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PREPARATORY SURVEY REPORTON
THE PROJECT FOR REHABILITATION OFCOMMUNITY INFRASTRUCTURE IN NANGARHAR
INTHE ISLAMIC REPUBLIC OF AFGHANISTAN
JR13-058
EI
Preface
Japan International Cooperation Agency (JICA) decided to conduct the preparatory survey and
entrust the survey to Katahira & Engineers International.
The survey team held a series of discussions with the officials concerned of the Government of
Islamic Republic of Afghanistan, and conducted field investigations. As a result of further studies in Japan,
the present report was finalized.
I hope that this report will contribute to the promotion of the project and to the enhancement of
friendly relations between our two countries.
Finally, I wish to express my sincere appreciation to the officials concerned of the Government of
Islamic Republic of Afghanistan for their close cooperation extended to the survey team.
April, 2013
Kazunori Miura
Director General,
Economic Infrastructure Department
Japan International Cooperation Agency
i
Summary
1. Outline of the Country
The Islamic Republic of Afghanistan is located in South Asia. It is a landlocked country surrounded
by Pakistan in east and south, Iran in west, Tajikistan, Uzbekistan, Turkmenistan in north, and China in
east of Wakhan Corridor. Gross area is 652,200 square kilometers, population is 35,320,000 (2011, WB),
population growth rate is 2.72% (2011, WB), 99% of population is Muslim (Sunni 85%, Shia 14%). The
official languages are Pashto and Dari.
Most of the territory is moutainous area and there are small plain field in north and southwest. The
highest point is 7,485m of Mount Noshaq. Most of the land is dry climate and fresh water is available in
only limited places. Target area of this Project is located in eastern region and around 580 meters above
sea level. Average rainfall a year is around 220 millimeters. The rainy and dry season cannot be clearly
distinguished. Average temperature is 21.6 degrees Celsius and there are large seasonal variations in
temperature through the year.
GDP per person in 2011 is $486 (WB), the primary industry shares 30% of GDP, secondary industry
22% and tertiary industry 48%. The major industry of Afghanistan is agriculture but it is severely
affected by drought in recent years. Moreover agricultural infrastructures have been destructively
damaged by years of civil war and under rehabilitation with the support of international community.
Major agricultural products are wheat, barley, potato, rice, almond and sugarcane.
It is scheduled to handover security responsibilities from ISAF to Afghan National Security Forces by
the end of 2014. Afghanistan and the International Community shared a vision for long-term partnership
to help Afghanistan attain sustainable economic growth and development and fiscal self-reliance from
Transition through the Transformation Decade (2015~2024). On the other hand, Afghanistan should
continue its progress on improvement of governance, reducing corruption and lessening reliance on
international assistance.
2. Background and Outline of the Grant Aid Projects
It is said that more than half of the population is returnees in Nangarhar province, in the east of
Afghanistan. The Provincial Government of Nangarhar requested the Technical Cooperation Project and
Grant Aid which aims the improvement of living environment of returnees and receiving communities
in Nangarhar Province to the government of Japan in October 2008.
As a result of Preparatory Study carried out in response to that request, it has become apparent in
worn-torn Nangarhar Province that various problems such as poor performance of contractor, deficiency
of contract based business practice and supervising system, immature decision making process of
community have been preventing development and improvement of the situation.
Therefore, JICA commenced NRRC which aims the development of environment conducive to
implement projects for improvement of basic infrastructure at community level in order to improve the
living environment of the returnees and receiving communities in July 2010 as a first step of the
ii
cooperation.
The Progress Monitoring of NRRC carried out in February 2012, after 18 months from the
commencement of the project and JICA and Provincial Government of Nangarhar have confirmed that
the NRRC has been achieving the Project Purpose. Social Survey, Development Needs Survey and
Establishment of Consensus Building System in each village have been conducted, and utilizing the
result of that, 44 pilot projects have been implemented and community infrastructures are developing
increasingly.
However, improvement of basic infrstucture in rural area, where returnees and receiving coomunites
are located, is still critical and important issue for Afghanistan. Therefore, responding to the
confirmation of the result of the Progress Monitoring, commencement of Preparatory Survey for Grant
Aid has been decided in June 2012, utilizing the experience of NRRC.
This Project shall focus on the construction of basic community infrastructure by contractors. Project
components are schools, clinics, roads and bridges. Target coomunities are 11 villages in 2 districts,
same as NRRC, but facilities located in related villages have also been selected in case there are
beneficiaries in the 11 villages.
3. Outline Design of the Study and Contents of Project
In the response to the request from the government of Afghanistan, the Government of Japan decided
to conduct the preparatory survey on “the Project for Rehabilitation of Community Infrastructure in
Nangarhar in the Islamic Republic of Afghanistan” whose implementing agency of the project was
IDLG. JICA dispatched a survey team to the site between the period of May 27th, 2012 and May 31st,
2012. The survey team held a series of discussions with the concerned officials of GoA, and conducted
field investigations. Based on the results of the Survey, Outline Design was developed and summarized
into Draft Final Report. Between September 26th and October 1st, 2012, the survey team was
dispatched again to discuss the Outline Design Report and agreed after the consultations with the
government of the Afghanistan concerned.
Overall goal and the Project objective of the project are described as below:
Overall Goal: To improve living environment of the returnees and receiving communities
in Nangarhar Province.
Project Objective: To improve living environment of the target community through expansion
of school and clinic facilities and improvement of access to the facilities.
The project implements rural infrastructures such as schools, clinics, roads / bridges and incidental
structures in the target 11 and adjacent villages in the 2 districts in order to accomplish the above
overall goal.
iii
The sub-projects have been selected based on the”Community Survey Report”conducted by JICA
Afghanistan office in 2009, the actual needs acquired from communities by NRRC and needs survey
conducted by FGA referring PDP, DDP, and the evaluation of those projects.The initial requests from
the government of Afghanistan were 1) improvement of community rural infrastructure such as intake,
irrigation facilities, slope protection, drainage facilities and water reservoir 2) Improvement of basic
educational and incidental facilities such as school, surrounding wall, toilets, protection wall, ground,
wells, community center 3) Improvement of basic medical and incidental facilities such as clinic
building, micro hydro power plant.
The summary of the design for schools, clinics and roads are as follows.
Table 1 Summary of design for schools and clinics
Items Contents
Selection of sites No risk of natural disaster. No problem of access.
Demand and scale for school facilities
Schools are placed to consider the commuting distance. Standard drawings of MOE are adopted. Maximum size of the building is 20 classroom type.
Demand and scale for clinic facilities
Allocation plan and standard drawings of MOPH are followed.
Natural Environmental Conditions
Flat roof with the improved mad insulation method is adopted. RC type of standard design is adopted because this area belongs to the earthquake risk zone A or B.
Social Conditions Single gender facilities are considered. Surrounding walls are provided for crime prevention, women protection and escape prevention.
Facilities Electrical facilities, water supply facilities, drainages, ventilation and sanitary facilities are equipped in compliance with the Standard design.
Table 2 Summary of design for Roads
Items Contents
Selection of sites New routes are not selected.
Standard of road and bridges
DBST is adopted based on the standard drawings of MRRD for tertiary road which the target roads are categorized.
Natural Environmental Conditions
Line ditches are provided along the entire road. Concrete pavement is designed for the section where the surface water passes. Slope protection is provided for the slope which may be eroded.
Social Conditions New route are not selected. Land acquisition and resettlement will not be required.
iv
Summary of components are shown in the following tables.
Table 3 Summary of Components(School)
Name of village
Name of school
Number of Components
Floor space Main Building
La- trine
Other facilities Bldgs Class- rooms
Behsud district
Khushgum -bad
Tawheed Abad Primary School
1 9 1 Wall, well 683.4m2
Khushgum -bad
Abobakar Sadiq High School
2 18 1 Gate, well 1,366.3m2
Baland Ghar Mohammadi Sahibzada high School
1 20 2 Well 1,572.4m2
Mirak Bila Shaheed Abdul Jabar primary School
1 16 1 Wall, well 1,247.6m2
Samarkhel Mi Ali Saheb primary School
1 16 1 Wall, well 1,247.6m2
Samarkhel Samarkhel Camp Middle School
1 16 1 Wall, well 1,247.6m2
Saracha Juy Panzda Middle School
1 9 0 Well 654.9m2
Kariz Kabir Kariz Kabear-e- Markazi high School
1 16 1 Well 1,247.6m2
Surkhrod district
Bala Bagh Bala Bagh Male High School
1 20 2 Pump for well 1,572.4m2
Bala Bagh Bala Bagh Female High School
1 20 1 Well 1,515.9m22
Char Bagh Char Bagh Safa School
1 20 1 Wall, well 1,515.9m2
Char Bagh Sya Sang Middle School
1 16 1 Wall, well 1,247.6m2
Fateh Abad Fateh abad Male high school
2 18 2 Well 1,422.8m2
Sultan Por Upper
Saidan Arabi Female Middle School
1 9 1 Well 683.4m2
Total 16 223 16
Walls:7, Gate:1, Wells:13, Pump:1
17,225.4m2
Main Building :RC concrete 2 stories
Latrine :RC concrete 1 story
v
Table 4 Summary of components(Clinic)
Name of village
Type of clinic
Number of facilities
Floor space
Main B
uilding
Latrine
Guard H
ouse
Gnerator houe
and Generator
Well
Surrounding
Wall
Behsud district
Samarkhel BHC 1 1 1 1 1 1 225.66m2
Surkhrod district
Char Bagh BHC 1 1 1 1 1 1 225.66m2
Sultan Por Lower
CHC 1 1 1 1 1 0 475.46m2
Total 3 3 3 3 3 2 926.78m2
Structure:RC Concrete 1 story
Table 5 Summary of Components(Roads) ※:Reserved projects
Name of village Name of Sub-project Road Length
Behsud district
Khushgum
-bad
Upgrading of feeder & village road in Khushgumbad
6.573km
Khushgum
-bad
Upgrading of village road from Khushgumbad to Nahr-e-Shahi area
1.440km
Samarkhel Upgrading of feeder road in Samarkhel 1.100km
Saracha Upgrading of feeder and village road in Saracha 1.750km
※ Hada Akhunzada Upgrading of village road in Hada Akhunada 2.180km
※ Miran Upgrading of feeder and village road in Miran 4.500km
Surkhrod district
Char Bagh Upgrading of the road connecting to Shikh Misry Town Ship
9.300km
Bala Bagh Upgrading of feeder road in Bala Bagh 4.300km
Char Bagh Upgrading of village road in Char Bagh 5.700km
※ Sultan Por Lower Upgrading of feeder and village road in Sultan Por Lower
4.000km
Total 30.163km
Road width :Width 4.0m(1 lane), Shoulder 1.0m(both side)
Pavement structure :DBST, Base course : 150mm, Sub-base course : 200mm
Other structures :Earth or grouted riprap side ditch, Box culvert,
Pipe culvert, Concrete pavement, Retaining wall
vi
Table 6 Summary of Components (Bridges)
Discription
Location Behsud district, kushgumbad village
Type of bridge RC box culvert and Embankment with riverbank
protection
Bridge Length 7.2m
Type of Box Culvert Hollow 3.0m×2.5m×2
Width Width :6.0m
Carriage way :4.0m(1lane)
Shoulder :Both side 1.0m each
Bridge surface Concrete
Foundation type Spread footing
Riverbank protection Grouted riprap
4. Implementation Schedule and Initial Cost Estimation
To implement the Project under the Japanese Grant Aid system, it is scheduled that the detail design
period is 4.5 months and the construction period is 20.5 months. The total estimated cost for
Afghanistan is approximately 1,280 thousand Yen.
5. Project Evaluation
5.1. Relevance
1) The proportion of the returnees in the 11 villages is very high. 59% (14,700 families/
24,700families)of the families are returnees.
2) The government of the Afghanistan can operate and maintain the completed sub-projects by
themselves. Extremely high techniques are not required.
3) Improvement of living environment in rural area corresponds to the long term policy set forth
in ANDS (Afghanistan National Development Strategy) as facilitating reintegration and
promoting the social, economic, political welfare of rural community especially poor and
vulnerable people and improving basic living infrastructure in order to achieve the
aforementioned.
4) Educational and medical services are improved due to the improvement of the facilities of
schools and clinics.
5) The access time to the schools and clinics are shortened due to the improvement of the road
condition.
vii
5.2. Effectiveness
(1) Quantitative effect
Facility Indices Present
(2012)
Target(2015)
(after completion)
School Capacity of the classrooms 95 318
Number of students per class 185 55
Clinic Number of CHC
Number of BHC
1
12
2
13
Number of patients of BHC
and CHC per day
250 440
Road ・
Bridge
Average traveling speed
(km/h)
20 60
Maximum traveling time to
School or Clinic (min)
15 5
(2) Qualitative effect
1) School:
Number of students per class can be reduced and/or number of acceptable students can be
increased due to the increase of the available classrooms. Therefore, the educational services for
returnees and receiving communities can be improved.
2) Clinic:
The replacement of the BHC to CHC which has better facilities and functions can improve the
medical service level for returnees and receiving communities.
3) Road/Bridge:
The access time to school and clinic for returnees and receiving communities can be shortened
due to the improvement of the road condition.
i
Table of Contents
Preface
Summary
Contents
Location Map / Perspective
List of Figures & Tables
Abbreviations
Page
Chapter 1 Background of the Project ..................................................................................................... 1
1-1 Background and Outline of the Grant Aid Projects ....................................................................... 1
1-2 Natural Condition .......................................................................................................................... 1
1-3 Environmental and Social Considerations ..................................................................................... 2 1-3-1 Environmental Impact Assessment ........................................................................................ 2
1-3-1-1 Outline ........................................................................................................................... 2 1-3-1-2 Environmental and Social Condition around the Project Site ........................................ 2 1-3-1-3 Regulation and Organization related to Environmental and Social Considerations ...... 4 1-3-1-4 Consideration of Alternatives ........................................................................................ 7 1-3-1-5 Scoping and TOR of Environmental and Social Survey ................................................ 8 1-3-1-6 Result of Environmental and Social Survey ................................................................ 17 1-3-1-7 Impact Assessment ....................................................................................................... 19 1-3-1-8 Cost Necessary for Mitigation Measures and Implementation of Mitigation Measures24 1-3-1-9 Monitoring Plan ........................................................................................................... 27 1-3-1-10 Stakeholder Meeting .................................................................................................... 28
1-3-2 Land Acquisition and Resettlement ..................................................................................... 29 Chapter 2 Contents of the Project ......................................................................................................... 30
2-1 Basic Concept of the Project ....................................................................................................... 30 2-1-1 Overall Goal and Project Purpose ........................................................................................ 30 2-1-2 Outline of the Project ........................................................................................................... 30 2-1-3 Natural Condition Survey .................................................................................................... 32
2-2 Outline Design of the Japanese Assistance ................................................................................. 35 2-2-1 Selection and Prioritization of Sub-Projects ........................................................................ 35 2-2-2 Design Policy ....................................................................................................................... 38
2-2-2-1 Basic Design Policy (Building) ................................................................................... 38 2-2-2-2 Design Policy (Roads and Culvert) .............................................................................. 41
2-2-3 Basic Plan ............................................................................................................................ 43
ii
2-2-3-1 Building ....................................................................................................................... 43 2-2-3-2 Roads and Culvert ........................................................................................................ 56
2-2-4 Outline DesignDrawing ....................................................................................................... 60 2-2-4-1 Building ....................................................................................................................... 60 2-2-4-2 Road and Culvert ......................................................................................................... 60
2-2-5 Implementation plan ............................................................................................................ 61 2-2-5-1 Implementation Policy ................................................................................................. 61 2-2-5-2 Implementation Conditions .......................................................................................... 62 2-2-5-3 Scope of Works ............................................................................................................ 62 2-2-5-4 Supervising Services/ Procurement Services ............................................................... 63 2-2-5-5 Quality Control Plan .................................................................................................... 63 2-2-5-6 Procurement Plan ......................................................................................................... 65 2-2-5-7 Implementation Schedule ............................................................................................. 66
2-3 Obligations of Recipient Country ................................................................................................ 68
2-4 Project Operation Plan................................................................................................................. 69 2-4-1 Building ............................................................................................................................... 69
2-4-1-1 School .......................................................................................................................... 69 2-4-1-2 Clinic ............................................................................................................................ 71
2-4-2 Roads and Culvert ................................................................................................................ 72
2-5 Project Cost Estimation ............................................................................................................... 74 2-5-1 Initial Cost Estimation ......................................................................................................... 74 2-5-2 Operation and Maintenance Cost ......................................................................................... 75
2-5-2-1 Building ....................................................................................................................... 75 2-5-2-2 Roads and Culvert ........................................................................................................ 75
Chapter 3 Project Evaluation ................................................................................................................ 77
3-1 Preconditions ............................................................................................................................... 77
3-2 Necessary Imputs by Recipient Country ..................................................................................... 77
3-3 Important Asumptions ................................................................................................................. 77
3-4 Project Evaluation ....................................................................................................................... 77 3-4-1 Relevance ............................................................................................................................. 77 3-4-2 Effectiveness ........................................................................................................................ 78
iii
Appendices
1. Member List of the Study Team
2. Study Schedule
3. List of Parties Concerned in the Recipient Country
4. Minute of Discussion (M/D)
5. Technical References
5.1 Outline Design Drawings (School & Clinic)
5.1.1 Site Plans
5.1.2 Basic Design Drawings
5.2 Outline Design Drawings (Road)
6. Environmental Checklists
6.1 Architectural Components
6.2 Civil Engineering Components
Perspective (Sya Sang Middle School in Car Bagh village)
Perspective (Comprehensive Health Center in Sultan Por Lower village)
Perspective (The road connecting to Shikh Misry Town Ship village)
Perspective (The culvert in Khushgumbad village)
List of Figures & Tables
<Figure> Page
Figure 1-2-1 Land Use of Nangarhar District .................................................................................. 3 Figure 1-2-2 Organization Chart of NEPA ...................................................................................... 6 Figure 2-2-1 Historical Earthquake Map (>M5.5) ........................................................................ 39 Figure 2-2-2 Classroom Plan ........................................................................................................... 50 Figure 2-2-3 Principal Room Plan(16/20room Type) ............................................................... 50 Figure 2-2-4 Principal Room (9 room type)/Teacher’s room (16/20 room type)Plan ............ 51 Figure 2-2-5 Typical Road Cross Section (with earth ditch) ........................................................ 57 Figure 2-2-6 Cross Section of Wash ................................................................................................ 57 Figure 2-2-7 Cross Section of Box Culvert ..................................................................................... 58 Figure 2-2-8 Typical Cross Section of Cross Box Culvert ............................................................. 58 Figure 2-2-9 Typical Cross Section of Pipe Culvert φ450 ............................................................. 58 Figure 2-2-10 Typical Cross Section of Wet Stone Masonry Ditch .............................................. 59 Figure 2-4-1 Structure of DOE of Nagarhar Province .................................................................. 69 Figure 2-4-2 Structure of Admin & Finance Office of DOE ......................................................... 71
<Table>
Table 1-2-1 Population Distribution of District and Village ........................................................... 2 Table 1-2-2 Allocated and Used Budget Past 5 Years ...................................................................... 6 Table 1-2-3 Alternatives comparison of Architectural Components .............................................. 7 Table 1-2-4 Alternatives Comparison of Civil Engineering Components ..................................... 7 Table 1-2-5 Scoping of Architectural Components .......................................................................... 8 Table 1-2-6 TOR of Environmental and Social Survey (Architectural Components) ................ 11 Table 1-2-7 Scoping of Civil Components ...................................................................................... 13 Table 1-2-8 TOR of Environmental and Social Survey (Civil Components) ............................... 15 Table 1-2-9 Result of Survey ............................................................................................................ 17 Table 1-2-10 Result of Survey .......................................................................................................... 18 Table 1-2-11 Impact Assessment based on the Result of Survey .................................................. 19 Table 1-2-12 Impact Assessment based on the Result of Survey .................................................. 22 Table 1-2-13 Expected Mitigation Measures and their Cost Necessary for Implementation..... 25 Table 1-2-14 Expected Mitigation Measures and their Cost Necessary for Implementation..... 26 Table 1-2-15 Monitoring Plan (Draft) of Architectural Components .......................................... 27 Table 1-2-16 Monitoring Plan (Draft) of Civil Engineering Components ................................... 28 Table 1-2-17 Outline of Stakeholder Meeting ................................................................................ 28 Table 2-1-1 Project Component ....................................................................................................... 31 Table 2-1-2 Reserved Project List ................................................................................................... 32 Table 2-1-3 Outline of Water Quality ............................................................................................. 32
Table 2-1-4 Result of Water Quality Survey .................................................................................. 33 Table 2-2-1 The sub-projects which required land acquisition .................................................... 36 Table 2-2-2 Criteria for Prioritization ............................................................................................ 37 Table 2-2-3 The list of excluded sub-project .................................................................................. 37 Table 2-2-4 List of project components .......................................................................................... 44 Table 2-2-5 Study on the number of classrooms to be provided ................................................... 45 Table 2-2-6 List of the Components for Schools & Clinics ........................................................... 48 Table 2-2-7 List of Room Area of School ........................................................................................ 51 Table 2-2-8 List of room area of clinic ............................................................................................ 52 Table 2-2-9 Specification of major construction materials ........................................................... 55 Table 2-2-10 Road Classification in Afghanistan ........................................................................... 56 Table 2-2-11 List of Road Structure (Project Component) ........................................................ 59 Table 2-2-12 List of Road Structure (Reserved Project) ............................................................ 59 Table 2-2-13 List of Outline Design Drawings ............................................................................... 60 Table 2-2-14 Outline Drawing ......................................................................................................... 60 Table 2-2-15 Undertakings of both Governments .......................................................................... 62 Table 2-2-16 Quality Control Items ................................................................................................ 63 Table 2-2-17 Main Quality Control Items for Earth & Pavement Works ................................... 64 Table 2-2-18 Main Quality Control Items for Concrete Works .................................................... 64 Table 2-2-19 Procurement Plan for Major Materials .................................................................... 65 Table 2-2-20 Procurement Plan for Major Machineries ............................................................... 66 Table 2-2-21 Implementation Schedule .......................................................................................... 67 Table 2-4-1 New teachers placement record .................................................................................. 69 Table 2-4-2 Newly required number of teachers ............................................................................ 70 Table 2-5-1 Clinic Operation Cost (2012) ....................................................................................... 75 Table 2-5-2 Maintenance Work and Annual Cost ......................................................................... 76
Abbreviations
AASHTO Americam Association of State Highway and Transportation Officials
ANDS Afghanistan National Development Strategy
BCDC Board of Community Development Council
BHC Basic Health Center
BOD Biological Oxygen Demand
BPHS Basic Package of Health Services
CA Crown Agents
CDC Community Development Council
CHC Comprehensive Health Center
CIDA Canadian International Development Agency
COD Chemical Oxygen Demand
DBST Double Bituminous Surface Treatment
DFID Department for International Development
DO Dissolved Oxygen
DOE Department of Education
DOPH Department of Public Health
EC European Community
EIA Environmental Impact Assessment
EU European Union
FGA Future Generations Afghanistan
GDP Gross Domestic Product
GOST Gosudarstvennyy Standart
HMIS Health Management Information System
IDLG Independent Directorate of Local Governance
ISAF International Security Assistance Force
JICS Japan International Coorperation System
MDGs Millennium Development Goals
MOE Ministry of Education
MoPH Ministry of Public Health
MRRD Ministry of Rural Rehabilitation and Development
NABDP National Area-Based Development Program
NACP National Aids Control Program
NEPA National Environmental Protection Agency
NGO Non Government Organization
NRAP National Rural Access Program
NRRC The Community Development Project for Returnees and Receiving Communities in
Nangarhar Province
NSP National Solidarity Program
NTU Nephelometric Turbidity Unit
PDC Provincial Development Committee
PRRD Provincial Rural Rehabilitation Directorate
PRSP Poverty Reduction Strategy Paper
SHC Sub-Health Center
SMC School Management Committee
SPM Suspended Perticulate Mattre
SS Suspended Solids
TTC Teacher Training Collage
UNDP United Nations Development Programme
UNEP United Nation Environmental Program
UNHCR The Office of the United Nations High Commissioner for Refugees
UNOPS United Nations Office for Project Services
USAID US Agency for International Development
USEPA US Environmental Protection Agency
WHO World Health Organixation
WSC Wild Conservation Society
1
Chapter 1 Background of the Project
1-1 Background and Outline of the Grant Aid Projects
It is said that more than half of the population is returnees in Nangarhar province, in the east of
Afghanistan. The Provincial Government of Nangarhar requested the Technical Cooperation Project and
Grant Aid which aims the improvement of living environment of returnees and receiving communities
in Nangarhar Province to the government of Japan in October 2008.
