.22 x .88 =1.95 / 2 cu. m. x 1,600 = Php. 3, 200.00
Top soil = 1 cu. m. = Php 57.00
Cost= Php 7,222.00
Bricks = 12.3 x 43= Php 528.90
Order: min.10 sq. m. x 528.90 = Php. 5,289.00
Total Cost of Landscape
Total = Php 7,222.00
Php 528.90
+ Php 5,289.00
Php 13, 040.00
*Budget per Landscape= Php 13, 040.00 ÷ 2 sets= Php 6, 520.00
APPENDIX K
Gantt Chart of Activities in Research 1
(Chapters 1 & 2)
ACTIVITIES
Months JUNE JULY AUGUST SEPTEMBER OCTOBER
Week 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4
Date 4-8 11-15 18-22 25-29 1-5 8-12 19-23 26-30 5-9 12-16 19-23 26-30 3-7 10-14 17-21 24-28
Identifying the Problem
Conceptualizing Research and Title Defence
Securing Permission
Gathering Related
Literatures from Books, Internet and Resource
Person
Write-up and Data Analysis
Consultation and Revision
Final Draft
Pre-Oral Presentation
Colloquium
Revising Chapter 1 & 2
Gantt Chart of Activities in Research 2
(Chapters 3 & 4)
ACTIVITIES
Months JUNE JULY AUGUST SEPTEMBER OCTOBER
Week 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4
Date 4-10 11-17 18-24 25-30 2-8 9-15 16-22 23-29 6-12 13-19 20-26 27-31 3-9 10-16 17-23 24-30 1-7 8-14 15-21 22-28
Gathering Data
(Location, Accessibility
Etc.)Analyzing&
Interpreting of Data
Preparing Estimated Bill of
MaterialsDetermining the Socio-Economic
Benefits of the Project
Developing the Conclusions
Derivedfrom the Findings
Preparation for Final
& Oral Depense
Final & Oral Depense
Improving &Strenghtening
the Weakness of the Study
According to the Recommendatio
n(Revision of the
Hard Bound)Submission of the Hardbound
Copy
Gantt Chart of Activity
Developing Site Development Plan
ACTIVITIES
Months JUNE JULY AUGUST SEPTEMBER OCTOBER
Week 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4
Date 4-10 11-17 18-24 25-30 2-8 9-15 16-22 23-29 6-12 13-19 20-26 27-31 3-9 10-16 17-23 24-30 1-7 8-14 15-21 22-28
Locating the Different Regions
Included in the Ecozone
Preparing Sets of Plans
(Park, Roads, Sewages)Preparing
Perspective Viewof the
EcozoneAnalyzing
and Finalyzingthe Design
PlanPreparing & Printing of
Presentationof the
Proposed Ecozone
CURRICULUM VITAE
JOHN PATRICK BRISTOL BELEN0425 Kasibulan St. Bella Compound,Palangoy
Binangonan, Rizal
PERSONAL DATA
DATE OF BIRTH : February 16, 1993
PLACE OF BIRTH : Morong, Rizal
CIVIL STATUS : Single
RELIGION : Roman Catholic
FATHER’S NAME : Roger B. Belen
MOTHER’S NAME : Evangeline B. Bristol
EDUCATIONAL BACKGROUND
COLLEGE : University of Rizal SystemMorong, RizalBachelor of Technology major inDrafting TechnologySY: 2012-2013
SECONDARY : Binangonan Catholic College Binangonan, RizalSY: 2008-2009
ELEMENTARY ; Doña Susana Madrigal Memorial SchoolPantok-Palangoy Bin, RizalSY: 2004-2005
SCHOOL ORGANIZATION
MEMBER : University Students Government
2009-2013
MEMBER : University of Rizal System Chorale
2009-2013
MEMBER : The GEARS
2009-2013
MEMBER : Group United with High Interest in Technology
2009-2013
TRAINING EXPERIENCE
: Supervised Industrial Training (SIT 1)University of Rizal System (URS)Office of Student Development Services (OSDS)Office of the DirectorMorong, Rizal2010
