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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


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


Construction

Stage

Operation

Stage

environment is expected.

4 Soil

Contamination B- B-

Construction Stage ： Oil spill from the construction

machinery and vehicles is expected.


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.



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.


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


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


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


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




(2) Investigation into feasible low-impact

construction method.

(3) Investigation into drawings.




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) Investigation into construction details such

as method, duration, location, construction

machinery, the number of vehicles, working

area etc.


12




Offensive odor (1) Emission control standard


(3) Location and structure of the toilets

(1) Investigation into existing documents and

hearing survey.




area etc.

(3) Investigation into drawings and site

inspection.

Sediment (1) Impact during construction stage (1) Investigation into construction details such as



area etc.

Hydrology (1) Impact during construction (1) Investigation into construction details such as



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


(2) Hearing survey.

Working Condition including Occupational Safety

(1) Confirmation of labor law

(2) Confirmation of current working condition


(2) Hearing survey.

Accident

(1) Confirmation of construction Plan (1) Hearing survey and investigation into

existing documents



machinery, the number of vehicles and

working area.


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


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.



4 Soil

Contamination B- D

Construction Stage：Oil spill from construction machinery

and vehicles 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


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


Construction

Stage

Operation

Stage

Damage bridge.


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


25 Gender D D No factor affecting gender issue is expected due to the


26 Right of

Children D D

No factor affecting right of children is expected due to the


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.





Table 1-2-8 TOR of Environmental and Social Survey (Civil Components)


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





site investigation.



machinery, number of vehicle etc.

(4) Investigation into monitoring survey



16


Water Quality (1) Confirmation of water quality standard in

Afghanistan

(2) Constriction method



(1) Investigation into existing documents

(2) Investigation into feasible low-impact

construction method




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


area etc.

Noise & Vibration (1) Confirmation of noise & vibration standard

in Afghanistan

(2) Distance from schools and clinics to the

source origin





(2) Site investigation




area etc.




Offensive Odor (1) Emission regulation standard



hearing survey




area etc.

Sediment (1) Impact during construction stage (1) Investigation into construction details such



area etc.

Hydrology (1) Impact during the bridge construction (1) Investigation into construction details such as



area etc.

Topography &

Geography


(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) Confirmation of facility usage during

construction


(2) Investigation of existing documents

Infectious

Diseases such as

HIV/AIDS

(1) Confirmation of current situation of

HIV/AIDS


(2) Hearing survey

Working (1) Confirmation of labor law (1) Investigation into existing documents.

17


Condition

including

Occupational

Safety

(2) Confirmation of current working condition (2) Hearing survey.

Accident

(1) Confirmation of the number of accidents


(1) Hearing survey and investigation into

existing documents



machinery, the number of vehicles and

working area.

1-3-1-6 Result of Environmental and Social Survey


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


Infrastructures and Services


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.


Labor law is established.

Accident There is possibility that third persons are involved in the accident during construction.


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


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.


against air quality.

Low-emission type construction machinery is used and unnecessary idling is not allowed.


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.


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.


against noise & vibration.


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



Traffic on the detours can be handled without congestion because of less traffic volume around

the Project site.


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.


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


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





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


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





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 －


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 －





22


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





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





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





Planning,

Construc-

tion Stage

Operation

Stage

Planning,

Construc-

tion Stage

Operation

Stage


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 －





1-3-1-8 Cost Necessary for Mitigation Measures and Implementation of Mitigation Measures


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.


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.


Contractor/

IDLG IDLG 6,000

7 Offensive Odor Construction machinery is used properly



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


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


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



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.


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.


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.


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


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


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


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


Consensus building

8 28th June 2012

9:00 ～ 10:00

Samarkhel BCDC,

Local Resident 13


Consensus formation

9 3rd July 2012

9:30 ～ 10:00

Char Bagh BCDC,

Local Resident 10


Consensus building

10 3rd July 2012

14:30 ～ 15:15

Sultan por Lower BCDC,

District Principal, Head

of Local Resident

9


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


14 6th August 2012

10：45～11：30 Fateh Adad BCDC 8


15 8th August 2012

9：00～10：00 Char Bagh BCDC 9


Sharing information with CDC and local

resident

16 9th August 2012

9：30～10：30 Hada Akhund BCDC 8


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


19 15th August 2012

10：30～11：30

Samarkel BCDC,

Local Resident 8

Consensus building


20 16th August 2012

9：00～10：00

Saracha BCDC,

Local Resident 11


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)