As a result of Preparatory Study carried out in response to that request, it has become apparent in
worn-torn Nangarhar Province that various problems such as poor performance of contractor, deficiency
of contract based business practice and supervising system, immature decision making process of
community have been preventing development and improvement of the situation.
Therefore, JICA commenced NRRC which aims the development of environment conducive to
implement projects for improvement of basic infrastructure at community level in order to improve the
living environment of the returnees and receiving communities in July 2010 as a first step of the
cooperation.
The Progress Monitoring of NRRC carried out in February 2012, after 18 months from the
commencement of the project and JICA and Provincial Government of Nangarhar have confirmed that
the NRRC has been achieving the Project Purpose. Social Survey, Development Needs Survey and
Establishment of Consensus Building System in each village have been conducted, and utilizing the
result of that, 44 pilot projects have been implemented and community infrastructures are developing
increasingly.
However, improvement of basic infrstucture in rural area, where returnees and receiving coomunites
are located, is still critical and important issue for Afghanistan. Therefore, responding to the
confirmation of the result of the Progress Monitoring, commencement of Preparatory Survey for Grant
Aid has been decided in June 2012, utilizing the experience of NRRC.
This Project shall focus on the construction of basic community infrastructure by contractors. Project
components are schools, clinics, roads and bridges. Target coomunities are 11 villages in 2 districts,
same as NRRC, but facilities located in related villages have also been selected in case there are
beneficiaries in the 11 villages.
1-2 Natural Condition
Nangarhar province which is target area of this project is located in the north east of Afghanistan and
adjoin Islamic Republic of Pakistan. Jalalabad city which is capital of Nangarhar province is located at
an altitude of 580m. This area has sufficient water all year long because Kabul and Kunar rivers are
flowing in this area. The two rivers are merged in Nangarhar province and flows to Islamic Republic of
Pakistan.
The weather in Nangarhar belongs to continental climate and semi-arid region. The temperature rises
upto 40 degrees in the daytime and rapidly drops around 4 degrees after sunset. The climate is dry and
annual rainfall is around 220m. The rainy and dry seasons aren't very clear. Annual mean temperature is
2
21.6 degree and the temperature much variable throughout the year.
1-3 Environmental and Social Considerations
1-3-1 Environmental Impact Assessment
1-3-1-1 Outline
According to the JICA Guidelines for Environmental and Social Considerations, 2004 (JICA
Guidelines), the Project is classified into Category B, based on the reasons that significant impact on
environment and society around the Project site is not anticipated and the Project sites are not sensitive
areas defined by JICA Guidelines. Furthermore, since the most of Project components are to
renovate existing structures and reconstruct existing roads, little land acquisition is required. In the
components which require land acquisitions, the component lands have been donated by local
residents and/or Government of Afghanistan, which was confirmed in writing. Therefore no
involuntary resettlement occurs. Moreover in order to finalize the Project components, 20 in total
stakeholder meetings were taken place and consensus from local communities, residents as well as
Government of Afghanistan was obtained.
The Project components affecting the environment and society around the Project site are shown
below. (The details of each Project components are referred to 2-2.)
Architectural Components
School ( 14 schools, Two-story Building) : Total: 225 class rooms new construction
Clinic (1 Basic Health Center, 2 Comprehensive Health Centers, Flat Building) : Total Floor Area:
932m2 of new construction
Civil Engineering Components
Road (Total Length: 30.16 km) : DBST Pavement (Lane Width: 6.00m, Shoulder: 1.0m each side)
Bridge (One Bridge) : Box Culvert (3,000mm × 2,500mm × 2 boxes)
1-3-1-2 Environmental and Social Condition around the Project Site
(1) Population
The population of Buhsud and Surkhrod district and each village is shown in Table 1-2-1
Table 1-2-1 Population Distribution of District and Village
District / Village
Population
TotalNo.
House-hold
No. Family
Retunes
Adult (More than 15) Child (Less than 14) No.
Family %
Man Woman Sub Total
Man WomanSub Total
Behsud
Hada Akhundzada 4,600 5,417 10,017 3,150 3,620 6,770 16,787 854 2,000 750 37.5
Girdi Kas 1,890 2,030 3,920 1,660 1,830 3,490 7,410 465 920 470 51.1
Khushgumbad 12,830 13,920 26,750 9,210 10,375 19,585 46,335 2,753 5,100 3,055 59.9
Miran 1,800 2,250 4,050 900 1,350 2,250 6,300 315 639 610 95.5
Samarkhel 4,170 4,370 8,540 2,600 2,800 5,400 13,940 950 1,695 1,121 66.1
Saracha 11,000 13,480 24,480 6,230 8,120 14,350 38,830 2,027 4,593 3,060 66.6
3
District / Village
Population
TotalNo.
House-hold
No. Family
Retunes
Adult (More than 15) Child (Less than 14) No.
Family %
Man Woman Sub Total
Man WomanSub Total
Sub-total 36,290 41,467 77,757 23,750 28,095 51,845 129,602 7,364 14,947 9,066 60.7
Surkhrod
Bala Bagh 3,150 3,450 6,600 2,175 2,315 4,490 11,090 940 1,460 1,148 78.6
Char Bagh 5,400 5,910 11,310 3,150 3,700 6,850 18,160 1,480 2,855 1,319 46.2
Fateh Abad 6,760 7,957 14,717 3,740 4,525 8,265 22,982 1,246 2,619 2,173 83.0
Sultan Por Lower 2,500 3,000 5,500 1,700 2,100 3,800 9,300 730 1,150 462 40.2
Sultan Por Upper 2,660 2,730 5,390 2,840 2,970 5,810 11,200 850 1,670 525 31.4
Sub-total 20,470 23,047 43,517 13,605 15,610 29,215 72,732 5,246 9,754 5,627 57.7
TOTAL 56,760 64,514 121,274 37,355 43,705 81,060 202,334 12,610 24,701 14,693 59.5
Source) Social Survey Final Report, August 2011, JICA
(2) Land use
Land use of the Project site is basically agricultural land, low-rise residential area and desert area.
Source: Ministry of Agriculture, Irrigation & Livestock
Figure 1-2-1 Land Use of Nangarhar District
(3) Topography
Nangarhar district is located in North-east of Afghanistan and shores a border with Pakistan. There
are mainly two rivers, Kabul Rive and Kunal River in the Nangarhar district. Also, Jalalabad, district
capital, is situated around 580 m above sea level.
: Province Boundary
: District Boundary
: Agricultural Cultivation
● : District Center
: River
: First Class Road
: Second Class Road
: Third Class Road
Legend
4
(4) Climate
Nangarhar district belongs to continental climate and semi-arid region. Therefore the temperature
goes up until 40℃ in the daytime and goes down around 4℃ after sunset. The average annual
precipitation is round 220mm.
(5) Natural Reserve
There is no natural reserve around the Project site.
(6) Precious Spices and their Habitat
Natural Environmental Protection Agency (NEPA) designates 136 species living in Afghanistan as
precious and endangered species. However there is little influence against those spices because the
Project components are rehabilitation and construction of small schools, clinics and community roads.
(7) River
Water resource in Nangarhar district depends on rivers, Kabul and Kunal river. These rivers have a
lot of water from mountainous area throughout the year.
(8) Socio-economic Condition
Involuntary Resettlement
No involuntary resettlement occurs.
Land Acquisition
In the architectural components, no land acquisition is required because all components lands were
already acquired. In the civil engineering components, no land acquisition is also necessary because of
the upgrading of the existing roads.
Local Economy and Industry
There is no major industry except for agriculture.
Cultural Property
There is no historically and culturally important property.
1-3-1-3 Regulation and Organization related to Environmental and Social Considerations
(1) Law and Regulation related to Environmental and Social Consideration
Environment Law
The Article 15 of the Constitution stipulates the restoration of natural environment and sustainable
use of the natural resources and ecosystems. The major purposes of the Law are as follows;
5
i. Life improvement of nationals and preservation of health and ecosystem
ii. Maintenance of ecosystem function
iii. Compensation of needs of current and future generation
iv. Preservation of natural and cultural heritage
v. Promotion of sustainable development and rehabilitation of natural economy
Environmental Impact Assessment Regulations
Environmental Impact Assessment (EIA) procedure is stated based on the article 22, Environmental
Law. A project opponent must obtain the EIA License from National Environmental Protection
Agency in Afghanistan (NEPA) in case the projects as follows will be taken place.
Classification Detail
Category 1 Projects likely to have significant adverse impacts
Category 2 Projects with potentially adverse impacts
Others Any other project likely to cause adverse environmental effect as determined by the Deputy
Executive Director General of NEPA.
Since each Project components have little impact on environment and society around the project site,
the EIA is not required. However based on the Environmental Impact Regulations, Article 5, a
screening report is required to be submitted to NEPA from the opponent.
National Environmental Impact Assessment Policy
The necessary procedure and duration of EIA license procedure are stated in detail.
Regulation of Ambient Air Quality, Water Quality and Noise Level
The draft standard of Ambient Air Quality, Water Quality and Noise Level have been prepared by
NEPA, however they have not been in force yet.
(2) Related Organization
National Environmental Protection Agency (NEPA)
NEPA was established in 2005 based on Environmental Law. NEPA is a decision-maker of
environmental policies and the only authority to execute Environmental Law. Also it is expected that
NEPA preserves and maintains environment and society which nationals benefit from as well as
environment preservation. The organization chart of NEPA is shown in Figure 1-2-2.
6
Technical Deputy Planning and Policies Deputy Administrative Deputy Departments of 34 Provinces
Natural Heritage Protection Department
Environment Supervision and Inspection Department
Environment Evaluation and Sustainable Development
Climate Change Department
Department of InternationalRelations on Environment
Department of Legislative and Policy on Environment
Environment Planning Department
Department of Information and Public Relation
Human Resources Department
Finance and Accounting Department
Procurement and Services Department
Gender Office
Information Technology Office
General Directorate of national
High Committee of National Environment
Internal Inspection Office
Office Of Department
Source) NEPA
Figure 1-2-2 Organization Chart of NEPA
The NEPA’s allocated and used budgets past 5 years are shown in Table 1-2-2.
Table 1-2-2 Allocated and Used Budget Past 5 Years
(Unit:USD) Year Allocated Budget Used Budget
2007 490,196 -
2008 678,431 217,728
2009 1,549,803 560,784
2010 900,578 591,509
2011 963,039 653,392 Source) NEPA
United Nation Environmental Program (UNEP)
In order to establish EIA procedure and Laws related to environmental and social considerations
after the war, UNEP has dispatched specialists in order to assist the establishment of NEPA and
improve the capacity of NEPA staff.
Wildlife Conservation Society (WCS)
WCS has carried out monitoring and studies as preservation works of coniferous forest in
Afghanistan together with local residents. Also, WCS has assisted not only the Government but also
local communities in monitoring the sustainable use of natural resources and wildlife.
7
1-3-1-4 Consideration of Alternatives
The comparison of alternatives is limited to only implementation and no implementation (zero
option) of the Project based on the reasons as follows;
As stated in Chapter 1-3-1-1 Outline, the land of the project components has already acquired.
High priority components are selected in consideration of factors such as budget, beneficiary, easiness
of maintenance, as well as negative impact in case of no implementation etc.
(1) Architectural Components
The alternatives comparison of the architectural components is shown in Table 1-2-3.
Table 1-2-3 Alternatives comparison of Architectural Components
Item Implementation of the Project No implementation (Zero Option)
Facility Outline School ( 14 schools, Two-story Building)
Total: 225 class rooms new construction
Clinic (1 BHC, 2 CHCs, Flat Building)
Total Floor Area: 932m2 of new construction
School (14 schools, Flat Building)
3 existing schools are aging structures and
remain unusable.
Clinic (2 SHCs, 1 CHC, Flat Building)
Due to small structure, it is not enough to
accept all patients.
Beneficiary 8 villages (21,142 household) No
Project Cost JPY 443 Million No
Project Effect The life environment of returnees and local
resident will be improved.
The needs of returnees and local residents
will not be met.
Technical Aspect Widely used and common method in
Afghanistan
No
Environmental
Consideration
Extremely little impact No
Social
Consideration
Little impact is expected because the lands
have already acquired, no involuntary
resettlement occurs, and each components
are small-sized.
No
Evaluation Good Fair
Remark) BHC :Basic Health Center
CHC :Comprehensive Health Center
SHC :Sub-health Center
(2) Civil Engineering Components
The alternatives comparison of the civil engineering components is shown in Table 1-2-4.
Table 1-2-4 Alternatives Comparison of Civil Engineering Components
Item Implementation of the Project Zero Option
Facility Outline Road (Total Length: 30.16 km)
DBST Pavement (Lane Width: 6.00m,
Shoulder: 1.0m each side)
Bridge (One Bridge)
Road (Total Length: 30.16 km)
Existing Road (Un-paved)
Bridge (One Bridge)
Existing Pipe Culvert (φ900×2 boxes)
8
Item Implementation of the Project Zero Option
Box Culvert (3,000mm×2,500mm×2 boxes)
Beneficiary 5 villages (15,703 household) No
Project Cost JPY 341 Million No
Project Effect The life environment of returnees and local
resident will be improved.
Transportation cost for agricultural products
will be reduced.
No
Technical Aspect Widely used and common method in
Afghanistan
No
Environmental
Consideration
Extremely little impact When passing vehicle, dust will be thrown
up.
Social
Consideration
Little impact is expected because the lands
have already acquired, no involuntary
resettlement occurs, and each component are
small-sized.
No
Evaluation Good Fair
1-3-1-5 Scoping and TOR of Environmental and Social Survey
(1) Architectural Components
Scoping of the architectural components is shown in Table 1-2-5. Also terms of reference (TOR)
of the environmental and social survey items which are assessed at A-, B- and C- is shown in Table
1-2-6.
Table 1-2-5 Scoping of Architectural Components
Cate-
gory #
Environmental
and Social Item
Assessment
Reason of Assessment Planning &
Construction
Stage
Operation
Stage P
ollution Measures
1 Air Quality B- D
Construction Stage:Tentatively air quality is expected to
deteriorate because of dust arising from the removal of the
existing structures and construction as well as emission gas
arising from construction vehicles.
Operation Stage : No factor affecting air quality is
expected.
2 Water Quality B- B-
Construction Stage:Water quality of rivers/streams is
expected to deteriorate to some extent when the demolition
of the existing structures since some schools are close to
the rivers/streams. Also, water quality of the existing water
well is expected to deteriorate.
Operation Stage:Due to the increase of the student for
schools and the patient for clinics, the number of toilet
users goes up. Therefore, water quality of the water wells
is expected to deteriorate.
3 Wastes B- D
Construction Stage:Abandoned soil and wastes arising
from construction works are expected to generate.
Operation Stage : No factor affecting surrounding
9
Cate-
gory #
Environmental
and Social Item
Assessment
Reason of Assessment Planning &
Construction
Stage
Operation
Stage
environment is expected.
4 Soil
Contamination B- B-
Construction Stage : Oil spill from the construction
machinery and vehicles is expected.
Operation Stage:Due to the increase of the student for
schools and the patient for clinics, the number of the toilet
users goes up. Therefore, soil around the toiles is expected
to be contaminated from the penetration of sewage from
the toilets into soil.
5 Noise &
Vibration B- D
Construction Stage:Noise and vibration arising from
operations of the construction machinery and vehicles are
expected.
Operation Stage : No factor affecting surrounding
environment is expected.
6 Subsidence D D No work triggering subsidence is expected.
7 Offensive Odor B- B-
Construction Stage :Offensive odor arising from the
construction machinery and vehicles is expected to
generate.
Operation Stage:Due to the increase of the student for
schools and patient for clinics, the number of toilet users
goes up. Therefore, offensive odor from the toilets is
expected to generate.
8 Sediment B- D
Construction Stage:Sediment is expected to deteriorate
to some extent due to soil and sand slide when the
demolition of the existing structures since some schools
are close to rivers/streams.
Operation Stage:No factor affecting sediment is expected.
Natural E
nvironment
9 Protected Areas D D No protected area around the Project sites does exist.
10 Ecosystem D D Due to the construction in designated compounds, no
impact against ecosystem is expected.
11 Hydrology B- D
Construction Stage:Hydrology is expected to deteriorate
to some extent due to soil and sand slide when the
demolition of the existing structures since some schools
are close to rivers/streams.
Operation Stage : No factor affecting hydrology is
expected.
12 Topography &
Geology B- D
Construction Stage:Topology and Geology is expected to
be affected due to inappropriate earth cut and earth fill.
Also, disorganized cutout in quarries is expected.
Operation Stage:No factor affecting topography and
geology is expected.
Social
13 Resettlement D D Since all compound for schools and clinics are secured in
advance, no resettlement occurs.
14 The Poor B+ B+
Construction Stage:The poor is expected to benefit from
the creation of new jobs arising from construction works.
Operation Stage:The access to the schools and clinics is
10
Cate-
gory #
Environmental
and Social Item
Assessment
Reason of Assessment Planning &
Construction
Stage
Operation
Stage
expected to become easy for the poor.
15
Ethnic Minority
& Indigenous
Minority
D D
No ethnic minority and indigenous minority suffering loss
around the Project sites does exist.
16
Local Economy
such as
Employment and
Livelihood etc.
B+ B+
Construction Stage:The number of tentative employees
engaging construction works is expected to increase.
Operation Stage:The employment opportunity is expected
to increase due to maintenance works of newly constructed
schools and clinics.
17
Land Use and
Utilization of
Local Resources
D D
No factor affecting land use and utilization of local
resources does exist.
18 Water Usage B- D
Construction Stage:The access to the existing water wells
during construction is expected to be restricted.
Operation Stage:No factor affecting water usage does
exist.
19
Existing Social
Infrastructures
and Services
B- B+
Construction Stage:The students and patients are expected
to be affected during the construction of the schools and
the clinics.
Operation Stage:The social service is expected to be
improved by the expansion of the schools and the clinics.
20
Social
Institutions such
as Social
Infrastructure
and Local
Decision-making
Institutions
D D
No social institutions and local decision-making
institutions is expected to be affected based on the reasons
(1) to select high priority components after needs survey
targeting 11 villages (2) to obtain consensus from the
Government and local communities.
21
Misdistribution
of Benefit and
Damage
D D
As above.
22 Local Conflict of
Interests D D
As above.
23 Cultural
Heritage D D
No cultural heritage to be affected around the Project site
does exist.
24 Landscape D D
No factor affecting landscape is expected based on the
reason that the size of construction work is not large-sized
and widely used construction methods are used.
25 Gender D D No adverse impact against gender is expected.
26 Right of
Children D B+
Operation Stage:The education environment is expected to
be improved because of the construction of the schools.
27
Infectious
Diseases such as
HIV/AIDS
B- D
Construction Stage:Infectious diseases are expected to
spread due to inflow of construction workers into the
Project sites during construction stage.
Operation Stage:No factor affecting infectious disease is
11
Cate-
gory #
Environmental
and Social Item
Assessment
Reason of Assessment Planning &
Construction
Stage
Operation
Stage
expected.
28
Working
Condition
including
Occupational
Safety
B- D
Construction Stage : Working condition including
occupational safety for construction workers is expected to
deteriorate.
Operation Stage:No factor affecting working condition
including occupational safety does exist.
Others
29 Accident B- D
Construction Stage:Accidents during construction and
accidents involving third persons are expected to happen.
Operation Stage:No factor provoking accidents does exist.
30 Global Warming D D The impact on global warming is expected little because all
components are small-sized.
Assessment Level) A+/-: Significant positive/negative impact is expected.
B+/-: Some positive/negative impact is expected.
C+/-: Extent of impact is unknown.
D : No impact is expected.
Table 1-2-6 TOR of Environmental and Social Survey (Architectural Components)
Survey Item Investigation Item Investigation Method
Air Quality (1) Confirmation of air quality standard in
Afghanistan
(2) Impact during construction stage
(3) Monitoring survey carried out by the
opponent in the past
(1) Investigation into existing documents.
(2) Investigation into construction details such as
method, duration, location, construction
machinery, the number of vehicles etc.
(3) Investigation into the monitoring survey
capacity of the opponent by checking
existing report and hearing survey.
Water Quality (1) Confirmation of water quality standard in
Afghanistan
(2) Construction method
(3) Confirmation of location of toilet and water
well
(4) Monitoring survey carried out by the
opponent in the past
(1) Investigation into existing documents.
(2) Investigation into feasible low-impact
construction method.
(3) Investigation into drawings.
(4) Investigation into the monitoring survey
capacity of the opponent by checking
existing report and hearing survey.
Wastes (1) Disposable method of construction wastes (1) Hearing to related organizations and
investigations into similar projects.
Soil
Contamination
(1) Countermeasures against oil spill during
construction
(2) Structure of toilet
(1) Investigation into construction details such a
as method, duration, construction machinery,
the number of vehicles, working area etc.
(2) Investigation into drawings and site
investigation.
Noise & Vibration (1) Confirmation of noise & vibration standard
in Afghanistan
(2) Impact during construction stage
(3) Monitoring survey carried out by the
opponent in the past
(1) Investigation into existing documents.
(2) Investigation into construction details such
as method, duration, location, construction
machinery, the number of vehicles, working
area etc.
(3) Investigation into the monitoring survey
12
Survey Item Investigation Item Investigation Method
capacity of the opponent by checking
existing report and hearing survey.
Offensive odor (1) Emission control standard
(2) Impact during construction stage
(3) Location and structure of the toilets
(1) Investigation into existing documents and
hearing survey.
(2) Investigation into construction details such as
method, duration, location, construction
machinery, the number of vehicles, working
area etc.
(3) Investigation into drawings and site
inspection.
Sediment (1) Impact during construction stage (1) Investigation into construction details such as
method, duration, location, construction
machinery, the number of vehicles, working
area etc.
Hydrology (1) Impact during construction (1) Investigation into construction details such as
method, duration, location, construction
machinery, the number of vehicles, working
area etc.
Topography &
Geology
(1) Confirmation of construction plan
(2) Confirmation of quarries
(1) Discussion with related authorities and
investigation into construction plan.
(2) Hearing survey and site investigation.
Water Usage (1) Confirmation of water usage during
construction stage
(1) Investigation into construction plan and
duration.
(2) Investigation into the possibility whether
water wells will be used during construction
stage or not.
Existing Social Infrastructures and Services
(1) Confirmation of facility usage during
construction
(1) Investigation into construction plan and
duration.
(2) Investigation into the possibility whether
facilities such as existing schools and clinics
will be used during construction stage or not.
Infectious Diseases such as HIV/AIDS
(1) Confirmation of current situation of
HIV/AIDS
(1) Investigation into existing documents.
(2) Hearing survey.
Working Condition including Occupational Safety
(1) Confirmation of labor law
(2) Confirmation of current working condition
(1) Investigation into existing documents.
(2) Hearing survey.
Accident
(1) Confirmation of construction Plan (1) Hearing survey and investigation into
existing documents
(2) Investigation into construction details such as
method, duration, location, construction
machinery, the number of vehicles and
working area.
(2) Civil Engineering Components
Scoping of the civil engineering components is shown in Table 1-2-7. Also terms of reference
13
(TOR) of the environmental and social survey items which are assessed at A-, B- and C- is shown in
Table 1-2-8.