Position Hired : Layout Artist
: Supervised Industrial Training (SIT 2)Department of Public Works and Highways2nd DistrictBinangonan, Rizal2012
Position Hired : AutoCad Operator
CURRICULUM VITAE
CASELYN BERDUSCO EMATA
Tanay, Rizal
PERSONAL DATA
DATE OF BIRTH : May 7, 1993
PLACE OF BIRTH : Tanay, Rizal
CIVIL STATUS : Single
RELIGION : Roman Catholic
FATHER’S NAME : Lorenzo A. Emata
MOTHER’S NAME : Carmen B. Berdusco
EDUCATIONAL BACKGROUND
COLLEGE : University of Rizal SystemMorong, RizalBachelor of Technology major inDrafting TechnologySY: 2012-2013
SECONDARY : Tanay National High SchoolTanay, RizalSY: 2008-2009
ELEMENTARY ; Ilaya Elementary SchoolTanay,RizalSY: 2004-2005
SCHOOL ORGANIZATIONMEMBER : University Students Government
2009-2013
MEMBER : The GEARS2009-2013
MEMBER : Group United with High Interest in Technology 2009-2013
TRAINING EXPERIENCE
: Supervised Industrial Training (SIT 1)Tanay Water DistrictAdministration OfficeTanay, Rizal2010
Position Hired : Drafting Aide
: Supervised Industrial Training (SIT 2)Department of Public Works and Highways2nd DistrictBinangonan, Rizal2012
Position Hired : AutoCad Operator
CURRICULUM VITAE
REMZON BALUYOT BELMONTE
Cardona, Rizal
PERSONAL BACKGROUND
DATE OF BIRTH : June 4, 1989
PLACE OF BIRTH : Cardona, Rizal
CIVIL STATUS : Single
RELIGION : Iglesia ni Kristo
FATHER’S NAME : Ceferino M. Belmonte
MOTHER’S NAME : Corazon B. Baluyot
EDUCATIONAL BACKGROUND
COLLEGE : University of Rizal SystemMorong, RizalBachelor of Technology major inDrafting TechnologySY: 2012-2013
SECONDARY : Bernardo F. San Juan National High SchoolCardona, RizalSY: 2008-2009
ELEMENTARY ; Mariano C. San Juan Elementary SchoolCardona, RizalSY: 2004-2005
MEMBER : The GEARS
2009-2013
MEMBER : Group United with High Interest in Technology
2009-2013
TRAINING EXPERIENCE
: Supervised Industrial Training (SIT 1)University of Rizal System (URS)Office of Student Development Services (OSDS)Office of the DirectorMorong, Rizal2010
Position Hired : Layout Artist
: Supervised Industrial Training (SIT 2)Department of Public Works and Highways2nd DistrictBinangonan, Rizal2012
Position Hired : AutoCad Operator
CURRICULUM VITAE
ALLEN JAY DISCUTIDO AÑOBombong Binangonan, Rizal
PERSONAL BACKGROUND
DATE OF BIRTH : April 10, 1994
PLACE OF BIRTH : Bombong Binangonan, Rizal
CIVIL STATUS : Single
RELIGION : Roman Catholic
FATHER’S NAME : Arsenio B. Año
MOTHER’S NAME : Editha D. Discutido
EDUCATIONAL BACKGROUND
COLLEGE : University of Rizal SystemMorong, RizalBachelor of Technology major inDrafting TechnologySY: 2012-2013
SECONDARY : Binangonan Catholic College
Binangonan, RizalSY: 2008-2009
ELEMENTARY ; Bombong Elementary SchoolBinangonan, RizalSY: 2004-2005
MEMBER : The GEARS
2009-2013MEMBER : Group United with High Interest in Technology
2009-2013
TRAINING EXPERIENCE
: Supervised Industrial Training (SIT 1)Municipality of BinangonanMunicipal Planning Development OfficeBinangonan, Rizal2010
Position Hired : Layout Artist
: Supervised Industrial Training (SIT 2)Department of Public Works and Highways2nd DistrictBinangonan, Rizal2012
Position Hired : AutoCad Operator