(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


(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


(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


Budget Planning, Implementation


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

77

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


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>>


2. Study Schedule


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

Appendix 1-1


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


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


4 Tomohiko

NAKAMURA Civil Engineer (1) Katahira & Engineers International

2. Study Schedule

2. Study Schedule (JICA)


・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


・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


6 17-May Thu

Data collection, Selection of projects, outline design, Out sourcing


7 18-May Fri Filing Data collection, Facility Planning, Cost Estimate

8 19-May Sat Data collection, Site observation


9 20-May Sun



10 21-May Mon Data collection Check consensus

building structure


11 22-May Tue Meeting Check consensus

building structure


12 23-May Wed 22:00 NRT⇒+04:15DBX

Site investigationOutsourcing

Check consensus

building structure


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



Estimate

Date

Yoshihisa NODA

Masako SUZUKI

Katsuhisa OTA

Kiyoshi MUKAI

TomohikoNAKAMURA

Hiroyuki IGUCHI

Hiroshi WATANABE

Team Leader /






24 4-Jun Mon Data collection 02:50DBX⇒17:35NRT

Check and instruction on consensus building structure


25 5-Jun Tue 18:20KBL⇒21:00DBX



22:00 NRT⇒+04:15DBX

26 6-Jun Wed 02:50DBX⇒17:35NRT




27 7-Jun Thu Check and instruction on consensus building structure


Data collection, Estimate

28 8-Jun Fri Filling Facility Planning Estimate


29 9-Jun Sat Meeting with UNOPS



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


Data collection ・Design criteria・Design policy



32 12-Jun Tue Report preparation Prioritization

Report preparation Prioritization

18:20KBL⇒21:00DBX




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




35 15-Jun Fri Shortlisting, Meeting preparation





36 16-Jun Sat Shortlisting, Meeting preparation


Data collection Holiday Facility Planning Estimate


37 17-Jun Sun Holiday Holiday Holiday Holiday Holiday Data collection, Estimate

38 18-Jun Mon Shortlisting, Meeting preparation


Check the consensus building structure

Data collection Outline design Facility Planning Estimate


39 19-Jun Tue Shortlisting, Meeting preparation





40 20-Jun Wed Shortlisting, Meeting preparation





41 21-Jun Thu Shortlisting, Meeting preparation




42 22-Jun Fri Shortlisting, Meeting preparation




43 23-Jun Sat Data collection Holiday Facility Planning Estimate


44 24-Jun Sun Data collection Holiday Holiday 18:20KBL⇒21:00DBX

45 25-Jun Mon Data collection Meeting preparation


02:50DBX⇒17:35NRT

46 26-Jun Tue Data collection Meeting preparation


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 /






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


54 4-Jul Wed Outsourcing for water quality


55 5-Jul Thu Outsourcing for water quality


56 6-Jul Fri Report preparation


57 7-Jul Sat Report preparation

Holiday Estimate

58 8-Jul Sun Holiday Holiday Estimate

59 9-Jul Mon Report preparation


60 10-Jul Tue Report preparation


61 11-Jul Wed Report preparation


62 12-Jul Thu Report preparation


63 13-Jul Fri Report preparation


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


Estimate

69 19-Jul Thu Study on Shortlist

Report preparation


Estimate

70 20-Jul Fri Filing Report preparation


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


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 /






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


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,


103 22-Aug Wed Data collection,


Date

Yoshihisa NODA

Masako SUZUKI

Katsuhisa OTA

Kiyoshi MUKAI

TomohikoNAKAMURA

Hiroyuki IGUCHI

Hiroshi WATANABE

Team Leader /






104 23-Aug Thu Data collection,


105 24-Aug Fri Data collection,


106 25-Aug Sat Data collection,


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


report preparation


report preparation


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


report preparation


report preparation

22:00 NRT⇒+04:15DBX


report preparation

12:00DBX⇒ 15:15 KBL ﾌﾞﾘｰﾌｨﾝｸﾞ

130 18-Sep Tue DoD meeting DoD meeting

Date

Yoshihisa NODA

Masako SUZUKI

Katsuhisa OTA

Kiyoshi MUKAI

TomohikoNAKAMURA

Hiroyuki IGUCHI

Hiroshi WATANABE

Team Leader /






131 19-Sep Wed 18:20KBL⇒21:00DBX

Monitoring on survey, Report for C/M

132 20-Sep Thu 02:50DBX⇒17:35NRT


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


136 24-Sep Mon 12:00DBX⇒ 15:15 KBL Briefing


137 25-Sep Tue Meeting on Draft final report


138 26-Sep Wed Data collection Monitoring on survey, Report for C/M

139 27-Sep Thu Meeting with JICA, UNOPS


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


150 8-Oct Mon Filing, data collection


151 9-Oct Tue Filing, data collection


152 10-Oct Wed Filing, data collection


153 11-Oct Thu Filing, data collection


154 12-Oct Fri Holiday Holiday

155 13-Oct Sat Filing, data collection


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 /






157 15-Oct Mon 18:20KBL⇒21:00DBX

02:50DBX⇒17:35NRT

158 16-Oct Tue 02:50DBX⇒17:35NRT



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


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

preparatory survey report on the project for ...open_jicareport.jica.go.jp/pdf/12123451_01.pdf ·...

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