Table 1-2-7 Scoping of Civil Components
Cate-
gory #
Environmental
and Social Item
Assessment
Reason of Assessment Planning &
Construction
Stage
Operation
Stage
Pollution M
easures
1 Air Quality B- B+
Construction Stage:Tentatively air quality is expected to
deteriorate because of dust arising from the removal of the
existing structures and construction as well as emission
arising from construction vehicles.
Operation Stage:Dust arising from traffic is expected to be
improved due to the pavement of unpaved roads.
2 Water Quality B- D
Construction Stage:Water quality is expected to deteriorate
due to muddy water during earth work and the construction
of the bridge (box culvert). Also, discharged water from
construction machinery may affect water quality.
Operation Stage:No factor affecting water quality does
exist.
3 Wastes B- D
Construction Stage:Abandoned soil and wastes arising
from construction are expected to generate.
Operation Stage : No factor affecting surrounding
environment is expected.
4 Soil
Contamination B- D
Construction Stage:Oil spill from construction machinery
and vehicles is expected
Operation Stage : No factor affecting surrounding
environment is expected.
5 Noise &
Vibration B- B-
Construction Stage:Noise and vibration arising from the
operations of construction machinery and vehicles are
expected.
Operation Stage:Noise is expected to increase due to the
increase of travel speed.
6 Subsidence D D No work triggering subsidence is expected.
7 Offensive Odor B- B+
Construction Stage : Offensive odor arising from
construction machinery and vehicles is expected to
generate.
Operation Stage : Emission arising from vehicles is
expected to decrease due to the increase of travel speed.
8 Sediment B- D
Construction Stage:Muddy water is expected to settle down
on the river bed during construction of the bridge (box
culvert).
Operation Stage:No factor affecting sediment is expected.
Natural
Environm
ent
9 Protected Areas D D No protected area does exist around the Project sites.
10 Ecosystem D D
No impact on ecosystem is expected because the
construction is restricted to the improvement of the existing
roads and bridge.
11 Hydrology B- D Construction Stage:Hydrology is expected to be disturbed
14
Cate-
gory #
Environmental
and Social Item
Assessment
Reason of Assessment Planning &
Construction
Stage
Operation
Stage
during the bridge (box culvert) construction.
Operation Stage:No factor affecting hydrology does exist.
12 Topography &
Geology B- D
Construction Stage:Topology and Geology is expected to
be affected due to inappropriate earth cut and earth fill.
Also, disorganized cutout from quarries is expected.
Operation Stage :No factor affecting topography and
geology is expected.
Social Environm
ent
13 Resettlement D D Since construction is restricted to the improvement of the
existing roads and bridge, no resettlement occurs.
14 The Poor B+ B+
Construction Stage:The poor is expected to benefit from
the creation of new jobs arising from the construction
works.
Operation Stage:Positive impacts such as the improvement
of access to the schools and the clinics are expected because
of the development of the roads and bridge.
15
Ethnic Minority
& Indigenous
Minority
D D
No ethnic minority and indigenous minority suffering loss
around the Project sites does exist.
16
Local Economy
such as
Employment and
Livelihood etc.
B+ B+
Construction Stage:The number of tentative employees
engaging in construction works is expected to increase.
Operation Stage:The improvement of agricultural activities
are expected due to the development of the roads and
bridge. Eventually, the employment opportunity is expected
to increase.
17
Land Use and
Utilization of
Local Resources
B- D
Construction Stage:Detours are expected to be required
during the construction of the bridge (box culvert).
Therefore, tentative land lease may be required.
Operation Stage : No factor affecting land use and
utilization of local resources is expected.
18 Water Usage D D No impact against water usage is expected due to the
development of the roads and bridge on the existing roads.
19
Existing Social
Infrastructures
and Services
B- B+
Construction Stage:Traffic congestion is expected at the
part of the detour during bridge construction.
Operation Stage:Access to social services such as the
schools and the clinics is expected to be improved by the
development of the roads and bridge.
20
Social
Institutions such
as Social
Infrastructure
and Local
Decision-making
Institutions
D D
No factor affecting social institutions and local
decision-making institutions is expected due to the
development of the existing roads and bridge.
21 Misdistribution
of Benefit and D D
No factor affecting misdistribution of benefit and damage is
expected due to the development of the existing roads and
15
Cate-
gory #
Environmental
and Social Item
Assessment
Reason of Assessment Planning &
Construction
Stage
Operation
Stage
Damage bridge.
22 Local Conflict of
Interests D D
No factor affecting local conflict of interests is expected due
to the development of the existing roads and bridge.
23 Cultural
Heritage D D
No cultural heritage does exist around the Project sites.
24 Landscape D D No factor affecting landscape is expected due to the
development of the existing roads and bridge.
25 Gender D D No factor affecting gender issue is expected due to the
development of the existing roads and bridge.
26 Right of
Children D D
No factor affecting right of children is expected due to the
development of the existing roads and bridge.
27
Infectious
Diseases such as
HIV/AIDS
B- D
Construction Stage:Infectious diseases are expected to
spread due to the inflow of construction workers into the
Project sites during construction stage.
Operation Stage:No factor affecting infectious disease is
expected.
28
Working
Condition
including
Occupational
Safety
B- D
Construction Stage : Working condition including
occupational safety for construction workers is expected to
deteriorate.
Operation Stage:No factor affecting working condition
including occupational safety does exist.
Others
29 Accident B± B-
Planning Stage:Prevention measures such as the expansion
of the roads and improvement of bridge is expected to be
taken.
Construction Stage:Accidents during construction and
accidents involving third persons are expected to happen.
Operation Stage:No factor provoking accidents does exist.
30 Global Warming D D The impact on global warming is expected little because all
components are small-sized.
Assessment Level) A+/-: Significant positive/negative impact is expected.
B+/-: Some positive/negative impact is expected.
C+/-: Extent of impact is unknown.
D : No impact is expected.
Table 1-2-8 TOR of Environmental and Social Survey (Civil Components)
Survey Item Investigation Item Investigation Method
Air Quality (1) Confirmation of air quality standard in
Afghanistan
(2) Confirmation of the location of schools and
clinics to be affected easily around the
Project site
(3) Impact during construction
(4) Monitoring survey carried out by the
opponent in the past
(1) Investigation into existing documents.
(2) Investigation into existing documents and
site investigation.
(3) Investigation into construction details such
as method, duration, location, construction
machinery, number of vehicle etc.
(4) Investigation into monitoring survey
capacity of the opponent by checking
existing report and hearing survey.
16
Survey Item Investigation Item Investigation Method
Water Quality (1) Confirmation of water quality standard in
Afghanistan
(2) Constriction method
(3) Monitoring survey carried out by the
opponent in the past
(1) Investigation into existing documents
(2) Investigation into feasible low-impact
construction method
(3) Investigation into monitoring survey
capacity of the opponent by checking
existing report and hearing survey.
Wastes (1) Disposal method of construction wastes (1) Hearing survey to related organizations and
investigation into similar projects
Soil
Contamination
(1) Countermeasures against oil spill during
construction stage
(1) Investigation into construction details such a
as method, duration, construction
machinery, the number of vehicles, working
area etc.
Noise & Vibration (1) Confirmation of noise & vibration standard
in Afghanistan
(2) Distance from schools and clinics to the
source origin
(3) Impact during construction stage
(4) Monitoring survey carried out by the
opponent in the past
(1) Investigation into existing documents
(2) Site investigation
(3) Investigation into construction details such
as method, duration, location, construction
machinery, the number of vehicles, working
area etc.
(4) Investigation into monitoring survey
capacity of the opponent by checking
existing report and hearing survey.
Offensive Odor (1) Emission regulation standard
(2) Impact during construction stage
(1) Investigation into existing documents and
hearing survey
(2) Investigation into construction details such
as method, duration, location, construction
machinery, the number of vehicles, working
area etc.
Sediment (1) Impact during construction stage (1) Investigation into construction details such
as method, duration, location, construction
machinery, the number of vehicles, working
area etc.
Hydrology (1) Impact during the bridge construction (1) Investigation into construction details such as
method, duration, location, construction
machinery, the number of vehicles, working
area etc.
Topography &
Geography
(1) Confirmation of construction plan
(2) Confirmation of quarries and sand pit
(1) Discussion with related authorities and
confirmation of construction plan.
(2) Hearing survey and site investigation
Land Use and
Utilization of
Local Resources
(1) Confirmation of the current land use plan
and utilization of local resources
(1) Investigation into existing documents
(2) Hearing survey and site investigation
Existing Social Infrastructures and Services
(1) Confirmation of facility usage during
construction
(1) Hearing survey and site investigation
(2) Investigation of existing documents
Infectious
Diseases such as
HIV/AIDS
(1) Confirmation of current situation of
HIV/AIDS
(1) Investigation into existing documents
(2) Hearing survey
Working (1) Confirmation of labor law (1) Investigation into existing documents.
17
Survey Item Investigation Item Investigation Method
Condition
including
Occupational
Safety
(2) Confirmation of current working condition (2) Hearing survey.
Accident
(1) Confirmation of the number of accidents
(2) Confirmation of construction plan
(1) Hearing survey and investigation into
existing documents
(2) Investigation into construction details such as
method, duration, location, construction
machinery, the number of vehicles and
working area.
1-3-1-6 Result of Environmental and Social Survey
(1) Architectural Components
Based on the TOR of environmental and social survey shown in Table 1-2-6, the result of the
survey is shown in Table 1-2-9.
Table 1-2-9 Result of Survey
Survey Item Result of Survey
Air Quality Draft air quality standard is established but has not been put in effect yet.
Construction machinery, plan and method are considered in order to minimize the impact on
air quality.
Low-emission type construction machinery is used and unnecessary idling is not allowed.
Independent Directorate of Local Governance (IDLG) has enough monitoring capacity to
carry out the monitoring surveys of the Project.
Water Quality Draft water quality standard is established but has not been put in effect yet.
Construction machinery, plan and method which affect less water quality are introduced.
The toilets are constructed far from the school and clinic buildings.
IDLG has enough monitoring capacity to carry out the monitoring surveys of the Project.
Wastes Wastes arising from the construction work are disposed properly.
Soil Contamination Since appropriate construction machinery, plan and method are introduced, soil in/around the
Project site is contaminated less.
Since the structure of toilets are penetration type, the soil around is contaminated.
Noise & Vibration Draft noise standard is established but has not been put in effect yet. Also, no vibration
standard has established even draft version.
Construction machinery, plan and method are considered in order to minimize the impact
against noise & vibration.
IDLG has enough monitoring capacity to carry out the monitoring surveys for the Project.
Offensive Odor Draft emission regulation standard is established but has not been put in effect yet.
Low-emission construction machinery is used and unnecessary idling is not allowed.
The toilets are constructed far from the school and clinic buildings.
Sediment No work affecting sediment does planned.
Hydrology No work affecting hydrology does planned.
Topography &
Geography
No earth cut and earth fill requiring special skills are planned.
Quarries have been maintained appropriately.
Water Usage The water wells can be used even during construction.
Existing Social Existing school buildings can be used even during construction stage.
18
Survey Item Result of Survey
Infrastructures and Services
Infectious Diseases such as HIV/AIDS
Based on a report prepared by Ministry of Public Health, the infection rate of HIV/AIDS is
extremely law.
Most of the HIV/AIDS patients are constant drug users of which the infection rate is about
7%.
Ministry of Public Health together with UN established National AIDS Control Program in
2003 and has implemented awareness campaigns against HIV/AIDS.
Working Condition including Occupational Safety
Labor law is established.
Accident There is possibility that third persons are involved in the accident during construction.
(2) Civil Engineering Components
Based on the TOR of environmental and social survey shown in Table 1-2-8, the result of the
survey is shown in Table 1-2-10.
Table 1-2-10 Result of Survey
Survey Item Result of Survey
Air Quality Draft air quality standard is established but has not been put in effect yet.
No school and clinic around the Project site does exist.
Construction machinery, plan and method are considered in order to minimize the impact
against air quality.
Low-emission type construction machinery is used and unnecessary idling is not allowed.
IDLG has enough monitoring capacity to carry out the monitoring surveys of the Project.
Water Quality Draft air quality standard is established but has not been put in effect yet.
Construction machinery, plan and method which affect less water quality are introduced.
IDLG has enough monitoring capacity to carry out the monitoring surveys of the Project.
Wastes Wastes arising from construction work are disposed properly.
Soil Contamination Since appropriate construction machinery, plan and method are introduced, soil in/around the
Project site is contaminated less.
Noise & Vibration Draft noise standard is established but has not been put in effect yet. Also, no vibration
standard has established even draft version.
The location of the schools and the clinics is confirmed.
Construction machinery, plan and method are considered in order to minimize the impact
against noise & vibration.
IDLG has enough monitoring capacity to carry out the monitoring surveys of the Project.
Offensive Odor Draft emission regulation standard is established but has not been put in effect yet.
Low-emission construction machinery is used and unnecessary idling is not allowed.
Sediment Construction methods affecting the sediment less are selected and waste water arising from
construction works is not discharged into the rivers directly
Hydrology Less impact against hydrology is selected during the construction of the bridge.
Topography &
Geography
No earth cut and earth fill requiring special skills are planned.
Quarries have been maintained appropriately.
Land Use and Utilization of Local Resources
Detours during construction of the bridge can be installed in land possessed by the
Government.
19
Survey Item Result of Survey
Existing Social Infrastructures and Services
Traffic on the detours can be handled without congestion because of less traffic volume around
the Project site.
Infectious Diseases such as HIV/AIDS
Based on a report prepared by Ministry of Public Health, the infection rate of HIV/AIDS is
extremely law.
Most of the HIV/AIDS patients are constant drug users of which the infection rate is about
7%.
Ministry of Public Health together with UN established National AIDS Control Program in
2003 and has implemented awareness campaigns against HIV/AIDS.
Working Condition including Occupational Safety
Labor law is established.
Accident Few traffic accidents have occurred in/around the Project sites.
There is possibility that third persons are involved in the accident during construction stage.
1-3-1-7 Impact Assessment
(1) Architectural Components
Based on the result of survey in Table 1-2-9, the impact assessment is shown in Table 1-2-11.
Table 1-2-11 Impact Assessment based on the Result of Survey
Cate- gory
# Environmental and Social Item
Assessment at the Scoping
Assessment based on the
Result of SurveyReason of Assessment
Planning,
Construc-
tion Stage
Operation
Stage
Planning,
Construc-
tion Stage
Operation
Stage
Pollution M
easure
1 Air Quality B- D B- D
Construction Stage : Some impacts are
expected due to the operation of the
construction machinery.
2 Water Quality B- B- B- B-
Construction Stage: Water quality is expected
to deteriorate to some extent when the
demolition of the existing structures since
some schools come close to rivers/streams.
However the impact is limited by introducing
appropriate construction method. Also no
impact on water well is expected because the
location of the water well is far from the
construction sites.
Operation Stage:No impact on water well is
expected because the location of the water well
is far from the toilets.
3 Wastes B- D D D
Construction Stage : Wastes arising from
construction works generate on a temporally
basis. However they are disposed properly.
4 Soil
Contamination B- B- B- B-
Construction Stage : Oil spill from the
construction machinery is expected but it is
possible to minimize the impact by regular
maintenance work and education for
20
Cate- gory
# Environmental and Social Item
Assessment at the Scoping
Assessment based on the
Result of SurveyReason of Assessment
Planning,
Construc-
tion Stage
Operation
Stage
Planning,
Construc-
tion Stage
Operation
Stage
employees. Operation Stage:Soil contamination by the penetration of sewage from the toilets is expected.
5 Noise &
Vibration B- D B- D
Construction Stage:Noise and vibration arise
from the construction machinery but the
impact is limited.
6 Subsidence D D N/A N/A -
7 Offensive Odor B- B- B- B-
Construction Stage : Offensive odor from
emission from the construction machinery is
expected but the impact is limited.
Operation Stage:Offensive odor arising from
toilets is expected to be generated but the
impact is limited.
8 Sediment B- D D D Construction Stage:Large-sized works causing land sliding is not expected.
Natural E
nvironment
9 Protected Areas D D N/A N/A -
10 Ecosystem D D N/A N/A -
11 Hydrology B- D D D Construction Stage : No work affecting
hydrology is expected.
12 Topography &
Geology B- D D D
Construction Stage:Appropriate construction management is done. Also, the quarries are well-maintained.
Social Environm
ent
13 Resettlement D D N/A N/A -
14 The Poor B+ B+ B+ B+
Construction Stage:Some of the poor benefit from employment arising from the construction work and eventually improve their livelihood. Operation Stage:Access to the schools and the clinics is expected to be easy.
15
Ethnic Minority
& Indigenous
Minority
D D N/A N/A -
16
Local Economy
such as
Employment and
Livelihood etc.
B+ B+ B+ B+
Construction Stage : The number of
construction workers is expected to increase
tentatively.
Operation Stage:Employment opportunity is
expected to increase because of the increase of
maintenance work of newly constructed
schools and clinics.
17
Land Use and
Utilization of
Local Resources
D D N/A N/A -
18 Water Usage B- D D D
Construction Stage:Water wells in the existing
schools and clinics can be used even during
construction stage.
21
Cate- gory
# Environmental and Social Item
Assessment at the Scoping
Assessment based on the
Result of SurveyReason of Assessment
Planning,
Construc-
tion Stage
Operation
Stage
Planning,
Construc-
tion Stage
Operation
Stage
19
Existing Social
Infrastructures
and Services
B- B+ D B+
Construction Stage:The schools and clinics
can be used even during construction stage. Operation Stage:Social service is expected to be improved by the expansion of the schools and clinics.
20
Social
Institutions such
as Social
Infrastructure
and Local
Decision-making
Institutions
D D N/A N/A -
21
Misdistribution
of Benefit and
Damage
D D N/A N/A -
22 Local Conflict of
Interests D D N/A N/A -
23 Cultural
Heritage D D N/A N/A -
24 Landscape D D N/A N/A -
25 Gender D D N/A N/A -
26 Right of
Children D B+ D B+
Operation Stage:Educational environment is expected to be improved by the development of the schools.
27
Infectious
Diseases such as
HIV/AIDS
B- D B- D
Construction Stage: Infectious diseases are
expected to spread due to the inflow of the
construction workers into the Project sites
during construction stage. But the impact is
limited.
28
Working
Condition
including
Occupational
Safety
B- D D D Construction Stage :Construction plan and safety plan in accordance with the labor law in Afghanistan are expected to be prepared.
Others
29 Accident B- D B- D
Construction Stage:Consideration for accident
is required during construction stage. Also,
accidents involving third persons are expected
to happen less.
30 Global Worming D D N/A N/A -
Assessment Level) A+/-: Significant positive/negative impact is expected.
B+/-: Some positive/negative impact is expected.
C+/-: Extent of impact is unknown.
D : No impact is expected.
22
(2) Civil Engineering Components
Based on the result of survey in Table 1-2-10, the impact assessment is shown in Table 1-2-12.
Table 1-2-12 Impact Assessment based on the Result of Survey
Cate- gory
# Environmental and Social Item
Assessment at the Scoping
Assessment based on the
Result of SurveyReason of Assessment
Planning,
Construc-
tion Stage
Operation
Stage
Planning,
Construc-
tion Stage
Operation
Stage
Pollution M
easures
1 Air Quality B- B+ B- B+
Construction Stage:Some impact is expected
due to the operation of the construction
machinery.
Operation Stage:Impact on dust is expected to
mitigate due to the pavement work of unpaved
roads.
2 Water Quality B- D B- D
Construction Stage:Water quality is expected
to deteriorate due to muddy water during earth
work and the construction of the bridge (box
culvert). But the impact is limited. Also,
discharged water from construction machinery
is treated properly.
3 Wastes B- D D D
Construction Stage : Wastes arising from
construction works generate on a temporally
basis. However they are disposed properly.
4 Soil
Contamination B- D B- D
Construction Stage : Oil spill from the
construction machinery is expected but it is
possible to minimize the impact by regular
maintenance works and education for
employees.
5 Noise &
Vibration B- B- B- B-
Construction Stage:Noise and vibration arise from the construction machinery but the impact is limited. Operation Stage : Noise is expected to deteriorate because the traffic speed of vehicles goes up.
6 Subsidence D D N/A N/A -
7 Offensive Odor B- B+ B- B+
Construction Stage: Offensive odor arising
from the toilets is expected to be generated but
the impact is limited.
Operation Stage :Emission is expected to
decrease because the traffic speed of vehicles
goes up.
8 Sediment B- D B- D
Construction Stage:Muddy water arising from the bridge construction works is expected to sediment on the river bed but the impact is limited.
Natural
Environm
ent
9 Protected Areas D D N/A N/A -
10 Ecosystem D D N/A N/A -
11 Hydrology B- D D D Construction Stage:Construction works are
23
Cate- gory
# Environmental and Social Item
Assessment at the Scoping
Assessment based on the
Result of SurveyReason of Assessment
Planning,
Construc-
tion Stage
Operation
Stage
Planning,
Construc-
tion Stage
Operation
Stage
carried out only during dry season when the water level is very low. Also, tentative channel is constructed not to disturb the water flow.
12 Topography &
Geology B- D D D
Construction Stage:Appropriate construction management is expected to be done. Also, the quarries are well-maintained.
Social Environm
ent
13 Resettlement D D N/A N/A -
14 The Poor B+ B+ B+ B+
Construction Stage:Some of the poor benefit from employment arising from construction works and eventually improve their livelihood.Operation Stage:Access cost to social service facilities such as clinics is expected to decrease.
15
Ethnic Minority
& Indigenous
Minority
D D N/A N/A -
16
Local Economy
such as
Employment and
Livelihood etc.
B+ B+ B+ B+
Construction Stage : The number of
construction workers is expected to increase
tentatively.
Operation Stage:The roads and bridge to be
improved are expected to make transportation
for agricultural products more effective.
Accordingly, agriculture industry prospers and
employment opportunity on agricultural field
goes up.
17
Land Use and
Utilization of
Local Resources
B- D D D Construction Stage:A detour is expected to be introduced in public land during the construction of the bridge.
18 Water Usage D D N/A N/A -
19
Existing Social
Infrastructures
and Services
B± B+ D B+
Construction Stage:A detour is expected to be
required but no congestions is expected. Also,
traffic control persons are expected to be
mobilized. Operation Stage:Existing social infrastructures are expected to be improved by the improvement of road network.
20
Social
Institutions such
as Social
Infrastructure
and Local
Decision-making
Institutions
D D N/A N/A -
21
Misdistribution
of Benefit and
Damage
D D N/A N/A -
24
Cate- gory
# Environmental and Social Item
Assessment at the Scoping
Assessment based on the
Result of SurveyReason of Assessment
Planning,
Construc-
tion Stage
Operation
Stage
Planning,
Construc-
tion Stage
Operation
Stage
22 Local Conflict of
Interests D D N/A N/A -
23 Cultural
Heritage D D N/A N/A -
24 Landscape D D N/A N/A -
25 Gender D D N/A N/A -
26 Right of
Children D D N/A N/A -
27
Infectious
Diseases such as
HIV/AIDS
B- D B- D
Construction Stage: Infectious diseases are
expected to spread due to the inflow of
construction workers into the Project sites
during construction stage. But the impact is
limited.
28
Working
Condition
including
Occupational
Safety
B- D B- D Construction Stage :Construction plan and safety plan in accordance with the labor law in Afghanistan are expected to be prepared.
Others
29 Accident B± B- B± B-
Planning Stage:Prevention measures against
accidents such as the expansion of road width
and safety management are expected to be
introduced. Construction Stage:Consideration for accident is required during construction stage. Also, accidents involving third persons are expected to occur less. Operation Stage:The number of accidents is expected to increase due to increase of travel speed.
30 Global Worming D D N/A N/A -
Assessment Level) A+/-: Significant positive/negative impact is expected.
B+/-: Some positive/negative impact is expected.
C+/-: Extent of impact is unknown.
D : No impact is expected.
1-3-1-8 Cost Necessary for Mitigation Measures and Implementation of Mitigation Measures
(1) Architectural Components
The expected mitigation measures and their rough cost necessary for the implementation of
environmental and social items assessed at A- and B- in Table 1-2-13.
25
Table 1-2-13 Expected Mitigation Measures and their Cost Necessary for Implementation
# Environmental
and Social Item Expected Mitigation Measure
Implementation
Organization
Responsible
Organization
Cost
(Unit)
Planning & Construction Stage
1 Air Quality Construction machinery is used properly
without unnecessary idling. Also regular
maintenance works are implemented.
Sprinkling of water is carried out
regularly during dry season.
In case of placing backfilling and
excavated soil temporarily, the soil is
covered by anti-scattering sheets.
Monitoring is carried out regularly.
Contractor/
IDLG IDLG 7,800
2 Water Quality Waste water from construction sites is
not discharged into the rivers directly.
Construction machinery is not washed in
the rivers.
Monitoring is carried out regularly.
Contractor/
IDLG IDLG -
4 Soil
Contamination
Regular maintenance works are
implemented in order to avoid oil spill
from construction machinery.
Contractor IDLG -
5 Noise &
Vibration
Construction machinery is used properly.
Also regular maintenance works are
implemented.
Low-noise type construction machineries
are used.
Construction work is done only daytime.
Monitoring is carried out regularly.
Contractor/
IDLG IDLG 6,000
7 Offensive Odor Construction machinery is used properly
without unnecessary idling. Also regular
maintenance works are implemented.
Contractor IDLG -
27 Infectious
Diseases such as
HIV/AIDS
Awareness campaigns against infectious
diseases are implemented for the
construction workers. Also an article
above is stipulated in the contract with
contactor.
Contractor/
IDLG IDLG -
29 Accidents Safety education for construction
workers is carried out. Also an article
above is stipulated in the contract with
contractor.
Traffic control persons are mobilized.
Construction details such as plan,
implementation organization are
disclosed by using mass media.
Contactor/
IDLG IDLG -
Sub-total 13,800
Operation Stage
2 Water Quality Sewage of the toilets is disposed properly
and regularly. IDLG IDLG 700
4 Soil Sewage of the toilets is disposed properly IDLG IDLG -
26
# Environmental
and Social Item Expected Mitigation Measure
Implementation
Organization
Responsible
Organization
Cost
(Unit)
Contamination and regularly.
7 Offensive Odor Sewage of the toilets is disposed properly
and regularly. IDLG IDLG -
Sub-total 700
Grand Total 14,500
(2) Civil Engineering Components
The expected mitigation measures and their rough cost necessary for implementation of
environmental and social items assessed at A- and B- in Table 1-2-14.
Table 1-2-14 Expected Mitigation Measures and their Cost Necessary for Implementation
# Environmental
and Social item Expected Mitigation Measure
Implementation
Organization
Responsible
Organization
Cost
(Unit)
Planning & Construction Stage
1 Air Quality Construction machinery is used properly
without unnecessary idling. Also regular
maintenance works are implemented.
Sprinkling of water is carried out
regularly during dry season.
In case of placing backfilling and
excavated soil temporarily, the soil is
covered by anti-scattering sheets.
Monitoring is carried out regularly.
Contractor/
IDLG IDLG 13,000
2 Water Quality Construction machinery is used properly.
Also regular maintenance works are
implemented.
Waste water from construction sites is
not discharged into the rivers directly.
Construction machinery is not washed in
the rivers.
Monitoring is carried out regularly.
Contractor/
IDLG IDLG 75
4 Soil
Contamination
Regular maintenance work is
implemented in order to avoid oil spill
from construction machinery.
Contractor IDLG -
5 Noise &
Vibration
Construction machinery is used properly.
Also regular maintenance work is
implemented.
Low-noise type construction machinery
is used.
Construction work is done only daytime.
Monitoring is carried out regularly.
Contractor/
IDLG IDLG 6,000
7 Offensive Odor Construction machineries are used
properly without unnecessary idling.
Also regular maintenance work is
implemented.
Contractor IDLG -
27
# Environmental
and Social item Expected Mitigation Measure
Implementation
Organization
Responsible
Organization
Cost
(Unit)
8 Sediment Muddy water from construction sites is
not discharged into the rivers directly. Contractor IDLG -
27 Infectious
Diseases such as
HIV/AIDS
Awareness campaigns against infectious
diseases are implemented for the
construction workers. Also an article
above is stipulated in the contract with
contactor.
Contractor/
IDLG IDLG -
28 Working
Condition
including
Occupational
Safety
An article “Compliance with the Labor
Law” is stipulated in the contract with
contractor. Contractor/
IDLG IDLG -
29 Accident Safety education for construction
workers is carried out. Also an article
above is stipulated to the contract with
contractor.
Traffic control persons are mobilized.
Construction details such as plan,
implementation organization are
disclosed by using mass media.
Contractor/
IDLG IDLG -
Sub-total 19,075
Operation Stage
5 Noise &
Vibration
Monitoring is carried out regularly. IDLG IDLG 2,400
29 Accident Drivers are called to keep appropriate
traffic speed.
Nangarhar
Province Police
Nangarhar
Province Police -
Sub-total 2,400
Grand Total 21,475
1-3-1-9 Monitoring Plan
The detail of monitoring surveys in Architectural Components is shown in Table 1-2-15 and that in
Civil Engineering Components is shown in Table 1-2-16. Monitoring surveys before and during
construction shall be implemented by contractor and reported to JICA and NEPA by IDLG.
Monitoring surveys after operation shall be implemented and reported to JICA and NEPA by IDLG.
Table 1-2-15 Monitoring Plan (Draft) of Architectural Components
Kind of
Survey Parameter to be Analyzed
Frequency
Location Before
Construction
During
Construction
(Duration)
Operation
(Duration)
Air Quality SO2, NO2, O3, SPM, Dust Once
Twice/Year
(Construction
Period)
- One point at School
Construction Site
Water Quality MoPH standard*1)
(pH, Temperature, Odor, Color, -
Once/Year
(After
Once/Year
(Two Years) 14 Water Wells
28
Kind of
Survey Parameter to be Analyzed
Frequency
Location Before
Construction
During
Construction
(Duration)
Operation
(Duration)
Turbidity, Arsenic, Ammonia,
Bicarbonate, Copper, Sulfate,
Fluoride, Chloride, Manganese,
Conductivity, Iron, Nitrites,
Nitrate, E.C, Coliform, Fecal
Coliform)
Construction)
Noise Leq, L10, L90 Once
Twice/Year
(Construction
Period)
- One point at School
Construction Site
Note) *1): All parameters can be analyzed in the laboratory of MoPH.
Remark) Water quality of 7 existing water wells were analyzed as a baseline survey of the Project, therefore the water
quality surveys for the water wells before construction shall be omitted.
Table 1-2-16 Monitoring Plan (Draft) of Civil Engineering Components
Kind of
Survey Parameter to be Analyzed
Frequency
Location Before
Construction
During
Construction
(Duration)
Operation
(Duration)
Air Quality PM10, SO2, NO2, CO, Dust Once
Twice/Year
(Construction
Period)
- One point at Road
Construction Site
Water Quality pH, SS, BOD/ COD, DO, Oil &
Grease, Turbidity Once
Once/Year
(After
Construction)
- One point at Road
Construction Site
Noise Leq, L10, L90 Once
Twice/Year
(Construction
Period)
Once/Year
(Two Years)
One point at Road
Construction Site
1-3-1-10 Stakeholder Meeting
When deciding the Project components, 20 in total stakeholder meetings were taken place to share
the information and obtain the consensus from various stakeholders. The outline of the meetings is
shown in Table 1-2-17.
Table 1-2-17 Outline of Stakeholder Meeting
# Date & Time Main Target Participants Main Agenda
1 2nd June 2012
9:00 ~ 9:30 Fateh Adad BCDC 11
Consensus formation
2 4th June 2012
14:30 ~ 15:45
Char Bagh BCDC,
District Principal, Local
Resident
10
About Charbagh Clinic component
3 5th June 2012
14:30 ~ 15:45 DoPH 5
Consensus formation
4 17th June 2012
15:45 ~ 16:40 NRRD 7
Sharing of the Project outline
29
# Date & Time Main Target Participants Main Agenda
5 20th June 2012
10:00 ~ 10:45 UNHCR 7
Consensus building
Project components
6 24th June 2012
14:00 ~ 15:00 DoE 7
Consensus formation
Project components
7 26th June 2012
9:00 ~ 10:00 Girdikas BCDC 9
Sharing of the Project outline
Consensus building
8 28th June 2012
9:00 ~ 10:00
Samarkhel BCDC,
Local Resident 13
Sharing of the Project outline
Consensus formation
9 3rd July 2012
9:30 ~ 10:00
Char Bagh BCDC,
Local Resident 10
Sharing of the Project outline
Consensus building
10 3rd July 2012
14:30 ~ 15:15
Sultan por Lower BCDC,
District Principal, Head
of Local Resident
9
Sharing of the Project outline
Consensus formation
GA scheme
11 2nd August 2012
9:00 ~ 10:00
Sultan por Lower
BCDC, Member of CDC10
Progress of the Project
GA scheme
12 2nd August 2012
10:30 ~ 11:30 Sultan por Upper BCDC 9
Discussion on components
13 6th August 2012
9:00 ~ 10:00
BCDC, District Principal,
Local Resident 13
Discussion on components
14 6th August 2012
10:45~11:30 Fateh Adad BCDC 8
Discussion on components
15 8th August 2012
9:00~10:00 Char Bagh BCDC 9
Discussion on components
Sharing information with CDC and local
resident
16 9th August 2012
9:30~10:30 Hada Akhund BCDC 8
Discussion on components
Request for information sharing with CDC
17 13th August 2012
9:00~10:00
Khoshgumbat BCDC,
District Principal 13
Discussion with components
18 14th August 2012
9:00~11:30
Miran BCDI,
Local Resident 15
Discussion on components
19 15th August 2012
10:30~11:30
Samarkel BCDC,
Local Resident 8
Consensus building
Discussion on components
20 16th August 2012
9:00~10:00
Saracha BCDC,
Local Resident 11
Discussion on components
Explanation of project outline 注) BCDC : Board of Community Development Council DoPH : Directorate of Public Health, Ministry of Public Health NRRD : Nangarhar Rural Rehabilitation Department DoE : Directorate of Education, Ministry of Education
1-3-2 Land Acquisition and Resettlement
In the Project, no land acquisition and resettlement is required since all lands for Project components
have been already donated by the Government and/or local communities.
30
Chapter 2 Contents of the Project
2-1 Basic Concept of the Project
2-1-1 Overall Goal and Project Purpose
Overall goal of this project is to improve living environment of the returnees and receiving
communities in Nangarhar Province. Improvement of living environment in rural area corresponds to
the long term policy set forth in ANDS (Afghanistan National Development Strategy) as facilitating
reintegration and promoting the social, economic, political welfare of rural community especially
poor and valinerable people and improving basic living infrastructure in order to achieve the
aforementioed. Besides, it also agrees to the policy of consideration to the refugees on National
Priority Program which has confirmed at international conference for Afghan refugees held on May
2012.
In such situation, this project aims to improve living environment of the target community through
expansion of school and clinic facilities and improvement of access to these facilities.
2-1-2 Outline of the Project
To achieve above mentioned objectives, this project will construct and improve community
infrastructures such as school, clinic, rural road, bridge and incidental facilities in following 11 and
related villages in 2 districts of Nangarhar province. Improvement of living environment, creation of
employment opportunities, facilitation of reintegration of returnees and poverty reduction impact are
expected in target communities. The project components of construction work are shown in Table
2-1-1 .
・Site address: Behsud and Surkhrod districts in Nangarhar Province
Behsud District:Hada Akhunzada, Girdi Kas, Khushgunbad, Miran, Samarkhel, Saracha
Surkhrod District:Bala Bagh, Char Bagh, Fateh Abad, Sultan Por Paeen (Lower), Sultan Por
Ulya (Upper)
Table 2-1-2 shows the reserved project list. Priority and resered project list will be explained in
2-2.
31
Table 2-1-1 Project Component
1 BEHSUD GA-B-E-02 Khushgumbad SchoolUpgrading of Abobakar Sadiq High School inKhushgumbad
18 class(9*2)
1 BEHSUD GA-B-H-01 Samarkhel ClinicUpgrading of SHC(Sub-health center) inSmarkhel BHC
5 BEHSUD GA-B-E-05 Samarkhel SchoolUpgrading of Samarkhel High School /Construction of Primary Branch Mi Ali SahebSchool
16 class
1 BEHSUD GA-B-E-09 Kariz Kabir SchoolUpgrading of Kariz Kabear-e- Markazi highSchool 16 class
1 SURKHROD GA-S-E-06 Fateh Abad School Upgrading of Fateh abad Male high school 18 class(9*2)
5 BEHSUD GA-B-E-01 Khushgumbad SchoolUpgrading of Tawheed Abad Primary School inKhushgumbad 9 class
5 SURKHROD GA-S-R-04 Char Bagh RoadUpgrading of the road connecting to ShikhMisry Town Ship 9.30 km
8 BEHSUD GA-B-R-02 Khushgumbad RoadUpgrading of feeder & village road inKhushgumbad 6.57 km
8 BEHSUD GA-B-R-03 Khushgumbad RoadUpgrading of village road from KhushgumbadTo Nahr-e-Shahi area 1.44 km
8 BEHSUD GA-B-RB-04 Khushgumbad Bridge Construction of Culvert 1 No
8 BEHSUD GA-B-E-06 Samarkhel School Upgrading of Samarkhel Camp Middle School 16 class
8 SURKHROD GA-S-R-01 Bala Bagh Road Upgrading of feeder road in Bala Bagh 4.3 km
8 SURKHROD GA-S-E-02 Bala Bagh School Upgrading of Bala Bagh Male High School 20 class
8 SURKHROD GA-S-E-03 Bala Bagh School Upgrading of Bala Bagh Female High School 20 class
8 SURKHROD GA-S-H-01 Char Bagh Clinic Upgrading of SHC in Char Bagh BHC
8 SURKHROD GA-S-E-04 Char Bagh School Upgrading of Char Bagh Safa School 20 class
8 SURKHROD GA-S-H-02 Sultan Por Lower Clinic Upgrading of CHC in Sultan Por Lower CHC
8 BEHSUD GA-B-R-05 Samarkhel Road Upgrading of feeder road in Samarkhel 1.1 km
19 BEHSUD GA-B-R-06 Saracha Road Upgrading of feeder and village road in Saracha 1.75 km
19 BEHSUD GA-B-E-08 Saracha School Upgrading of Juy Panzda Middle School 9 class
19 BEHSUD GA-B-E-03 Baland Ghar SchoolUpgrading of Mohammadi Sahibzada highSchool 20 class
19 BEHSUD GA-B-E-04 Mirak Bila SchoolUpgrading of Shaheed Abdul Jabar primarySchool 16 class
19 SURKHROD GA-S-E-05 Char Bagh School Upgrading of Sya Sang Middle School 16 class
24 SURKHROD GA-S-E-07 Sultan Por Upper SchoolUpgrading of Saidan Arabi Female MiddleSchool in Sultan Por Upper 9 class
24 SURKHROD GA-S-R-02 Char Bagh Road Upgrading of village road in Char Bagh 5.7 km
FacilitesPriority
NoDistrict Project No Village Name of Sub-Project 仕様
/数量Spec
32
Table 2-1-2 Reserved Project List
26 BEHSUD GA-B-R-01 Hada Akhunzada Road Upgrading of village road in Hada Akhunzada 2.18 km
27 SURKHROD GA-S-R-03 Sultan Por Lower RoadUpgrading of feeder and village road in SultanPor Lower 4.0 km
28 BEHSUD GA-B-R-04 Miran Road Upgrading of feader and village road in Miran 4.5 km
Name of Sub-Project 仕様/数量
PriorityNo
District Project No Village Facilites
2-1-3 Natural Condition Survey
Water quality surveys were carried out at 7 existing water wells. The outline of the survey is
shown below.
Table 2-1-3 Outline of Water Quality
Survey
Point
Behsud District
GA-B-E02 Abobakar Abad Primary School
GA-B-E03 Mohammadi Sahibzada Male High School
GA-B-E06 Samarkhel Camp Middle School
GA-B-E09 Kariz Kabear Magkzi High School
Surkhrod District
GA-S-E03 Bala Bagh Female High School
GA-S-E05 Sya Sang Middle School
S-SPL17 CHC in Sultan Por Lower
Survey
Method
Samplings are obtained from the wells and analyzed in the laboratory which is qualified by NEPA.
Parameter to
be analyzed
Physical Test pH, Color, Conductivity, Temperature, Odor, Turbidity
Chemical Test
Arsenic, Ammonia, Barium, Bicarbonate, Calcium, Chloride, Cadmium,
Copper, Florida, Ions of Sodium, Iron( Total), Manganese, Nitrite, Nitrate,
Mercury, Potassium, Lead, Sulfate, Selenium, Silver, Zinc
Microbiological Test Total Coliform, Fecak Coliform, E-Coli, General Bacteria
Survey Result
The result of the survey is shown in Table 2-1-4. However the water quality standard in
Afghanistan is still draft version, World Health Organization (WHO) and United State Environment
Protection Agency (USEPA) are used for analysis.
Spec
33
Table 2-1-4 Result of Water Quality Survey
Parameter Unit Survey Location Standard
GA-B-E02 GA-B-E03 GA-B-E06 GA-B-E09 GA-S-E03 GA-S-E05 S-SPL17 USEPA WHO
Phy
sica
l
pH - 8.1 7.70 8.20 7.77 7.88 8.36 7.62 6.5-8.5 6.5-8.5
Color Copt 7 7 7 6 7 9 6 15 15
Conductivity μs/cm 745 684 658 1657 590 443 718 - -
Temperature ℃ 19 19.1 18.8 19.2 19.1 19.5 18.9 - -
Odor TON 0.7 0.4 0.4 0.6 0.7 0.9 0.5 3 -
Turbidity NTU 1.4 1.9 1.3 1.7 1.3 7.2 *1) 1.1 5 5
Che
mic
al
Arsenic μg/l 4.1 3.8 2.8 5.2 3.9 3.3 3.4 50 10
Ammonia mg/l 0.17 0.15 0.19 0.12 0.16 0.14 0.17 - -
Barium mg/l 2.0 2.0 1.0 1.2 2.0 3.0 *2) 2.0 2.0 0.7
Bicarbonate mg/l 230 230 185 275 165 220 247 - -
Calcium mg/l 112 8.7 84 252 80 76 83 - -
Chloride mg/l 22 18 50.4 127 20 18 24 250 250
Cadmium μg/l 3.0 1.7 4.5 2.1 3.3 0.4 1.3 5 3
Chromium μg/l 4 3 8 9 6 3 5 100 50
Copper mg/l 0.26 0.13 0.15 1.54 0.05 0.31 0.24 1.3 1-2
Fluoride mg/l 1.24 1.07 0.32 1.01 0.33 0.29 0.14 4.0 1.5
Ions of Sodium mg/l 22 20 46 97 26 20 31 - 200
Iron (Total) mg/l 0.06 0.06 0.19 0.25 0.06 0.4 *3) 0.02 0.3 0.3
Manganese mg/l 0.242 0.048 0.077 0.169 0.115 0.078 0.100 0.05 0.1-0.5
Magnesium mg/l 45 39 37 58 41 34 36 - -
Nitrite mg/l 0.003 0.005 0.002 0.009 0.004 0.002 0.016 1.0 3.0
Nitrate mg/l 2.7 1.2 1.7 3.9 1.6 0.7 1.3 10 50
Mercury μg/l 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2 1
Potassium mg/l 11.5 6.9 3.6 30.7 7.2 5.1 6.5 - -
Lead μg/l 6 8 13 11 12 14 9 15 10
Sulfate mg/l 60 70 55 234 75 47 80 250 250
Selenium μg/l 10 21 11 16 8 7 18 50 10
Silver μg/l 7 7 5 2 9 6 12 100 -
Zinc mg/l 0.22 0.05 0.06 0.04 0.07 0.05 0.13 5.0 3.0
Mic
ro-
biol
og-i
cal Total Coliform MPN/100ml 43 93 3.9 120 43 39 75 - -
Fecal Coliform MPN/100ml None Present None Present None Present None - -
General Bacteria Cfu/ml 2.9x103 4.4x103 2.2x103 7.8x103 3.1x103 2.6x103 3.7x103 - -
34
Evaluation
Chemical Aspects
*1) Turbidity exceeds the standard of UNEPA and WHO. According to Guideline for
Drinking-water Quality, Third Edition Incorporating the First and Second Addenda, WHO
2008 (WHO Guidelines), the appearance of water with a turbidity of less than 5 NTU is
usually acceptable to consumers, although this may vary with local circumstances.
However no significant impact is expected even if the turbidity exceeds 5 NTU.
*2) According to WHO Guidelines, there is no evidence that barium is carcinogenic or
mutagenic. Barium has been shown to cause nephropathy in laboratory animals, but the
toxicological end-point of greatest concern to humans appears to be its potential to cause
hypertension. Therefore barium shall be removed in case the water is used for drinking
water.
*3) According to WHO Guidelines, concentrations of 1–3 mg/litre can be acceptable for
people drinking anaerobic well water. Therefore the standard does not affect human
health immediately.
Micro-biological Aspects
Fecal coliform was detected from all water wells. In order to reconfirm them, one more
sampling tests were implemented in the laboratory which is authorized by MoPH. As a
result, fecal coliform were detected from 3 water wells (GA-B-E03, GE-B-E09 and
GA-S-E05).
Suggestion
In order to use the water for drinking water, measures as follows are recommended.
Treatment shall be necessary to remove barium from water in GE-B-E09.
Boiling and/or disinfection by chlorine shall be necessary to kill fecal coliform from
water on GA-B-E03, GE-B-E09 and GA-S-E05.
35
2-2 Outline Design of the Japanese Assistance
2-2-1 Selection and Prioritization of Sub-Projects
Sub-Projects of this project have been evaluated and selected based on the following points
utilizing the long list prepared in Phase-1 of NRRC. This long list has been prepared based on the
result of community survey conducted in 2009 by JICA Afghanistan office, hearing of villagers,
development needs survey conducted by FGA referring provincial development plan and district
development plan and past activities of NRRC and other donors.
(1) Target Area
Basially, sub-projects located in target 11 villages have beed selected to utilize and settle the
outcome of NRRC. However, some sub-projects located in related villages have also been
selected in case there are beneficiaries in the 11 villages.
(2) Target Facilities
Target facilities are the following facilities that NRRC has confirmed the relevance, effectiveness,
efficiency and sustainability
a) Schools
b) Basic Health Facilities
c) The facilities to improve the accessibility to the above mentioned facilities
(3) Consensus Building
1) Government
In case of school and clinic projects, the projects which are compliant with the development plan
of line ministries and expected to be properly operated and maintained have been selected.
Regarding road projects, based on the discussion with PRRD, all road projects are confirmed
under the control of PRRD and obtained consensus from PRRD. All sub-projects have been
approved by TWG in Aug 2012 and PDC in Sep 2012.
2) Community
The consensus of the community for the selection of sub-projects has been acquired the
following processs.
a) Confirmation of needs to the communities
b) Discussion and coordination regarding land acquisition and/or approval of line departments
by communities if necessary
c) Discussion and explanation of project outline to the BCDC (Board of CDC) after preparatopn
of draft project component
d) Sharing information from BCDC to CDC (Community Development Council)
e) Feedback to BCDCs and final agreement if needs arise
36
3) Land acquisition
a) Donation / Permission from Land owner / communities
The certificates from land owner or communities have been secured in writing for newly
construction and expansion.
b) Confirmation from line ministries concerned
After having the certificate from land owner or communities, all the certificates have been
given to the line ministries for their issuance of the certificate.
If the land acquisition has not been secured, the project has been cancelled. The sub-projects which
required land acquisition are shown in table below.
Table 2-2-1 The sub-projects which required land acquisition
Project No. Village Name of Sub-Project
1 GA-B-E-01 Khushgumbad Upgrading of Tawheed Abad Primary School in
Khushgumbad
2 GA-B-H-01 Samarkhel Upgrading of SHC(Sub-health center) in Samarkhel
3 GA-B-E-04 Mirak Bila Upgrading of Shaheed Abdul Jabar primary School
4 GA-B-E-05 Samarkhel Upgrading of Samarkhel High School / Construction of
Primary Branch Mi Ali Saheb School
5 GA-S-E-04 Char Bagh Upgrading of Char Bagh Safa School
6 GA-S-H-01 Char Bagh Upgrading of SHC in Char Bagh
(4) Environmental and Socio Considerations
The projects which require the special measures on environmental and socio considerations have
been excluded. The Road projects which newly require land acquisition have been excluded, and
land acquisitions for schools and clinics have been confirmed in written form from land owners.
(5) Type of implementation
This project is further activities of NRRC under Grant Aid Scheme. Therefore, the selected
projects shall be implemented only by contract-out type because the contract-out type has been
fostered by NRRC and fit for the policy of Grant Aid. Only the sub-projects appropriate for
contract-out type have been selected for this project.
(6) Beneficiary Balance among target CDCs
The areas where less benefitted by NRRC and basic infrastructures have not been developed have
been considered and priolitized.
37
(7) Avoidance of duplication, alliance of other donors
Activities of other donors such as UNHCR, ISAF, etc have been confirmed and coordinated to
avoid duplication of projects.
Considering above mentioned points, criteia for prioritization have been decided as Table 2-2-2.
Table 2-2-2 Criteria for Prioritization
Indispensable criteria (If either 1 or 2 or 3 or 4 is NO, the Project will be deleted automatically)
1 Consensus building among the stakeholders, including land allocation
2 Approval from line ministries
3 No Major Environment and Social Considerations
4 Technical feasibility (Relevancy as GA project, no passibility of natural disaster)
"Once 1 , 2 , 3 and 4 are satisfied, Point will be given as follows;
3 High/No problem, 2 Middle/Possible Problem, 1 Low/Problem"
5 Financial feasibility
6 Negative impact in case of cancelation
7 Equal distribution of project component among CDCs and villages
8 Number of beneficiaries in 11 target villages
9 Number of returnees as beneficiaries in 11 target villages
10 Operation and Maintenance
11 Benefit to education/ health/ agricultural sector or improve access to these facilities
12 Opinion/ Priority of PGON and line ministries
13 No. & Cost of completed/undergoing projects by NRRC
The project component shown in Table 2-1-1 has been selected according to the priority. Reserved
project list shown in Table 2-1-2 has been prepared for additional implementation or readjustment of
the project.
As a reault of selection process, following sub-projects are excluded from project component. The
reasons of excusion have been explained to the counterparts of the project and related communities.
Table 2-2-3 The list of excluded sub-project
Project No. Village Name of Sub-Project Reason
GA-B-E-07 Saracha Upgrading of Saracha Ali
Khan Female Middle
School
From the technical point of view, the land is not
proper for construction.
GA-S-E-01 Bala Bagh Construction of
Surrounding Wall for Bala
Bagh Hanfi Madrassa
school
Only surrounding wall is not considered as
educational facilities. Curriculum of this school
dosesn’t match to the standard education
curriculum of Afghanistan.
38
2-2-2 Design Policy
2-2-2-1 Basic Design Policy (Building)
(1) Basic Policy
The design shall be suitable for natural and social environment and shall consider the capacity and
experience of local contractors. The design shall be prepared based on the standard design of MOE
and MOPH whose validity has been confirmed by NRRC.
(2) Selection Criteria for the sub-project sites
The sub-project sites which are not deemed to have the appropriateness and technical feasibility as
the Japanese grant aide project according to the criteria below shall be excluded from the Project as
defined in the item 4 of Indispensable Criteria described in the Table 2-2-4..
< Criteria >
a) No risk of massive natural hazard
b) No problem with permanent site access
(3) Criteria for sub-project sites Prioritization
The sub-project sites shall be prioritized according to the criteria described in the Table 2-2-2.
(4) Basic Principles for study of building type and scale of sub-projects (School)
Building type and scale of the school sub-projects are examined according to the following items.
1) Catchment Area of School
The longest commuting distance of existing schools are around 3 to 5km (30 to 60min.), and the
distance from end to end of Char Bagh village is the largest in 11 targeted villages and it’s
approximately 7 km. The catchment areas of schools in one village are same as village area.
Therefore, schools shall be constructed where the land is available in order to improve
educational environment of whole village.
2) Number of Students for Calculation
Most of the existing schools in the target area have suffered from acute shortage of classroom
because of a continuous inflow of returnees. Facility needs shall be calculated based on the
current number of the students.
3) Building Type
Building type for each project site shall be designed in accordance with the standard building
types of MoE. Standard design has various types of the buildings and number of classrooms is
based on the multiples of 4, maximum 30 with 3 story. Maxmum size of school shall be 20
classrooms with two stories for this project.
4) Number of Students per Class
According to the policy guidelines of MoE, students per class are –Gr.1-6:40-50, Gr.7-9: 35-45
and Gr.10-12:30-40, and on the other hand, standard BoQ indicates 40 per classroom. However,
maximum allowable number of standard table/chair (2 person) for standard classroom size is 18
sets (=36 students) only. Facility needs shall be calculated as 36 students per class for every
39
grades.
(5) Design Policy on Natural Conditions
1) Climate Conditions
The project area is located at the altitude of 550m ~ 750m, where cultivation fields spread along
Kabul and Kunar River, with surrounding desert land. Lowest temperature is around 5℃ in
winter and Highest is around 40℃ in summer. Because of the continental climate, it has large
daily range of temperature. The annual precipitation is low, at most 50mm in the highest season
of March. Given the climate conditions described above, mud insulation slab roof, which is
popular in the project area shall be applied.
2) Earthquakes
High seismic hazard risk has been found in the eastern region of Afghanistan, and huge number
of earthquakes have occurred mainly around mountainous region, north-east of Kabul. The
project area is not located in this high-risk hazard zone, but Surkhrod and Behsud are located in
the zone A and zone B which is specified by the MoE to avoid weak structure like non-reinforced
masonry construction. In this Project, several types of the standard design of RCC structure shall
be applied. They have the expansion joints less than 30m of the building length to avoid
structural damages against earthquakes.
Source:USGS/United States Geological Survey-web page
Figure 2-2-1 Historical Earthquake Map (>M5.5)
3) Geological and Topographical Conditions
The ground at the project area has sandy soil or clay/silty soil layer excluding 30cm to 50cm
surface soil. While the designed soil bearing capacity of standard design is 150kN/m2 for 2 story
building of MoE, and 135kN/m2 for 1 story of clinic, the bearing capacity of 150kN/m2 has been
observed by the plate bearing tests which had been carried out through the pilot project. Plate
Project Site
40
bearing tests shall be carried out per each project site in the detail design stage to confirm the
allowablity of design lord.
Most of the sub-project sites are generally flat or gently inclined, except one school site
(GA-S-E04/ Char Bagh Safa primary school) whose land is approximately 2m below the road
level, and largely undulated by erosion over the years. Access ramp and slope protection shall be
prepared by using graded extra soil of the land. The proper grading shall be provided for other
sub-projects sites whose land is inclined according to the design.
(6) Socio-Economic Conditions
Installation of surrouding walls around school and clinic site is essential in the target area for
criminal prevention, women protection and students escape prevention. Therefore, the surrounding
wall shall be provided for all the schools and clinics.
(7) Local construction and procurement conditions
The work items which are familiar with the local contractors and the construction materials which
can be easily procured in the target area shall be adopted.
(8) Utilization of Local Construction Companies
The work items which the local contractors can easily execute shall be adopted in order to utilize
many local contractors.
(9) Operation and Maintenance
Standard designs of MoE/MoPH consider low-maintenance, e.g. no false ceiling which is easily
damaged, and it shall be improved for further mitigation of maintenance cost of the project facilities.
(10) Grade of Facilities and Equipment
Detailed specifications of materials and equipment are not provided in the standard design. There is
no national standards in Afghanistan, and different qualities with different standards of exporting
countries have been found in local market. This project shall consider the long-term quality of the
project facilities utilizing normally available materials and equipment in local market.
(11) Construction/Procurement Method and Construction Period
Considering the scale of the local contractors, each project site should be one sub-project for bidding
lot in principle, and the sub-projects shall be carried out at the same time for an efficient project
schedule. Construction period should be set properly in consideration of the progress of the pilot
project.
41
2-2-2-2 Design Policy (Roads and Culvert)
(1) Basic Policy
The list of the road sub-projects is shown in the Section 2-1-2. The existing roads are not paved,
therefore, smoothness of the roads is bad and the vehicles’ speed is slow. This causes problems
about accesses to schools, clinics and etc. in the project site.
This preparatory survey will propose plans and designs of roads with better smoothness and
durability in order to contribute to improving the accesses aforementioned.
(2) Policy for Natural and Environmental Conditions
Natural conditions which affect road structures in the project area include rainfall, water flow of
rainfall and increase of river water. Therefore, side ditch on all project roads, concrete pavement
(wash) and revetment shall be designed.
In the planning, the existing road width shall be kept as it is without applying embankment so
that the construction work does not affect the natural environment of surrounding land of the
roads.
(3) Policy for Socio-Economic Conditions
New routes are not considered but the improvement of existing road is selected in the planning
not to require land acquisition and resettlement.
(4) Policy for Construction & Procurement Conditions
Pavement structures and other structures should be ones which local contractors have experiences
of construction of. And, materials and equipment which can be procured near the project site are
adopted in priority to the others.
(5) Policy for Utilization of Local Contractor & Consultant
Taking into consideration of the level of local contractors, road structures which can be
constructed by the local contractors are adopted in the process of planning and designing so that
the local contractor can be utilized for the work.
(6) Policy for Operation and Maintenance
Road surface drainage facilities shall be open ditches and surface of roads shall be DBST in order
to be maintained easily.
(7) Policy for Grade Setting of Facilities
Grade of the roads is examined based on the standard drawings of MRRD. However, it should be
confirmed that the road structures are subject to aforementioned policies (1) to (6), considered in
terms of present traffic conditions, the damages of existing road and etc., and barebone grades.
(8) Policy for Construction/Procurement Method & Construction Schedule
Given above mentioned policies (1) ~ (7), design, construction and procurement method shall be
proposed. Construction schedule shall be prepared based on the results of similar work ever done.
42
And, construction methods require reflecting a consideration of minimum influences to the
residents along project sites as well as present traffic flow during construction works.
43
2-2-3 Basic Plan
2-2-3-1 Building
(1) Selection of the sub-project sites
The results of the study on the selection of the sub-project sites based on the criteria stipulated in
2-2-2-1 (2) are as follows.
1) To confirm the risk of massive natural disaster
The school site (GA-B-E07) facing the Saracha river had been eroded by the flood in 2010
and the foundation of the surrounding wall had been exposed. Afterwards, the structure and
the riverbank has been only restored by NGO. The new building can only be built along the
surrounding wall eroded by the flood. It is possible that the surrounding wall and the newly
constructed school might be destroyed by the flood in the near future. Further, the sub-soil
condition might not be very good because of the existence of the spring water. Therefore this
sub-project was ruled out of the sub-project list.
On the other hand, the site for school (GA-B-E05) and clinic (GA-B-H01) facing a branch
stream of Kunar river and along the flow of the water has been confirmed no flood affected
area, and remains in the project component.
2) To confirm the accessibility to the site
The road adjoining the project school site (GA-B-E05)and clinic site (GA-B-H01) is private
land. And the condition of access is also no good due to the uneven surface. However, it is
confirmed in writing that the access road will be maintained prior to the commencement of
the works by villagers and the land owner agreed that the land can be used for access road
eternally. Therefore, these sub-projects were selected for project components.
It has been also found that the access going to Clinic in Char Bagh (GA-S-H01) needs
leveling. However, it is also confirmed in writing that the access road will be maintained prior
to the commencement of the works by villagers. Therefore, this sub-project was also selected
for the project components.
It has been confirmed that other sub-projects have no problems.
List of the project components is shown in Table 2-2-4.
44
Table 2-2-4 List of project components
School
Village P.No. Name of School Site
BEHSUD
Khushgunbad GA-B-E01 Tawheed Abad primary school MF New
GA-B-E02 Abobakar Sadiq high school MF Exist
Baland Ghar GA-B-E03 Mohammadi Sahibzada Male high school M Exist
Mirak Bila GA-B-E04 Sayed Abdul Jabar primary school MF New
Samarkhel GA-B-E05 Samarkhel Mi Ali Saheb primary school MF New
GA-B-E06 Samarkhel Camp middle school MF Exist
Saracha GA-B-E08 Juy Panzda middle school MF Exist
Kariz Kabear GA-B-E09 Kariz Kabear Magkzi high school MF Exist
Total 8 sites
SURKHROD
Bala Bagh GA-S-E02 Bala Bagh Male high school M Exist
GA-S-E03 Bala Bagh Female high school F Exist
Char Bagh GA-S-E04 Char Bagh Safa primary school MF New
GA-S-E05 Sya Sang middle school MF Exist
Fateh Abad GA-S-E06 Fateh abad Male high school M Exist
Sultan Por U. GA-S-E07 Saidan Arabi Female middle school F Exist
Total 6 sites
School S ites Total 14 sites
Clinic
Village P.No. Facility Type at Present To be Site
BEHSUD
Samarkhel GA-B-H01 SHC BHC New
SURKHROD
Char Bagh GA-S-H01 SHC BHC New
Sultan Por L. GA-S-H02 CHC CHC Exist
Clinic Site Total 3 sites
Grand Total 17sites
Male/Female
45
(2) Study on the number of classrooms of schools
The number of classrooms to be provided in accordance with clause 2-2-2-1(4) is shown in Table
2-2-5.
Table 2-2-5 Study on the number of classrooms to be provided
Village P. No Name of School Current Status Land
Shift Grade
1-Shift 2-Shift
(a) (c) (d) c/d cl=c/36 cl-a (cl-a)/2
BEHSUD
Khushgunbad GA-B-E01 Tawheed Abad PS 0 1 1-2 780 9 87 22 22 9 9
GA-B-E02 Abobakar Sadiq HS 18 2 1-6 3,362 54 62 93
7-9 711 14 51 20
10-12 322 10 32 9
Total 4,395 78 56 122 104 52 9x2 18
Baland Ghar GA-B-E03 Mohammadi Sahibzada Male HS 17 3 1-6 2,645 44 60 73
7-9 1,052 18 58 29
10-12 690 13 53 19
Total 4,387 75 58 122 105 52 20 20
Mirak Bila GA-B-E04 Sayed Abdul Jabar PS 0 1 1-3 149 5 30 6 6 16 16
Total 111 36
Samarkhel GA-B-E05 Samarkhel Mi Ali Saheb PS 0 1 1-3 283 - - 11 11 16 16
GA-B-E06 Samarkhel Camp MS 0 2 1-6 773 14 55 21
7-9 112 4 28 3
Total 885 18 49 25 25 12 16 16
Total 36 32
Saracha GA-B-E07 Ali Khan Female MS 8 2 1-6 862 16 54 24
7-9 190 4 48 5
Total 1,052 20 53 29 21 11
GA-B-E08 Juy Panzda MS 5 1 1-6 323 9 36 9
7-9 59 3 20 3
Total 382 12 32 12 7 3 9 9
B-SR03 Ali khan Male MS 23 1 1-6 795 14 57 22
7-9 224 8 28 6
Total 1,019 22 46 28 5 3
B-SR05 Nguli PS 16
Total 52 69 17 9
Kariz Kabear GA-B-E09 Kariz Kabear-e Magkzi HS 4 1 1-6 600 12 50 17
7-9 133 3 44 4
10 27 1 27 1
Total 760 16 48 21 17 9 20 16
No. ofClasses
No. ofusable
CR
No.ofStudents
/Class
Planned No.of CR
Need for CR
Shortage of CR (Max.BuildingType per
Land)
No. ofStudents
No. ofClasses
46
Village P. No Name of School Current Status Land
Shift Grade
1-Shift 2-Shift
(a) (c) (d) c/d cl=c/36 cl-a (cl-a)/2
SURKHROD
Bala Bagh GA-S-E02 Bala Bagh Male HS 18 1 1-6 1,049 21 50 29
7-9 431 10 43 12
10-12 395 8 49 11
Total 1,875 39 48 52 34 17 20 20
GA-S-E03 Bala Bagh Female HS 9 1 1-6 824 16 52 23
7-9 116 3 39 3
10-12 87 3 29 3
Total 1,027 22 47 29 20 10 20 20
Char Bagh GA-S-E04 Char Bagh Safa PS 0 1 1-6 317 4 79 9 9 4 20 20
GA-S-E05 Sya Sang MS 0 1 1-6 321 9 36 9
7 10 1 10 3
Total 331 10 33 12 12 6 20 16
S-CB01 Char Bagh Safa HS 58 2 1-6 4,947 65 76 137
7-9 1,254 19 66 35
10-12 642 11 58 18
Total 6,843 95 72 190 132 66
Total 153 36
Fateh Abad GA-S-E06 Fateh abad Male HS 14 1 1-6 860 16 54 24
7-9 369 6 62 10
10-12 162 4 41 5
Total 1,391 26 54 39 25 12 9x2 18
Sultan Por U. GA-S-E07 Saidan Arabi Female MS 10 1 1-6 526 10 53 15
7-9 74 2 37 3
Total 600 12 50 18 8 4 20 9
Total 223
No. ofusable
CR
Shortage of CR (Max.BuildingType per
Land)
Planned No.of CRNo. of
Classes
No.ofStudents
/Class
No. ofStudents
No. ofClasses
Need for CR
(3) Study on the target components of each sub-project
1) School
a) Main building
Standard components of MOE consist of ordinal classrooms, principal room, teachers’ room,
laboratory, clerk’s office, warehouse. The facilities shall equip the lights and outlet in
accordance with the MOE standard design though the power cable network has not been
developed.
b) Latrine
There are two types of latrine which are 5 booth type and 10 booth type in MOE Standard.
The type and number shall be determined according to the criteria one booth for 50 students
and the availability of the land.
c) Well
A shallow well with hand pump has been normally equipped in every school. In case of the
47
absence of wells in the project site, new wells shall be considered. In case a existing well is
not enough for the students, a new well shall be added. In case pumps are malfunctioned, only
pumps shall be replaced by new ones.
d) Surrounding walls
In compliance with the policy for socio economic condition, a surrounding wall shall be
provided for new sites and all the sites without surrounding walls. The location of existing
gate in B-E02 shall be changed based on the location of the new school.
e) Leveling and Exterior
Some sites require leveling due to the existing gentle slope. S-E04 shall require an access road,
slope protection and leveling of site because the elevation of the site of S-E04 is lower than
adjoining existing road. Those works shall be included in the components because those
works shall be done together with the construction of the other components such as schools
and surrounding walls in accordance with the plan.
f) Removal of existing structures
Some sites require removal of existing structures prior to the commencement of the works. A
special attention shall be paid so that the demolition works do not hamper the school activities.
The hauling route of demolished materials and provision of proper barricades shall be planned
based on the work execution plan because the space of site is not sufficient. The works shall
be included in the component and the proper planning shall be prepared for smooth
implementation.
g) Furniture
The desks and chairs for 2 persons shall be prepared for students and teachers in accordance
with the Standard of MOE. The furniture for principal’s and teacher’s room besides
classrooms shall not be included in the components.
2) Clinic
The old or rental buildings for BHC (Basic Health Center) and CHC(Comprehensive Health
Center) shall be included in the target components. The existing furniture and medical facilities
shall be reused for new buildings. If new furniture and medical facilities are necessary for new
building, they shall be procured by government of Afghanistan and only the buildings shall be
provided in accordance with the Standard of MOPH. However, generators shall be provided
because the power supply is vital for the operation of clinic, the existing generators are already old
and the public power line network is not developed in target area yet.
Major target components are as follows.
BHC :Main buildings, Vault type toilets/4 booths, security room, generator room with
generator, well with hand pump, water pump and a water reservoirs
48
CHC : Main building, Flush type toilet/4 booths, security room, generator room with
generator, well with hand pump and water pump and an elevated water tank
The surrounding wall for all new sub-project sites shall be provided.
The list of the target components of each building sub-projects is shown in the following Table
2-2-6.
Table 2-2-6 List of the Components for Schools & Clinics
Village P. No School/Clinic Site Planned Facility Site Works
Land S-Wall Well
(m2)
School
BEHSUD
Khushgunbad GA-B-E01 Tawheed Abad PS New 1,562 9CR 1 9 L5 1 ○ ○
GA-B-E02 Abobakar Sadiq HS Exist 5,546 9CR 2 18 L10 1 Gate ○
Baland Ghar GA-B-E03 Mohammadi Sahibzada M. HS Exist 6,587 20CR 1 20 L10 2 - ○ ○
Mirak Bila GA-B-E04 Sayed Abdul Jabar PS New 3,345 16CR 1 16 L10 1 ○ ○ ○
Samarkhel GA-B-E05 Samarkhel Mi Ali Saheb PS New 1,685 16CR 1 16 L10 1 ○ ○
GA-B-E06 Samarkhel Camp MS Exist 4,004 16CR 1 16 L10 1 ○ ○ ○ ○
Saracha GA-B-E08 Juy Panzda MS Exist 2,112 9CR 1 9 - - ○
Kariz Kabear GA-B-E09 Kariz Kabear Magkzi HS Exist 6,844 16CR 1 16 L10 1 - ○
SURKHROD
Bala Bagh GA-S-E02 Bala Bagh M. HS Exist 11,766 20CR 1 20 L10 2 ○ Pump
GA-S-E03 Bala Bagh F. HS Exist 4,986 20CR 1 20 L10 1 - ○ ○
Char Bagh GA-S-E04 Char Bagh Safa PS New 3,300 20CR 1 20 L10 1 ○ ○ ○
GA-S-E05 Sya Sang MS Exist 5,500 16CR 1 16 L10 1 ○ ○
Fateh Abad GA-S-E06 Fateh abad M. HS Exist 10,266 9CR 2 18 L10 2 - ○ ○
Sultan P Upper GA-S-E07 Saidan Arabi Female MS Exist 6,869 9CR 1 9 L5 1 - ○
School Total 14 sites 16 223 167+Gate
413+Pump
3
Clinic
BEHSUD
Samarkhel GA-B-H01 SHC→BHC New 815 BHC with Latrine, Guard Room, etc ○ ○ ○
SURKHROD
Char Bagh GA-S-H01 SHC→BHC New 1,340 BHC with Latrine, Guard Room, etc ○ ○ ○ ○
Sultan P Lower GA-S-H02 CHC Exist 3,700 CHC with Toilet, Guard Room, etc - ○ Pump
Clinic Total 3 sites 2 3 12+Pump
Grand Total 17 sites9+
Gate3 5
15+Pump
3
Removal
Work
Exist/New
Build.Type
No. of CRWalkWay
No. ofBuild.
LatrineType
No. ofLatrine
Grading
(4) Building Plan
1) Site Plan
Main buildings shall be constructed in the direction of east to west to prevent direct rays into the
rooms. However, this arrangement of the building can be hardly done due to the constraint of the
land availability. The proper tree planting for the sunlight shielding shall be desired in the future.
49
The layout of the each target components shall be prepared according to the following notes.
a) Latrine
The latrines shall not be constructed near the front and back side of building.
The access shall be secured to enable villager to collect the wastes for fertilizer.
The religious customs such as direction of the mecca shall be considered for the layout.
b) Wells
The distance from the existing and new latrines shall be secured.
The accessibility of students and the people concerned shall be secured and the affection to
the buildings shall be avoided.
2) Room arrangement plan
a) School
Type of the buildings
MOE has established the structural standard design in cooperation with the donors in 2006.
It is said that the design is superior in the cost effectiveness, earthquake protection and
barrier free considering the disabled persons. The standard design has various types from 3
rooms to 30 rooms depending on the weather, construction materials and the construction
method. And there are seven different types in terms of the materials and specifications
between 3 rooms to 10 rooms type. There are 60 types in total. Reinforced concrete type is
applied to only the types not less than 8 rooms. Only reinforced concrete type shall be
applied to the types not less than 12 rooms in urban area. 2 stories types are available for the
types not less than 8 rooms. 3 stories type is applied for only the 30 rooms type. The 3 types
which are 8(9), 16, 20 rooms with 2 stories type shall be the basis for this project. And the
improvement of the design shall be considered if necessary.
9 rooms type design1 is based on the 16 rooms symmetric type design. 8 rooms are removed
from 16 rooms design. There are stairs in the center and on both end sides in 16 rooms type
design. However, the 9 rooms design has stairs only in the center. To keep two direction of
evacuation routes, an additional stairs on one end side shall be provided.
Classrooms
Though the sizes of classrooms are different according to the type of design, only
7.5m×5m(inside)in size shall be applied to all design of this project. No platform and the
mortar blackboard will be equipped on the front wall.
1 One principal room of 8 room type is converted to classroom
50
Figure 2-2-2 Classroom Plan
Principal and teacher’s room
In compliance with the standard design, three principal2 and two teacher’s rooms shall be
provided for 16 and 20 classroom type. 9 classroom type consists of 8 classrooms, 1
principal room and 2 teacher’s room. This seem to be overdesign for the staff of school. A
principal room shall be utilized for a classroom since the size of the principal room is same
as classroom. It shall be called as 9 classroom type.
Figure 2-2-3 Principal Room Plan(16/20room Type)
2 Principal is also called as Head Master or Manager, and there are several principals and vice principals according to the size of school.
51
Figure 2-2-4 Principal Room (9 room type)/Teacher’s room (16/20 room type)Plan
Area of every type of room and school is shown in Table 2-2-7.
Table 2-2-7 List of Room Area of School
(m2)
ClassRoom Principal-1 Principal-2/3 教員室 Library Secretary Archive/Store Others Floor Area
FA NR FA NR FA NR FA NR FA NR FA NR FA NR FA NR Total
9CR 42.0 9 17.9 1 - 17.9 1 17.9 1 - - 223.2 654.9
16CR 42.0 16 29.6 1 17.9 2 17.9 2 11.6 1 12.9 1 11.6 1 381.8 1,191.1
20CR 42.0 20 29.6 1 17.9 2 17.9 2 11.6 1 12.9 1 11.6 1 11.2 2 459.7 1,459.4
Latrine(L5) 28.5
Latrine(L10) 56.5
Legend: FA=Floor Area, NR=Number of Rooms
BuildingType
b) Clinic
There are standard design of MoPH for BHC and CHC. The both are one story building. The
design shall be prepared in accordance with the standard design.
52
Table 2-2-8 List of room area of clinic
(m2)
BHC CHC
Main Building 198.00 419.50
Waiting Area 14.76
Register 8.49
Administration 7.71
Health Nutrition 14.35
Pharmacy 16.10 11.80
Store-1 13.34 8.50
Store-2 12.48
Store-3 5.74
Vaccination 13.34 12.66
Exam. & Mother Care 16.56
Delivery-1 14.76 21.12
Delivery-2 20.91
Sterilization 7.59 6.97
Toilet-1 5.00 8.55
Toilet-2 4.82
Male Ward 23.17
Male Diagnostics 16.81
Laboratory 21.00
Female Staff Bed Room 12.66
Female Ward 25.32
Female Diagnostics 16.81
Health Education 15.71
Doctor Office 10.46
Hall/Corridor 66.00 164.02
Latrine/Toilet 10.92 30.16
Guard Room 11.22 15.75
Generator Room 5.52 10.05
3) Section Plan
The standard design of latrine for school and clinicis metal roof with wooden beams. However,
this design cannot be suitable for the dry climate through the year with very hot summer weather.
There is a standard design of mad on the flat roof. However this design is also not good because
only one plastic sheet is placed for water proofing and final treatment is done by soil. This
design also has problems on function and sustainability. Therefore the design of roof shall be
bitumen water proofing, soil insulation 2 layer, plastic 3 layer and burned brick.
A roof hatch shall be provided for the two story school for easy maintenance of water proofing
and insulation works on the roof.
53
4) Structural Calculation
Design shall be done in accordance with the standard design. Main structure of school and clinic
shall consist of individual footing and frame based structure with RC structure and nonbearing
wall consists of masonry works. However, small structures such as guard house and generator
room shall consist of RC beam and roof slab and nonbearing burned brick masonry structure.
The design of the first floor slab is plain concrete with 15cm thickness of rubble stone
foundation according to the standard design. The provision of the strong foundation is to aim to
remove reinforcement and reduce the cost. However, the reinforcement shall be provided for the
floor slab of the main structure of school and clinic to reduce the cracks in this project. For the
slab of small structure like a guard house, the reinforcement is not provided in accordance with
the standard design because the area and the load are small.
The design strength of the concrete for floor slab is 15N/mm2 according to the standard design.
20N/mm2 shall be applied in terms of the durability of the concrete.
According to the design standard of MOE, the design of stairs is steel structures. However, the
quality of the steel stairs is not sure because of the absence of the license system of the welding
works. The maintenance like costly painting works is vital to avoid corrosion of the steel.
Therefore the RC concrete type stairs shall be adopted.
Construction material
The construction material shall be planned in accordance with the specifications required by
standard design and the availability of the materials.
Concrete: The cement shall be Portland cement PS232-2008/43Grade (M400)
under the Pakistan standard which are prevailing in Jalalabad. The
required strength shall be achieved after having trial mix with actual
aggregates and cement. The design concrete strength of RC structure
and floor slab shall be 20N/mm2(M200).
Re-bar: The re-bar under GOST with high quality among prevailing products
shall be used.
- Deformed bar Class-A2 (Ra=2700kg/cm2)
- Plane round bar Class-A1 (Ra=2100kg/cm2)
54
5) Building Services
a) School
Electric Services
Lighting and power supply system with electrical outlet shall be provided according to the
design standard. Power receiving facilities shall not be provided since the power supply
network has not been developed in target area.
Water supply and Sewage Services
Wells with hand pumps for drinking water and vault toilets shall be equipped. Therefore,
water supply and sewage system shall not be provided. The waste shall be taken out regularly
for fertilizer.
b) Clinic
Electric Services
Lighting and power supply system with electrical outlet shall be provided according to the
design standard. Power receiving facilities shall not be probided since the power supply
network has not been developed. The power shall be supplied by the generators. Therefore,
the generator rooms and generators shall be provided.
Ventilating Services
Ceiling fans shall be provided according to the standard design.
Sanitary Services
Lavatory sinks and flush toilets shall be provided inside BHC and CHC. Vault type toilets
shall be provided outside BHC and flush toilets shall be provided outside CHC.
Water supply services
The drinking water shall be supplied from new wells or existing wells. The hand pump for
the outside use and the submergible pump for water tank shall be equipped. The water shall
be pumped to the water tank on the BHC and the steel water tank on the water tower to
supply water inside BHC and CHC respectively. Two wells inside two BHCs shall be newly
constructed and the existing wells inside CHC shall be continuously utilized but only the
pump shall be replaced by new one.
Sewage services
The sewage water and miscellaneous drainage shall be percolated into the ground through
twin-tub type septic tanks in compliance with the standard design. The waste from the vault
type toilets shall be taken out regularly for fertilizer.
55
6) Building material plan
The specifications of building materials shall be determined taking solidity, durability and
workability into consideration as per the following Table 2-2-9.
Table 2-2-9 Specification of major construction materials
Element Standard Design the Project Rationale for Selection
Foundation RCC-M200 Footing Same on the left Proper
Column/Beam RCC-M200 Same on the left Proper
Wall Burnt Brick Same on the leftGood quality products aremanufactured in Surkhrod.
Ground Slab PCC-M150 RCC-M200, PCC To ensure the long-term quality
Exterior RoofWooden Truss + IronRoof Sheet
Mud InsulationSuitable for the climate conditionof the project area
Wall Cement Mortar + Paint Same on the left Popular in the project area.
Door/Window(School)
Hardwood Same on the leftGood quality of Kunar wood isavailable in market.
Door/Window(Clinic)
Hardwood/PVC PVCIn consideration of the grade of thefacility
Outside Staircase Steel + Paint RCC+PaintFor the construction workabilityand mitigation of long-termmaintenance cost
Interior Floor/School Concrete w/Steel Trowel Same on the left Popular in the project area.
Floor/ClinicConcrete w/Steel Trowel+ Terazzo Tile
Same on the left Proper for the facility grade
Wall/School Cement Mortar + Paint Same on the left Popular in the project area.
Wall/ClinicCement Mortar +Paint/Ceramic Tile
Same on the left Proper for the facility grade
Ceiling Cement Mortar + Paint Same on the left Proper for long-term quality
MainStructure
7) Furniture / Fixtures
a) School
18 set of desks and chairs for two for students and additional one set of desk and chair for two
for teachers per one classroom shall be provided. The specifications of desks and chairs are
rectangle steel piles and wooden tabletop. The procurement of furniture and fixtures shall be
incorporated in the scope of the construction works because those things can be fabricated in
Jalalabad
b) Clinic
The furniture and fixtures shall not be provided.
56
8) Landscaping Plan
Surrounding Walls
The surrounding walls shall be provided for the site which has no surrounding wall. The
design of the surrounding wall shall consists of stone masonry foundation, burning bricks and
plastering (school : h=2.5m, clinic : h=2m) in accordance with the standard design. The 1.2m
existing surrounding wall in height at S-E06 / Fateh Abad Male High school shall be
extended by 30cm in response to the request from the school.
Leveling / Developing
The leveling work shall be provided for the uneven site. The site of S-E04/ Char Bagh Safa
primary school is 2m lower than the adjacent road and is uneven surface. The uneven surface
shall be leveled and the access to road shall be developed. The stone masonry retaining wall
shall be provided along the boundary of the adjacent road. The gradient of slope shall be 1:3
and the stone masonry works shall be provided on the surface.
Exterior Works
The access inside BHC and CHC shall be barrier-free. The access from the gate to clinic and
toilets shall be paved with concrete.
2-2-3-2 Roads and Culvert
(1) Design Conditions
1) Design Standard
Road cross section and road structures: MRRD Standard Drawings Revision I (Rural
Infrastructure and Technical Services (RITS) January 1,2006)
2) Road Geometric Design
Proposed road alignment follows the existing road alignment.
3) Road Classification
Road classification in Afghanistan is shown in the Table 2-2-10. Project roads are categorized in
Tertiary of Level 3 that is under the jurisdiction of MRRD.
Table 2-2-10 Road Classification in Afghanistan
Level Name Definition In charge
1 Primary Mostly connect the country to neighbor
countries like Kabul-Tirkhan road
MPW
2 Secondary Connect province to province, province to
district and district to district
MPW
3 Tertiary Connect Village to Village and Village to
districts centers
MRRD
Note: Project road’s level is highlightened.
57
(2) Plan of Project Roads
1) Road Cross Section
Cross section of all roads in general area is planned based on the standard drawings as shown
in the Figure 2-2-5. The elevation of road surface is basically 0.2 m higher than the elevation
of existing road surface at the edge of shoulder considering surface drainage but if the
elevation gap affects the access to facilities along the roads, the elevation will remain as it is.
Road width :Carriageway 4.0m, Shoulder 1.0m
Pavement structure :DBST, Base (Carriageway t=0.15m, Shoulder t=0.20m),
Sub-base (Carriageway t=0.20m, Shoulder t=0.15m)
Side ditch :Earth ditch or Wet stone masonry ditch
Figure 2-2-5 Typical Road Cross Section (with earth ditch)
Cross section of wash is planned based on the standard drawings as shown in the Figure 2-2-6.
Figure 2-2-6 Cross Section of Wash
If the width of existing road is narrower than the cross sections above, width of carriageway,
shoulder and / or side ditch shall be narrowd.
2) Box Culvert
The cross section of box culvert for the project of GA-B-RB-04 in Khushgumbad, Behsud shall
58
be 15 m2 (3.0 m * 2.5 m * 2), which is equivalent to the existing bridge on the same river as
shown in the Figure 2-2-7. This is RC structure which is selected from the standard drawings.
Figure 2-2-7 Cross Section of Box Culvert
3) Drainage Structure
The box culvert, pipe culvert and wet stone masonry ditch shown in the Figure 2-2-8, 9 and 10
respectively as a typical cross section shall be provided at necessary locations.
Figure 2-2-8 Typical Cross Section of Cross Box Culvert
Figure 2-2-9 Typical Cross Section of Pipe Culvert φ450
59
Figure 2-2-10 Typical Cross Section of Wet Stone Masonry Ditch
4) List of Road Structures
Lists of road structures are shown in the Table 2-2-11 for the project component and in the
Table 2-2-12 for the reserved projects.
Table 2-2-11 List of Road Structure (Project Component)
EachSection
(m)
total(m)
Sub Total of Project Component 30,163 30,163 5 5 18 18 210 210 300 300 765 765 0 0 0 0
DBST Road
District
Beshud
Beshud
Beshud Culvert
Khushgumbad
Khushgumbad
Surkhrod
Samarkhel DBST Road
DBST Road
Upgrading of feeder and village road inSaracha
0
Surkhrod
GA-B-R-06 Saracha
70 0Beshud
Beshud
00 0
0
00
0
0
1,500
5,700
Gabion(0.6m dia.)
(m)
0
0
0 0
0 04,300
1,750
100
1,100
1,000
4,300
C-1 GA-S-R-04 Sultan Por Upper DBST RoadUpgrading of the road connecting toShikh Misry Town Ship
C-3 GA-S-R-01 Bala Bagh DBST Road Upgrading of feeder road in Bala Bagh
100100
0 0
Surkhrod
Khushgumbad
3 C-5 GA-S-R-02 Char Bagh DBST Road Upgrading of village road in Char Bagh
C-2
1
2
C-4
Construction of Culvert (RiverCrossing)
GA-B-RB-04
Upgrading of feeder road in SamarkhelGA-B-R-05
00 0 120 120 0 00 0 0
520
0
0
30
550
0
9,300 9,300 0
0
1,550
0
1,750
0 70 0
2,650
7 110 110 130 130
0
0
0 0 7
0 0 0
0
0
0 0
0
60 4
0 0 0 0
0
0
0
1
0
00
02 2 0 0 0 0
0 0
0
0
0GA-B-R-03 DBST RoadUpgradiang of farm road inKhushgumbad Nahr-e-Shahi area
1,440 1,440
0
85
85
0 00
GA-B-R-02Upgrading of feeder & village road inKhushgumbad
5,727
0
846
4
4
1
3
0
2
6,573
0
Wash(m)
Retaining Wall(3 m Height)
(m)
Retaining Wall(8 m Height)
(m)
BatchNo.
LotNo.
Project No Village Facilites Name of Sub-Project
Length of Road
Box(1.0*1.0)
(nos)
Pipe(dia.450)
(nos)
MasonryDitch (m)
New Culverts Culverts, Wash & Retaining Walls
30
30
0
0
80 80
1 2
Table 2-2-12 List of Road Structure (Reserved Project)
EachSection
(m)
total(m)
Sub Total of Reserved Component 10,680 10,680 1 1 1 1 150 150 120 120 500 500 150 150 280 280
Res
erve
d
Beshud
Upgrading of feeder and village road inSultan Por Lower
DBST RoadSultan Por LowerSurkhrodGA-S-R-03C-7 00045045004,0004,000
GA-B-R-01 DBST RoadHada Akhunzada
Beshud
Project No
Upgrading of village road in HadaAkhunzada
1 0 120
Gabion(0.6m dia.)
(m)
150
280 280
2,180 0
New Culverts Culverts, Wash & Retaining Walls
0
50 150
1 0 0 120 50
Length of Road
1,930
BatchNo.
LotNo.
Project No Village Facilites Name of Sub-Project
C-6
00 0 1 1 150 150 0
0
Retaining Wall(3 m Height)
(m)
0 0 0
Pipe(dia.450)
(nos)
Wash(m)
C-8 GA-B-R-04 Miran DBST RoadUpgrading of feader and village road inMiran
4,500 4,500 0 0 0 0
Retaining Wall(8 m Height)
(m)
250
MasonryDitch (m)
Box(1.0*1.0)
(nos)
60
2-2-4 Outline DesignDrawing
2-2-4-1 Building
Layout plans are shown in Appendix 5.1.1, other general drawings are shown in Appendix 5.1.2.
The list of drawings is shown in Table 2-2-13.
Table 2-2-13 List of Outline Design Drawings
Title of drawings No. of drawings
9CR Plan, Elevation A
16CR Plan, Elevation B
20CR Plan C
School Section, Typical detail for roof D
School Latrine E
BHC Plan, Elevation, Section F
BHC-Latrine G
BHC-Guard House, Generator House H
CHC Plan, Elevation I
CHC-Latrine, Gourd House J
CHC-Generator House, Water Tank K
2-2-4-2 Road and Culvert
Outline drawings are shown in Appendix 5.2. The list of drawings is shown in Table 2-2-14.
Table 2-2-14 Outline Drawing
Title of drawings No. of drawings
Location Map LM-1~2
Typical Cross Section TC-1~2
Straight Line Diagram SL-B-1~6, SL-S-1~4
Cross Section GA-S-R-01_CS-1~GA-S-R-06_CS-3
GA-B-R-01_1_CS-1~GA-B-R-06_CS-1
Box Culvert BC-1
Drainage Facility DS-1~2
Retaining Wall RW-1
61
2-2-5 Implementation plan
2-2-5-1 Implementation Policy
The basic concepts for implementation of the Project under the Japan’s Grant Aid Scheme are as
follows:
On reaching an agreement and signing of the Exchange of Note and Grant Agreement by
both Governments of Japan and Afghanistan, the Project will be implemented by the
Japan’s Grant Aid Scheme for utilizing Procurement Agent.
Independent Directorate of Local Governance (IDLG) is a responsible organization for
the Project implementation.
Reference of Detailed Design is included in the Preparatory Survey.
United Nations Office for Project Services (UNOPS) is recommended as the procurement
agenct for this Project.
UNOPS has been operating in Afghanistan for more than ten years and has experiences in the
constructions of schools, roads and bridges with Afghan Government such as MRRD and
MPW, international organizations such as DFID, AusAID, CIDA, EU, USAID, etc.
Then UNOPS also has the activity and experience in Nangarhar Province, project site of this
project.
Japan International Cooperation System (JICS), having many experiences in Japan’s Grant
Aid, is not working at present in Afghanistan because of security reason. Crown Agents (CA)
is not able to cope with the project scope including roads construction.
Therefore the other procurement agencies except UNOPS are hardly expected to implement
the Project.
UNOPS, as the procurement agency, has already contracted three Japan’s Grant Aid projects
with the Afghan Government. However, these three preceding projects have not commenced
yet, therefore UNOPS’s performance has not been confirmed so far.
UNOPS shall review Reference of Detailed Design and undertake the procurement and
the construction supervision in accordance with a procurement contract between the
Afghan Government and UNOPS.
UNOPS shall select local contractors and order sub-project contracts of the Project.
Main concepts for the implementation of this project are as follows;
Contractors of sub-project contracts of the Project are local contractors in Afghanistan.
Therefore the dispatch of Japanese engineers/artisans is not expected.
Materials, equipment and labor for the Project are procured in Afghanistan.
Implementation method and schedule for the Project shall be planned on the basis of
62
local meteorological, topographic and geological conditions as well as any natural
conditions affecting the construction works.
Appropriate standards and specifications for the construction shall be prepared by
UNOPS.
UNOPS shall select appropriate local contractors and order sub-project contracts of the
Project.
UNOPS shall execute the construction supervising by his in-house engineers, not
procuring an international/local consultant.
UNOPS shall strictly instruct contractors’ facilities to secure safety for construction staff
and third parties.
UNOPS shall carry out educative training on environment and anti-AIDS/HIV.
2-2-5-2 Implementation Conditions
Construction plan and method shall be prepared considering the safety of the construction
staff and the third parties first, and preservation of environment for the road users and the road
side residents.
Procurement of local construction materials and equipment easily found in the local markets
shall be taken into account.
2-2-5-3 Scope of Works
Undertakings of both governments of Japan and Afghanistan are listed in Table 2-2-15.
Table 2-2-15 Undertakings of both Governments
Items Contents Undertaken by
Remarks Japan Afghanistan
Procurement of Materials & Equipments
Procurement & Transportation
Ο Included in construction contracts
In-land Transportation Clearance
Ο
Preparation Works
Lands & Right of Way Acquisitions
Ο
Relocation of Encroached Facilities
Ο
Provision of Soil Disposal Areas
O Included in construction contracts
Provision of Waste Disposal Areas
O ditto
Other Works Ο ditto
Relocation & Removal of various obstacles
Relocation of Underground & Aerial Obstacles
Ο
Included in construction contracts in order to coordinate the construction proceeding.
63
Items Contents Undertaken by
Remarks Japan Afghanistan
Main Works Road Works, Building Works
Ο
2-2-5-4 Supervising Services/ Procurement Services
UNOPS shall implement the Project in accordance with the procurement agent contract made
between the Government of Afghanistan and UNOPS.
UNOPS shall undertake the whole procurement of the Project, from the preparation of tender
documents to the order of construction contracts. UNOPS shall also carry out the construction
supervising by itself.
2-2-5-5 Quality Control Plan
(1) Building
The construction shall be executed by local contractors in compliance with the local design
standard and construction methods under UNOPS. The quality control shall be executed based on
the followings and focused on the important structure which affect the strength and durability of
the facilities.
Table 2-2-16 Quality Control Items
Items Method
Ground ・The excavated surfaces at the bottom of foundation shall be checked by visual observation if they are
same as the surface confirmed during detailed design. If the surfaces are noticeably different in terms of ground conditions, the plate bearing test shall be conducted.
Building Layout ・The building layout shall be confirmed with elevation bench mark and the actual layout of the
building on the ground by ropes by consultant and contractors.
Re-bar ・Mill certificate for each manufacturer and size of re-bar shall be confirmed. The tensile strength test
for each size also shall be conducted at the authorized testing laboratory.
Re-bar arrangement
・The re-bar arrangement inspection for number, layout, location, splicing and spacer blocks shall be conducted prior to the pouring of concrete.
Cement
・The material test results shall be obtained from manufacturer and confirmed.
・The proper cement stockpiling method to prevent moisture such as bottom board and number of piling up shall be instructed and implemented.
Aggregate
・The specific gravity, grading, absorption rate, etc. for each site shall be checked at the authorized testing laboratory.
・The maximum size, silt content and water content for every delivery of the aggregates shall be checked by visual inspection.
Concrete
・The actual mix design shall be the standard design mix by volume. The trial mix shall be conducted and confirm the 28days strength.
・Water volume shall be confirmed by slump test. The results of slump test shall not exceed the required the maximum value.
・Approximately 5 times of compressive test per building shall be conducted. 28 days strength shall be confirmed by the average of three samples’ results. If the testing instruments are not available in the target area, the supervising consultant shall procure the instruments.
64
Items Method
・Roof top slab shall be poured one time to prevent the leakage. No construction joint shall be allowed.
Bricks ・The Compressive strength shall be confirmed by compressive testing machine.
・The quality of bricks shall be confirmed by the color by visual check.
It is desirable that supervising consultant should prepare the check sheet and the resident engineer
should utilize it to make sure to do all the tests and the results should be compiled after
confirmation with contractors at each stage.
(2) Roads and Culvert
Main quality control items for earth & pavement works and concrete works are shown in Table
2-2-17 and Table 2-2-18, respectively.
Table 2-2-17 Main Quality Control Items for Earth & Pavement Works
Item Test Item Test Method
(Specification) Frequency of Tests
Embankment Field Density Test AASHTO T191 Once every 500 m3
Subgrade & Base Course
Filed Density Test AASHTO T191 Once every 1,000 m3
Field Compaction Test AASHTO T180 Once every 1,000 m2
DBST pavement Abrasion Test of Aggregate AASHTO T96 Once every 1,500 m3, and when material is changed
Table 2-2-18 Main Quality Control Items for Concrete Works
Item Test Item Test Method
(Specification) Frequency of Tests
Cement Physical Property Test
AASHTO M85 Once before each trial mix; thence once in every 500m3 of concrete or when material is changed
Fine Aggregate
Physical Property Test
AASHTO M6 Once before each trial mix; thence once in every 500m3 or when material source is changed
Sieve Analysis AASHTO T27 Once a month
Course Aggregate
Physical Property Test
AASHTO M80 Once before each trial mix; thence once in every 500m3 or when material source is changed
Sieve Analysis AASHTO T27 Once a month
Water Quality Test AASHTO T26 Once before each trail mix
Concrete
Slump Test AASHTO T119 Twice a day
Air Content Test AASHTO T121 Twice a day
Compressive Strength Test AASHTO T22
6 specimens in each concreting. In case of large amount in each concreting, 6 specimens in every 75 m3
(3 specimens for 7-day strength and 3 specimens for 28-day strength)
65
Temperature Test - Twice a day
Salinity Test - Twice a day
2-2-5-6 Procurement Plan
(1) Procurement Plan for Construction Materials
All the construction materials necessary for the Project follows local standards/specifications,
and they are usually available in Afghan markets either locally or through imports.
Pakistan-made Portland Cement is locally available in the market. Aggregates and sand are
produced in the proposed project area and/or its vicinity and there are many aggregate suppliers.
Uzbekistan, Tajikistan and Pakistan-made reinforcing bars are locally available. Uzbekistan
and/or Tajikistan-made re-bars, in conformity with GOST Standards, are supposed to be used for
the Project. The considerable numbers of hot mix asphalt plants exist in Afghanistan. Material
strength tests of concrete, bricks, etc. can be conducted in local testing agencies / laboratories.
Procurement plan for major materials is shown in Table 2-2-19.
Table 2-2-19 Procurement Plan for Major Materials
Item Procured from
Remarks Afghanistan Third Country Japan
Cement √ Pakistan-made
Reinforcing Bar √ Uzbekistan/Tajikistan
/Pakistan-made
Steel Sections √ Imported
Straight Asphalt √ Ditto
Asphalt Emulsion √ Ditto
Base/Sub-base materials, Gravel, Sand, Crushed Stone,
√ Local products
Formwork Timber, Plywood √ Pakistan/China-made
Gasoline, Diesel, Heavy Oil √ Imported
Road marking paints √
PVC Pipes √ Ditto
Steel Pipes √ Ditto
Bricks √ Local products
Wooden Furniture √ Ditto
Glasses √ Pakistan
Housing Paints √ Pakistan
Ceramic Tiles √ Iran/Pakistan made
Pipe Fittings √ Ditto
Electric cables/fittings √ Iran-made
(2) Procurement Plan for Equipment
Major local contractors own all the machineries, such as concrete mixers, backhoes, road
rollers, etc. required for the Project, and these can be also hired or leased in the local market.
66
Table 2-2-20 Procurement Plan for Major Machineries
Item Procured from
Remarks Afghanistan Third Country Japan
Bulldozer √
Backhoe √
Tractor Shovel √
Wheel Loader √
Dump Truck √
Mobil Crane √
Truck √
Trailer √
Motor Grader √
Macadam Roller √
Tire Roller √
Vibrating Roller √
Chip Spreader √
Distributer √
Water Distributor √
Water Tank Truck √
Concrete Mixer √
Rammer/Tamper √
Asphalt Plant √
Compressor √
Generator √
2-2-5-7 Implementation Schedule
Considering similar projects’ proceedings of on-going NRRC pilot projects, construction
schedules of each sub-project are prepared respectively.
The construction time of sub buildings (such as lavatories), fences, ditches, etc. is basically
included in the main building construction because they are able to be constructed simultaneously.
However, the construction time needed for demolishing of existing structures is additionally
considered in the basic construction time.
In case proposed buildings are located in the back yard of the site area, such as S-H02/CHC, or
existing buildings such as clinics are under operation during construction period, these specific
conditions of the sites are considered respectively.
The implementation schedule for the procurement and the construction of the Project is shown in
Table 2-2-21.
67
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29
(Tendering related services/1st batch)
(Tendering related services/2nd batch)
(Tendering related services/3rd batch)
(Total 11.0 months)
(1st batch/8 projects)
(2rd batch /9 projects)
(3rd batch /7 projects)
(Total 20.5 months)
Site Execution
Detailed Design
Table 2-2-21 Implementation Schedule
68
2-3 Obligations of Recipient Country
The Government of Afghanistan will undertake the following measures when the Project is
executed by the Japan’s Grant Aid Scheme.
To provide data and information necessary for the Project,
To secure the land for the construction of the Project,
To bear commissions to the bank in Japan for its banking service in connection with the
Project,
To provide all necessary permission, licenses and certificates for the implementation of
the Project (construction permission, traffic control permission, detour permission,
earthwork permission etc.),
To prepare the screening report regarding the environment and the environmental
monitoring,
To prepare and maintain access roads,
To coordinate and solve any issue related to the Project that might be raised from
residents and/or third parties,
To bear all the expenses other than covered by the Japan’s Grant Aid necessary for the
Project,
To secure safety of the construction sites in terms of public order,
To arrange proper operation and effective maintenance of the roads, schools and clinics
after the completion of the Project.
69
2-4 Project Operation Plan
2-4-1 Building
2-4-1-1 School
(1) Operation Plan
1) Structure for Operation
DOE / Department of Education which is branch office of MOE / Ministry of Education shall
control the distribution of the teachers and budget including salaries for the target schools. The
operation of the public schools has been done by DOE and SMC (School Management
Committee) since 2006. The SMC consists of 13 members which are principals, representative of
parents, teachers, delegates of shura and community and mullah. The main purpose of the SMC
is to discuss the encountered problems and to encourage the enrollment of students through the
smooth communicationbetween schools and local communities. There is no operation cost
shouldered by parents. All costs shall be shouldered by MOE.
Nangarhar Education
Directorate
General Department of
Inspection, Supervision
General Department for Protection and
Safety
Department of Executive and Public Awareness (1) Rank 5
Office of Administrative
and FinanceRank 3
Office of TeachingRank 3
Office of IslamicEducation
Rank 3
Office of LiteracyRank 3
General Department of
Budget Planning, Implementation
General Department of
District Education, Rank 4
Public Awareness
Employee (1)
Writting Employee(1) Rank 6
Letters Employee(1) Rank 6
ExecutiveEmployee
(Secretary) (1)
Store keeper(1) Rank 7
Figure 2-4-1 Structure of DOE of Nagarhar Province
2) Distribution of teachers
In order to fully utilize the available classrooms after construction , 38 new teachersare necessary
to be allocated. There are two TTCs (Teacher Training Collage) in Nangarhar province and 650
to 850 teachers graduate every year. In 2014, 931 teachers are expected to graduate. Therefore,
38 new teachers can likely be secured for this project.
Table 2-4-1 New teachers placement record
(person)
2010 2011 2012
Nagarhar Province 642 809 853
Behsud+Surkhrod 88 170 150
70
Table 2-4-2 Newly required number of teachers
Village P. No Name of School Current Status Plan Needs for new Teachers Remark
Shift No. of CR-No/ of teachers
1-shift 2-shift
(a) (b) (c) c-b cx2-b
BEHSUD
Khushgumbad GA-B-E01 Tawheed Abad PS 1 780 9 10 9 -1 0
GA-B-E02 Abobakar Sadiq HS 2 4,395 78 95 36 -23 0
Baland Ghar GA-B-E03 Mohammadi Sahibzada MHS 3 4,387 75 98 37 -24 0
Mirak Bila GA-B-E04 Sayed Abdul Jabar PS 1 149 5 5 16 11 0 Transferred from B-E03
Samarkhel GA-B-E05 Samarkhel Mi Ali Saheb PS 1 283 - 4 16 12 7 Transferred from B-E06 11-5=7
GA-B-E06 Samarkhel Camp MS 2 885 18 21 16 -5 0
Saracha GA-B-E08 Juy Panzda MS 1 382 12 15 14 0 0
Kariz Kabear GA-B-E09 Kariz Kabear-e Magkzi HS 1 760 16 19 20 1 1
SURKHROD
Bala Bagh GA-S-E02 Bala Bagh MHS 1 1,875 39 50 38 -12 0
GA-S-E03 Bala Bagh FHS 1 1,027 22 23 29 6 6
Char Bagh GA-S-E04 Char Bagh Safa PS 1 317 4 5 20 15 0
GA-S-E05 Sya Sang MS 1 331 10 12 16 4 0
Char Bagh Safa HS 2 6,843 95 98 58 -40
Fateh Abad GA-S-E06 Fateh abad MHS 1 1,391 26 16 32 16 16
Sultan P.L GA-S-E07 Saidan Arabi FMS 1 600 12 11 19 8 8
Total 38
No. ofusable
CR
Transferred from Char Bagh SafaHS
No. ofStudents
No. ofClasses
No. ofTeache
rs
(2) Maintenance Plan
Though large scale repair requires the assistance of donors, ordinal maintenance works shall be
handled by DOE. General Department of Engineering and Affairs under Admin and Finance
office of DOE has engineers who maintain the facilities. They are also now attending the
monitoring of NRRC school project. The development budget has been allocated since 2011.
Therefore it seems that the budget for the daily maintenance can be easily secured.
Building
If the periodic check and cleaning are done, the repair is not required in first several years after
completion.Since then, repainting works once a decade and adjustment of fittings every year shall
be needed. It is desirable that the daily maintenance should be conducted utilizing the checklist of
NRRC operation and maintenance manual.
Facilities
It is desirable that every school should teach the students the proper operation of hand pump for
long time use though the hand pump is not easily broken.
71
Admin & Finance Office, Rank 3
General Department of Engineering and Affairs of Schools Councils, Rank 4
General Dept of Health Affairs, (1) Rank 4
G Department of Human Resources, (1) Rank 4
Ranks and Salaries and Capacity Developement Dept,
Rank 5
Background Dept, (1) Rank 5
Recruitment, Services conditions, and execution supervision dept, Rank 5
Teachers RecruitmentEmployee, (3) Rank 6
Staff Recruitment Employee, (2) Rank 6
Teachers Background Employee, (3) Rank 6
Staff Background Employee, (2)
Rank 6
Complaint Employee, Rank 6
Organization and Capacities Developement Employee,
Rnk 5
Professional member or ranks and salaries,
(1) Rank 6
Treatment Dept, (1) Rank 5
Health EducationEmployee,, (2) Rank 6
Food Materials Distribution Employee,
(1) Rank 6
Nurse, (1) Rank 6
Driver, (1) Rank 7
Dept of Councils Affairs, (1) Rank 5
Dept of Engineering and Suprvision, (1)
Rank 5
IT and Admin Employee (1) Rank 6
Construction Engineer, (5) Rank 6
Social Relations Employee, (5)
Rank 6
Dept of Repair Affairs and Direct Performances, (1)
Rank 5
Construction Engineer, (1) Rank 6
Deputy Engineer, Rank 6
Professional Architect, Rank 7
ProfessionalElectrician, Rank 7
Professional Carpenter, Rank 7
ProfessionalPlumber, Rank 7
ProfessionalGardener, Rank 7
IT Department (1) Rank 5
Computer Trainer, (1)
Radio Employee, (1) Rank6
Hardware Engineer, (1) Rank 6
Teachers performance Evalution Employee, (1) Rank
6
Staff Performance Employee, (1) Rank 6
Figure 2-4-2 Structure of Admin & Finance Office of DOE (painted parts are technical department)
2-4-1-2 Clinic
(1) Operating Plan
BHC and CHC which is implementing BPHS (Basic Package of Health Services) under DOPH
have been operated by NGOs. Those facilities which will be constructed by this projects will be
also operated by NGOs. The budget for BPHS has been provided by mainly world bank, USAID
and EC. The operating cost of NGOs for the clinic to be constructed by this project will be paid
by MOPH. The NGOs which operating the clinics have to periodically report the status of the
operation to MOPH through HMIS (Health Management Information System), then after
approval of MOPH, operation cost is paid to NGO.
The contract of NGO for the operation of S-H02/Sultan Por Lower CHC is not expired. However,
the contract for the operation of B-H01/ Samarkhel BHC and S-H01/ Char Bagh BHC have been
expired. The contract for the operation of those clinics shall be secured before completion of this
project, though DOPH made a definite promise in writing.
(2) Maintenance Plan
The operation cost such as salaries, medicine, medical instruments and maintenance has been
disbursed to NGOs by MOPH. The daily maintenace of the buildings shall be managed by
NGOs.
Building
If the periodic check and cleaning are done, the repair is not required in several years after
completion.Since then, repainting works once a decade every 10 years and adjustment of
fittings every year will be needed. It is desirable that the daily maintenance should be
conducted utilizing the checklist of NRRC operation and maintenance manual.
Facilities and instruments
72
It is desirable that the structure for daily maintenance and simple repair should be established
utilizing the maintenance manual prepared by NRRC. Cleaning of water tank for every 6
months and cleaning of penetration septic tank for every 2 years are recommended.
2-4-2 Roads and Culvert
(1) Organization for Road Operation and Maintenance
Regarding to routine maintenance for the project roads after the project, 16.6 km of project roads
in resident area will be maintained by the local communities and the other 13.6 km of project
roads will be maintained by PRRD.
It can be said that service mindset of the local communities is very high because irrigation
channels in their areas have ever been cleaned and repaired mainly by the local community. And,
road repair works as maintenance work for the project is common. Further, NRRC held a seminar
of road maintenance for the local communities to enhance awareness of proper way of road
maintenance. Therefore, it is considered to be possible that the local communities operate and
maintain the roads.
Road maintenance and management system in PRRD has not been established yet. However, it is
judged as possible that PRRD will be able to operate and maintenance the roads if the system is
established through the assistance for the system establishment by NRAP, budget for road
maintenance is secured and the skills of road maintenance are acquired.
(2) Road Maintenance Plan
Necessary road maintenance works are as follows:
Routine inspection and daily maintenance:
Routine inspection and cleaning of road surfaces, drainage facilities and etc.
Repair work:
Sealing cracks, patching potholes and repair for other damaged parts
(3) Present Road Maintenance Conditions and Recommendations
It is observed that current road maintenance works such as routine maintenance including
cleaning and repair are being implemented adequately by the local communities.
To achieve the project effect, it is important to manage and maintain road facilities adequately to
keep good conditions of the pavements and other facilities for extending their life spans, so the
following recommendations are proposed:
To establish the road maintenance management system in PRRD
73
To carry out routine inspection to obtain the conditions of road facilities
To keep road facilities clean especially for drainage facilities
To secure the budget for road maintenance
74
2-5 Project Cost Estimation
2-5-1 Initial Cost Estimation
(1) Cost borne by the Government of Afghanistan
Cost Items Costs
US$ Yen (Million) Remarks
Resettlement Cost 0 0 No resettlement
Land Acquisition Cost 0 0 No newly land acquisition
Utility Relocation Cost 0 0Included in the
Construction Cost
Bank Commission 6,854 0.55
Environmental Monitoring Cost 3,100 0.25
During operation after the completion of the Project PRRD/2,400USD
DoE&DoPH/700USD
Access Road Preparation Cost 5,940 0.48
By Communities (DoE&DoPH) Samarkhel 3,240USD Char bagh 2,700USD
Total 15,894 1.28
The cost sharing of Afghan Government is US$15,894 for the implementation of the Project. This amount
is slight and considered affordable for the Government of Afghanistan.
(2) Conditions in Cost Estimate
Time of Cost Estimation : June 2012
Exchange Rate : 1 US Dollar = 80.52 Yen
Construction Period : As shown in the Implementation Schedule
Other Condition :Cost estimate is implemented in accordance with
the guideline of Japan’s Grant Aid
75
2-5-2 Operation and Maintenance Cost
2-5-2-1 Building
(1) School
1) Salaries
650 to 850 teacher’s work opportunity have been secured in Nangarhar province to answer the
increase of students due to the repatriation of returnees. 320 teachers have been newly employed
in past 2 years in target two districts. Therefore, additional budget for the employment of new
teachers seems not to be required.
2) Maintenance
If the facilities are taken care properly, only repainting of walls, blackboard and furniture are
required. This seems to be done by provision of work force by community. It must be noted that
the maintenance cost shall be increased when the power is supplied to the schools in the future.
(2) Clinic
Operation cost for each type in 2012 are shown in the following Table 2-5-1. The operation cost
shall be allocated in accordance with the standard operation cost since the design has followed the
MOPH standard design. New budget measures shall not be required since the cost has been
shouldered by NGOs.
Table 2-5-1 Clinic Operation Cost (2012)
(US$)
Staff Medicine FuelRepair expense
only for medicalequipment
TransportationMedical
EquipmentTotal
SHC 3,792 5,760 1,200 1,200 2,400 700 15,052
BHC 9,120 4,985 1,200 1,200 2,400 700 19,605
CHC 20,160 5,803 1,200 1,200 2,400 700 31,463
2-5-2-2 Roads and Culvert
Routine inspection and daily maintenance work for the roads upgraded by the project will be
carried out by the local communities and PRRD.
The cost for the road maintenance is roughly estimated at approximately US$ 9,900. The
breakdown of the cost is shown in the Table 2-5-2.
The total length of the project road of 30.2 km is divided into two parts: approximately 16.6 km in
residential area for the local communities and approximately 13.6 km in the other area that consists
of 4.3 km in Bala Bagh and 9.3 km in Shikh Misry, Surkhrod.
The former will be maintained by the local communities and the latter by PRRD, so, the said cost
for road maintenance is shared by the both depending on each road length aforementioned.
76
The cost for road maintenance for approximately 16.6 km shared by local coomunity is
approximately US$ 5,400 which is composed of US$ 4,900 for labor and vehicle cost and US$ 500
for cement and asphalt. Therefore, it is judged as possible that the local communities carry out the
road maintenance by their responsibility because their actual expenses is estimated at around
US$ 500 a year for cement and asphalt
And, it is judged as possible that PRRD can carry out the road maintenance for 13.6 km by their
responsibility if road maintenance and management system in MRRD is established and the budget
for road maintenance is secured.
Table 2-5-2 Maintenance Work and Annual Cost
1. Routine Inspection (unit: US$)
Facility Inspection Item Frequency No. of Staff
Equipment Quantity Unit Price Cost
Pavement
Shoulder/slope
Drainage
Crack, deformation, pothole, etc.
Rainwater erosion & collapse, etc. Injury, trash and
obstruction
12 times a year2 days for each
time
2 persons Scoop, hammer, sickle,
barricade,pick-up truck
48 man-day/ year
24 veh-day/ year
8
50
384
1,200
Total 1,584
2. Daily Maintenance Work (unit: US$)
Facility Inspection Item Frequency No. of Staff
Equipment Quantity Unit Price Cost
Cleaning Drainage
Pavement Shoulder
Cleaning soil,
obstacles Cleaning
Cutting grass, cleaning
4 times a year10 days each
time, 2 parties
5 persons/
party
Scoop,
hammer, sickle,
barricade,Pick-up
truck(2 veh. (1 veh. * 2 parties))
400 man-day
/ year
80 veh-day/ year
8
50
3,200
4,000
Total 7,200
Total of Routine Inspection and Daily Maintenance Work 8,784
3. Repair (unit: US$)
Facility Repair Item Frequency Unit Price
(per Year, per km)
Road length
Pavement Shoulder/slope
Drainage
Patching pothole(man-powered) Repairing damaged part(man-powered) Repairing damaged part(man-powered)
1 times / 5 years1 times / 5 years1 times / 5 years
16 8 3
30.2 km (except reserved
projects)
Total 37 1,117
Grand Total 9,901
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Chapter 3 Project Evaluation
3-1 Preconditions
The necessary land is to be acquired.
Banking arrangement is to be concluded.
The necessary approval and license for the execution of the sub-projects such as construction
permit, traffic control permit and detour permit, etc are to be acquired
The screening report on environment is to be submitted and the approval from NEPA is to be
acquired.
The access road is to be acquired(GA-B-E05, GA-B-H01)
3-2 Necessary Imputs by Recipient Country
Cooperation for the resolution of the conflicts caused with the community and/or the third
party.
The necessary expenses for the government of the Afghanistan arranged by both governments
are to be shouldered by the government of the Afghanistan.
The security condition in the construction sites is to be secured by the government of
Afghanistan.
The operation and maintenance after the completion of the project is to be done properly.
3-3 Important Asumptions
The security condition is not aggravated due to the recurrence of the civil war.
The political condition is stable.
The natural disasters such as big earthquakes or large scale of floods do not occur.
3-4 Project Evaluation
3-4-1 Relevance
(1) The proportion of the returnees in the 11 villages is very high. 59% (14,700 families/
24,700families)of the families are returnees.
(2) The government of the Afghanistan can operate and maintain the completed sub-projects by
themselves. Extremely high techniques are not required.
(3) Improvement of living environment in rural area corresponds to the long term policy set forth
in ANDS (Afghanistan National Development Strategy) as facilitating reintegration and
promoting the social, economic, political welfare of rural community especially poor and
vulnerable people and improving basic living infrastructure in order to achieve the
aforementioned.
(4) Educational and medical services are improved due to the improvement of the facilities of
schools and clinics.
78
(5) The access time to the schools and clinics are shortened due to the improvement of the road
condition.
3-4-2 Effectiveness
(1) Quantitative effect
Facility Indices Present
(2012) Target(2015)
(after completion) School Capacity of the classrooms 95 318
Number of students per class
185 55
Clinic Number of CHC Number of BHC
1 12
2 13
Number of patients of BHC and CHC per day
250 440
Road ・
Culvert Average traveling speed(km/h)
20 60
Maximum traveling time to School or Clinic (min)
15 5
(2) Qualitative effect
1) School:
Number of students per class can be reduced and/or number of acceptable students can be
increased due to the increase of the available classrooms. Therefore, the educational services
for returnees and receiving communities can be improved.
2) Clinic:
The replacement of the BHC to CHC which has better facilities and functions can improve
the medical service level for returnees and receiving communities.
3) Road/Culvert:
The access time to school and clinic for returnees and receiving communities can be
shortened due to the improvement of the road condition.
<<Appendices>>
1. Member List of the Study Team
2. Study Schedule
3. List of Parties Concerned in the Recipient Country
4. Minutes of Discussions
5. Technical References
5.1. Outline Design Drawings (School & Clinic)
5.1.1. Site Plans
5.1.2. Basic Design Drawings
5.2. Outline Design Drawings (Road)
6. Environmental Checklists
6.1. Architectural Components
6.2. Civil Engineering Components
1. Member List of the Study Team
Appendix 1-1
1. Member List of the Study Team
Field Survey(12 May, 2012~16 Oct, 2012)
Name Title Organization
1 Yasumichi
ARAKI Leader
Director for Grant Aid Project Management
Division 2, Financing Facilitation and
Procurement Supervision Department, JICA
2 Umi KOJIMA Plan Management
Peace Building and Urban and Regional
Department Division 2, Economic Infrastructure
Department, JICA
3 Yoshihisa
NODA
Team Leader / Community
Development Katahira & Engineers International
4 Masako
SUZUKI
Deputy Team leader/
Contract/Procure-ment
Management/Tender
Document
Katahira & Engineers International
5 Katsuhisa
OTA
Participatory Community
Development Katahira & Engineers International
6 Kiyoshi
MUKAI
Environmental and Social
Considerations / Civil
Engineer(2)
Katahira & Engineers International
7 Tomohiko
NAKAMURA Civil Engineer (1) Katahira & Engineers International
8 Hiroyuki
IGUCHI Architect Matsuda Consultants
9 Hiroshi
WATANABE
Procurement/Cost
Estimate/Site InvestigationKatahira & Engineers International
Explanation of Draft Report(26 Sep, 2012~1 Oct, 2012)
Name Title Organization
1 Hideya
KOBAYASHI Leader
Deputy Resident Representative, JICA
Afghanistan Office
2 Umi KOJIMA Plan Management
Peace Building and Urban and Regional
Department Division 2, Economic Infrastructure
Department, JICA
3 Yoshihisa
NODA
Team Leader / Community
Development Katahira & Engineers International
4 Tomohiko
NAKAMURA Civil Engineer (1) Katahira & Engineers International
2. Study Schedule
2. Study Schedule (JICA)
Field Survey(12 May, 2012~16 Oct, 2012)
・Leader: Yasumichi ARAKI (Director for Grant Aid Project Management Division 2, Financing
Facilitation and Procurement Supervision Department, JICA)
・Plan Management: Umi KOJIMA (Peace Building and Urban and Regional Department Division 2,
Economic Infrastructure Department, JICA)
Date Schedule
26 May Sat 22:00 Narita ⇒04:15Dubai
27 May Sun12:00 Dubai ⇒15:15Kabul 17:00 Security Briefing 17:30 Internal Meeting
28 May Mon 9:00 Meeting with Project Team 10:45 Meeting with IDLG (Kabul) 14:00 Meeting with UNOPS
29 May Tue
Kabul ⇒ Jalalabad 10:00 Meeting with IDLG (Nangarhar) 11:00 Stakeholder Meeting 14:00 Meeting with UNOPS (Nangarhar) 15:00 Meeting with UNHCR (Nangarhar)
30 May Wed8:00 Signing of M/D with PGON/IDLG (Nangarhar) Jalalabad ⇒Kabul 16:30 Report and Signing of M/D with IDLG (Kabul)
31 May Thu11:00 Report to Embassy of Japan 13:00 Report to JICA Afghanistan Office 18:20 Kabul ⇒21:00 Dubai
1 June Fri 02:50Dubai⇒17:35Narita
Explanation of Draft Report(26 Sep, 2012~1 Oct, 2012)
・Leader: Hideya KOBAYASHI (Deputy Resident Representative, JICA Afghanistan Office)
・Plan Management: Umi KOJIMA (Peace Building and Urban and Regional Department Division 2,
Economic Infrastructure Department, JICA)
Date Schedule
25 Sep Tue 22:00 Narita ⇒04:15Dubai
26 Sep Wed12:00 Dubai ⇒15:15Kabul 17:00 Security Briefing 17:30 Internal Meeting
27 Sep Thu 9:00 Meeting with project Team 14:00 Meeting with UNOPS
28 Sep Fri Document Preparation
29 Sep Sat Kabul ⇒ Jalalabad 12:00 Meeting with Governor of Nangarhar and Stakeholders 16:00 Meeting with UNHCR
30 Sep Sun
Jalalabad ⇒Kabul 11:00 Report to Ministry of Finance 14:00 Report and Discussion with IDLG (Kabul) 16:30 Report to JICA Afghanistan Office
1 Oct Mon10:00 Report to Embassy of Japan 15:00 Signing of M/D with IDLG (Kabul) 18:20 Kabul ⇒21:00 Dubai
2 Oct Tue 02:50Dubai⇒17:35Narita
2. Study Schedule (Consultant)
Consultants conducted field survey in turn because of restriction of trip and number of stayer in
Afghanistan. During the period when consultants could not conduct field survey, survey had been
conducted in Japan utilizing the local staff and consultants.
Date
Yoshihisa NODA
Masako SUZUKI
Katsuhisa OTA
Kiyoshi MUKAI
TomohikoNAKAMURA
Hiroyuki IGUCHI
Hiroshi WATANABE
Team Leader /
Community Development
Deputy Team leader/ Contract/Procurement Management/Tender Document
Participatory Community Development
Environmental and Social Considerations / Civil Engineer(2)
Civil Engineer (1) Architect Procurement/Cost Estimate/Site Investigation
1 12-May Sat 22:00 NRT⇒+04:15DBX
22:00 NRT⇒+04:15DBX
2 13-May Sun 12:00DBX⇒ 15:15 KBL Briefing
12:00DBX⇒ 15:15 KBL Briefing
3 14-May Mon Data CollectionInception Report
Data Collection Inception Report
4 15-May Tue Data CollectionInception Report
Data collection, Facility Planning, Cost Estimate
5 16-May Wed Data CollectionInception Report
Data collection, Facility Planning, Cost Estimate
6 17-May Thu
Data collection, Selection of projects, outline design, Out sourcing
Data collection, Facility Planning, Cost Estimate
7 18-May Fri Filing Data collection, Facility Planning, Cost Estimate
8 19-May Sat Data collection, Site observation
Data collection, Facility Planning, Cost Estimate
9 20-May Sun
Data collection, Selection of projects, outline design, Out sourcing
Data collection, Selection of projects, outline design, Out sourcing
10 21-May Mon Data collection Check consensus
building structure
Data collection, Facility Planning, Cost Estimate
11 22-May Tue Meeting Check consensus
building structure
Data collection, Facility Planning, Cost Estimate
12 23-May Wed 22:00 NRT⇒+04:15DBX
Site investigationOutsourcing
Check consensus
building structure
Data collection, Facility Planning, Cost Estimate
13 24-May Thu 12:00DBX⇒ 15:15 KBL Briefing
Preparation of Location Map
Check consensus
building structure
18:20KBL⇒21:00DBX
14 25-May Fri Data collection Preparation of Location Map
Filling 02:50DBX⇒17:35NRT
15 26-May Sat Data collection Data collection Filling
16 27-May Sun Meeting, Data collection
Meeting, Data collection
Filling
17 28-May Mon Meeting(IDLG, UNOPS)
Meeting(JICA) Check consensus
building structure
18 29-May Tue Data collection Data collection Check consensus
building structure
19 30-May Wed Data collection Data collection Check consensus
building structure
20 31-May Thu Data collection Prioritization of target projects
Check consensus
building structure
21 1-Jun Fri Data collection, Beneficiary map
Data collection, Beneficiary map
Filling Facility Planning Estimate
Estimate
22 2-Jun Sat Data collection, Beneficiary map
Data collection, Beneficiary map
22:00 NRT⇒+04:15DBX
Facility Planning Estimate
Estimate
23 3-Jun Sun Data collection 18:20KBL⇒21:00DBX
12:00DBX⇒ 15:15 KBL Briefing
Facility Planning Estimate
Estimate
Date
Yoshihisa NODA
Masako SUZUKI
Katsuhisa OTA
Kiyoshi MUKAI
TomohikoNAKAMURA
Hiroyuki IGUCHI
Hiroshi WATANABE
Team Leader /
Community Development
Deputy Team leader/ Contract/Procurement Management/Tender Document
Participatory Community Development
Environmental and Social Considerations / Civil Engineer(2)
Civil Engineer (1) Architect Procurement/Cost Estimate/Site Investigation
24 4-Jun Mon Data collection 02:50DBX⇒17:35NRT
Check and instruction on consensus building structure
Facility Planning Estimate
25 5-Jun Tue 18:20KBL⇒21:00DBX
Check and instruction on consensus building structure
Facility Planning Estimate
22:00 NRT⇒+04:15DBX
26 6-Jun Wed 02:50DBX⇒17:35NRT
Check and instruction on consensus building structure
Facility Planning Estimate
12:00DBX⇒ 15:15 KBL Briefing
27 7-Jun Thu Check and instruction on consensus building structure
Facility Planning Estimate
Data collection, Estimate
28 8-Jun Fri Filling Facility Planning Estimate
Data collection, Estimate
29 9-Jun Sat Meeting with UNOPS
Facility Planning Estimate
Data collection, Estimate
30 10-Jun Sun Check and instruction on consensus building structure
Holiday Data collection, Estimate
31 11-Jun Mon Report preparation Prioritization
Report preparation Prioritization
Check and instruction on consensus building structure
Data collection ・Design criteria・Design policy
Facility Planning Estimate
Data collection, Estimate
32 12-Jun Tue Report preparation Prioritization
Report preparation Prioritization
18:20KBL⇒21:00DBX
Data collection ・Design criteria・Design policy
Facility Planning Estimate
Data collection, Estimate
33 13-Jun Wed Meeting Meeting 02:50DBX⇒17:35NRT
Data collection Meeting Facility Planning Estimate
Meeting
34 14-Jun Thu Shortlisting, Meeting preparation
Shortlisting, Meeting preparation
Data collection ・Design criteria・Design policy
Facility Planning Estimate
Data collection, Estimate
35 15-Jun Fri Shortlisting, Meeting preparation
Shortlisting, Meeting preparation
Data collection ・Design criteria・Design policy
Facility Planning Estimate
Data collection, Estimate
36 16-Jun Sat Shortlisting, Meeting preparation
Shortlisting, Meeting preparation
Data collection Holiday Facility Planning Estimate
Data collection, Estimate
37 17-Jun Sun Holiday Holiday Holiday Holiday Holiday Data collection, Estimate
38 18-Jun Mon Shortlisting, Meeting preparation
Shortlisting, Meeting preparation
Check the consensus building structure
Data collection Outline design Facility Planning Estimate
Data collection, Estimate
39 19-Jun Tue Shortlisting, Meeting preparation
Shortlisting, Meeting preparation
Check the consensus building structure
Data collection Outline design Facility Planning Estimate
Data collection, Estimate
40 20-Jun Wed Shortlisting, Meeting preparation
Shortlisting, Meeting preparation
Check the consensus building structure
Data collection Outline design Facility Planning Estimate
Data collection, Estimate
41 21-Jun Thu Shortlisting, Meeting preparation
Shortlisting, Meeting preparation
Data collection Outline design Facility Planning Estimate
Data collection, Estimate
42 22-Jun Fri Shortlisting, Meeting preparation
Shortlisting, Meeting preparation
Data collection Outline design Facility Planning Estimate
Data collection, Estimate
43 23-Jun Sat Data collection Holiday Facility Planning Estimate
Data collection, Estimate
44 24-Jun Sun Data collection Holiday Holiday 18:20KBL⇒21:00DBX
45 25-Jun Mon Data collection Meeting preparation
Facility Planning Estimate
02:50DBX⇒17:35NRT
46 26-Jun Tue Data collection Meeting preparation
Facility Planning Estimate
Estimate
47 27-Jun Wed Meeting Meeting Meeting Meeting Meeting
48 28-Jun Thu Outsourcing for water quality
Outline design Facility Planning Estimate
Estimate
49 29-Jun Fri Outsourcing for water quality
Outline design Facility Planning Estimate
Estimate
Date
Yoshihisa NODA
Masako SUZUKI
Katsuhisa OTA
Kiyoshi MUKAI
TomohikoNAKAMURA
Hiroyuki IGUCHI
Hiroshi WATANABE
Team Leader /
Community Development
Deputy Team leader/ Contract/Procurement Management/Tender Document
Participatory Community Development
Environmental and Social Considerations / Civil Engineer(2)
Civil Engineer (1) Architect Procurement/Cost Estimate/Site Investigation
50 30-Jun Sat Outsourcing for water quality
Holiday Facility Planning Estimate
Estimate
51 1-Jul Sun Holiday Holiday Holiday
52 2-Jul Mon Outsourcing for water quality
Outline design Estimate
53 3-Jul Tue Outsourcing for water quality
Outline design Estimate
54 4-Jul Wed Outsourcing for water quality
Outline design Estimate
55 5-Jul Thu Outsourcing for water quality
Outline design Estimate
56 6-Jul Fri Report preparation
Outline design Estimate
57 7-Jul Sat Report preparation
Holiday Estimate
58 8-Jul Sun Holiday Holiday Estimate
59 9-Jul Mon Report preparation
Outline design Estimate
60 10-Jul Tue Report preparation
Outline design Estimate
61 11-Jul Wed Report preparation
Outline design Estimate
62 12-Jul Thu Report preparation
Outline design Estimate
63 13-Jul Fri Report preparation
Outline design Estimate
64 14-Jul Sat 22:00 NRT⇒+04:15DBX
Report preparation
Holiday 22:00 NRT⇒+04:15DBX
Estimate
65 15-Jul Sun 12:00DBX⇒ 15:15 KBL Briefing
Holiday Holiday 12:00DBX⇒ 15:15 KBL Briefing
Estimate
66 16-Jul Mon Meeting Report preparation
Holiday Data collection, facility planning
Estimate
67 17-Jul Tue Study on Shortlist
Report preparation
Outline design Data collection, facility planning
Estimate
68 18-Jul Wed Study on Shortlist
Report preparation
Outline design Data collection, facility planning
Estimate
69 19-Jul Thu Study on Shortlist
Report preparation
Outline design Data collection, facility planning
Estimate
70 20-Jul Fri Filing Report preparation
Outline design Data collection, facility planning
Estimate
71 21-Jul Sat Follow up PDC & BCDC meeting, Preparation of AF
Report preparation
Holiday Data collection, facility planning
Estimate
72 22-Jul Sun Check of consensus
building structure Holiday Holiday
Data collection, facility planning
Holiday
73 23-Jul Mon 22:00 NRT⇒+04:15DBX
Check of consensus
building structure
Report preparation
Outline design Data collection, facility planning
Estimate
74 24-Jul Tue 12:00DBX⇒ 15:15 KBL Briefing
Shortlisting,
preparation of
UNOPS meeting, AF
Report preparation
Outline design 18:20KBL⇒21:00DBX
Estimate
75 25-Jul Wed Meeting with UNOPS
Meeting with UNOPS
Report preparation
Outline design 02:50DBX⇒17:35NRT
Estimate
76 26-Jul Thu Meeting Meeting Estimate
Date
Yoshihisa NODA
Masako SUZUKI
Katsuhisa OTA
Kiyoshi MUKAI
TomohikoNAKAMURA
Hiroyuki IGUCHI
Hiroshi WATANABE
Team Leader /
Community Development
Deputy Team leader/ Contract/Procurement Management/Tender Document
Participatory Community Development
Environmental and Social Considerations / Civil Engineer(2)
Civil Engineer (1) Architect Procurement/Cost Estimate/Site Investigation
77 27-Jul Fri Holiday Holiday Holiday
78 28-Jul Sat AF, Draft final report
Preparation of AF
Estimate
79 29-Jul Sun AF, Draft final report
Preparation of AF
Holiday
80 30-Jul Mon AF, Draft final report
Preparation of AF
Estimate
81 31-Jul Tue AF, Draft final report
Preparation of AF
Estimate
82 1-Aug Wed AF, Draft final report
Preparation of AF
Estimate
83 2-Aug Thu 18:20KBL⇒21:00DBX
Preparation of AF
Estimate
84 3-Aug Fri 02:50DBX⇒17:35NRT
Preparation of AF
Estimate
85 4-Aug Sat Retest for Ware quality
Estimate
86 5-Aug Sun Retest for Ware quality
Holiday
87 6-Aug Mon Retest for Ware quality
Estimate
88 7-Aug Tue Preparation of AF
89 8-Aug Wed Follow up TWG 22:00 NRT⇒+04:15DBX
90 9-Aug Thu Preparation of AF
12:00DBX⇒ 15:15 KBL Briefing
91 10-Aug Fri Preparation of AF
Preparation for UNOPS meeting
92 11-Aug Sat Water quality test, UNOPS meeting
Meeting with UNOPS
93 12-Aug Sun Preparation of AF
Check UNOPS estimate
94 13-Aug Mon AF, environmental
monitoring plan
Check UNOPS estimate
95 14-Aug Tue Follow up TWG Meeting with UNOPS
Meeting with UNOPS
96 15-Aug Wed Follow up TWG Meeting with UNOPS
97 16-Aug Thu Meeting with CP on shortlist
Meeting with UNOPS
98 17-Aug Fri Filing Meeting with UNOPS
99 18-Aug Sat Data collection,
report preparation
18:20KBL⇒21:00DBX
100 19-Aug Sun Data collection, report preparation
02:50DBX⇒17:35NRT
101 20-Aug Mon Data collection,
report preparation Estimate
102 21-Aug Tue Data collection,
report preparation Estimate
103 22-Aug Wed Data collection,
report preparation Estimate
Date
Yoshihisa NODA
Masako SUZUKI
Katsuhisa OTA
Kiyoshi MUKAI
TomohikoNAKAMURA
Hiroyuki IGUCHI
Hiroshi WATANABE
Team Leader /
Community Development
Deputy Team leader/ Contract/Procurement Management/Tender Document
Participatory Community Development
Environmental and Social Considerations / Civil Engineer(2)
Civil Engineer (1) Architect Procurement/Cost Estimate/Site Investigation
104 23-Aug Thu Data collection,
report preparation Estimate
105 24-Aug Fri Data collection,
report preparation Estimate
106 25-Aug Sat Data collection,
report preparation Estimate
107 26-Aug Sun Data collection,
Meeting/MRRD Estimate
108 27-Aug Mon Data collection,
Meeting/MOPH Estimate
109 28-Aug Tue Data collection,
report preparation
110 29-Aug Wed Meeting
111 30-Aug Thu Data collection,
report preparation
112 31-Aug Fri Data collection,
report preparation
113 1-Sep Sat Data collection,
report preparation
114 2-Sep Sun Data collection,
report preparation
115 3-Sep Mon Data collection,
report preparation
116 4-Sep Tue Data collection,
report preparation
117 5-Sep Wed Data collection,
report preparation
118 6-Sep Thu Data collection,
report preparation
119 7-Sep Fri Data collection,
report preparation
120 8-Sep Sat Data collection,
report preparation
121 9-Sep Sun Data collection,
report preparation
122 10-Sep Mon Data collection,
report preparation
123 11-Sep Tue Data collection,
report preparation
124 12-Sep Wed Data collection,
report preparation
125 13-Sep Thu Data collection,
report preparation
126 14-Sep Fri Data collection,
report preparation
127 15-Sep Sat Data collection,
report preparation
128 16-Sep Sun Data collection,
report preparation
22:00 NRT⇒+04:15DBX
129 17-Sep Mon Data collection,
report preparation
12:00DBX⇒ 15:15 KBL ブリーフィング
130 18-Sep Tue DoD meeting DoD meeting
Date
Yoshihisa NODA
Masako SUZUKI
Katsuhisa OTA
Kiyoshi MUKAI
TomohikoNAKAMURA
Hiroyuki IGUCHI
Hiroshi WATANABE
Team Leader /
Community Development
Deputy Team leader/ Contract/Procurement Management/Tender Document
Participatory Community Development
Environmental and Social Considerations / Civil Engineer(2)
Civil Engineer (1) Architect Procurement/Cost Estimate/Site Investigation
131 19-Sep Wed 18:20KBL⇒21:00DBX
Monitoring on survey, Report for C/M
132 20-Sep Thu 02:50DBX⇒17:35NRT
Monitoring on survey, Report for C/M
133 21-Sep Fri Holiday
134 22-Sep Sat Monitoring on survey, Report for C/M
135 23-Sep Sun 22:00 NRT⇒+04:15DBX
Monitoring on survey, Report for C/M
136 24-Sep Mon 12:00DBX⇒ 15:15 KBL Briefing
Monitoring on survey, Report for C/M
137 25-Sep Tue Meeting on Draft final report
Monitoring on survey, Report for C/M
138 26-Sep Wed Data collection Monitoring on survey, Report for C/M
139 27-Sep Thu Meeting with JICA, UNOPS
Monitoring on survey, Report for C/M
140 28-Sep Fri Filling, Estimate for Afghan side
Holiday
141 29-Sep Sat Filing Study on survey and
soil investigation
142 30-Sep Sun Filing Study on survey and
soil investigation
143 1-Oct Mon Meeting Study on survey and
soil investigation
144 2-Oct Tue Filing, data collection
Study on survey and
soil investigation
145 3-Oct Wed Filing, data collection
Study on survey and
soil investigation
146 4-Oct Thu Filing, data collection
Study on survey and
soil investigation
147 5-Oct Fri Holiday Holiday
148 6-Oct Sat Filing, data collection
Compilation of design conditions
149 7-Oct Sun Filing, data collection
Compilation of design conditions
150 8-Oct Mon Filing, data collection
Compilation of design conditions
151 9-Oct Tue Filing, data collection
Compilation of design conditions
152 10-Oct Wed Filing, data collection
Compilation of design conditions
153 11-Oct Thu Filing, data collection
Compilation of design conditions
154 12-Oct Fri Holiday Holiday
155 13-Oct Sat Filing, data collection
Compilation of design conditions
156 14-Oct Sun Filing, data collection
8:20KBL⇒11:00DBX
Date
Yoshihisa NODA
Masako SUZUKI
Katsuhisa OTA
Kiyoshi MUKAI
TomohikoNAKAMURA
Hiroyuki IGUCHI
Hiroshi WATANABE
Team Leader /
Community Development
Deputy Team leader/ Contract/Procurement Management/Tender Document
Participatory Community Development
Environmental and Social Considerations / Civil Engineer(2)
Civil Engineer (1) Architect Procurement/Cost Estimate/Site Investigation
157 15-Oct Mon 18:20KBL⇒21:00DBX
02:50DBX⇒17:35NRT
158 16-Oct Tue 02:50DBX⇒17:35NRT
3. List of Parties Concerned in the Recipient Country
3. List of Parties Concerned in the Recipient Country
Field Survey(12 May, 2012~16 Oct, 2012)
Government of Afghanistan
IDLG (Kabul)
Deputy Minister for Policy Farid Mamundzay
Deputy Minister Adviser Dr. Sibghat Ullah
Policy Coordinator Zanra Yousufzai
Provincial Government of Nangarhar
IDLG (Nangarhar) Deputy Governor Mohammad Hanif Girdewal
IDLG (Nangarhar) Director Ahmad Shah Sadat
Provincial Governor Office Director Eng Hakeem
Department of Public Health Director Dr.Baz Mohammad
Department of Education Director Allah Dad
Department of Refugees and
Repatriation Director Haji Ghulam Haidar
Department of Agriculture,
Irrigation and Livestock Director Mohammad Hussain Safi
Provincial Rural Rehabilitation Directorate
Development Manager Eng.Ab- Satar
Surkhrod District District Governor Sayed Ali Akbar (Sadat)
Behsud District District Governor Niamatullah Noorzy
International Organization
UNOPS
Head of Programmes Paul Cruickshank
Business Development Officer Reiko Okumura
Senior Regional Engineer/Manager Abdul Latif Hamkar
UNHCR
Head Iilija Todorovic
UNV Francis
Program Officer Timosnah Kamalpor
Japanese Organization
Embassy of Japan First Secretary Katsunori Ashida
Explanation of Draft Report(26 Sep, 2012~1 Oct, 2012)
Government of Afghanistan
Ministry of
Finance Aid Coordination Officer Ahmad Sulaiman Aslam
IDLG
Deputy Minister for Policy Farid Mamundzay
Deputy Minister Adviser Dr. Sibghat Ullah
Adviser for Policy Capacity
Development Aarya Nijat
Chief for Infrastructure Project Hewad Tokhi
Provincial Government of Nangarhar
Advisory Minister and Nangarhar Governor Mr. Gul Agha Sherzi
Deputy Governor Mr. Hanif Girdiwal
Assistant to Governor Mr. Abdul Ahad Fazly
Director of Education Mr. Allah Dad Asmaielzai
Director of Public health Mr. Baz Mohammad Shirzad
Director of Agriculture Mr. Mohammad Hussain Safi
Spokesman of Nangarhar Governor Mr. Ahmad Zia Abdul Zai
Director of Public Work Mr. Fazil Rabi Walizai
Director of Chief of staff Mr. Massod Azizi
Director of Refugees and Repatriation Mr. Ghulam Haidar Faqir Zai
International Organization
UNOPS Business Development Officer Ms. Reiko Okumura
UNHCR Protection Officer Ms. Minako Kakuma
Japanese Organization
Embassy of Japan First Secretary Katsunori Ashida
Second Secretary Mr. Komoto Takeshi
4. Minutes of Discussions
4. Minutes of Discuss ions (M/D)F ield Survey (26 May, 2012~1 June, 2012)
Appendix 4-1
Appendix 4-2
Appendix 4-3
Appendix 4-4
Appendix 4-5
Appendix 4-6
Appendix 4-7
Appendix 4-8