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Resettlement Plan Document stage: Updated Project number: 47254-003 September 2019 BAN: Dhaka Water Supply Network Improvement Project ICB Package 2.8 (DMA: 905, 908, 912 and 913) 2nd Batch Prepared by Dhaka Water Supply and Sewerage Authority, Government of Bangladesh for the Asian Development Bank. This resettlement plan is a document of the borrower. The views expressed herein do not necessarily represent those of ADB's Board of Directors, Management, or staff, and may be preliminary in nature. Your attention is directed to the “terms of use” section of this website. In preparing any country program or strategy, financing any project, or by making any designation of or reference to a particular territory or geographic area in this document, the Asian Development Bank does not intend to make any judgments as to the legal or other status of any territory or area.

Transcript of Resettlement Plan - Asian Development Bank

Page 1: Resettlement Plan - Asian Development Bank

Resettlement Plan Document stage: Updated Project number: 47254-003 September 2019

BAN: Dhaka Water Supply Network Improvement Project – ICB Package 2.8 (DMA: 905, 908, 912 and 913) 2nd Batch Prepared by Dhaka Water Supply and Sewerage Authority, Government of Bangladesh for the Asian Development Bank. This resettlement plan is a document of the borrower. The views expressed herein do not necessarily represent those of ADB's Board of Directors, Management, or staff, and may be preliminary in nature. Your attention is directed to the “terms of use” section of this website. In preparing any country program or strategy, financing any project, or by making any designation of or reference to a particular territory or geographic area in this document, the Asian Development Bank does not intend to make any judgments as to the legal or other status of any territory or area.

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CURRENCY EQUIVALENTS (as of August 27, 2019)

Currency Unit – Tk

Tk1.00 $1.00

= =

$0.0119 Tk 84.49

ABBREVIATIONS

ADB –- Asian Development Bank ARIPA Acquisition and Requisition of Immovable Properties Act ADD Average Daily Demand (water supply) BBS Bangladesh Bureau of Statistics BPL Below Poverty Level CBO Community Based Organization CRO Complaint Receiving Officer

DMA – District Metered Area DMC Development Member Countries DNCC Dhaka North City Corporation DSCC Dhaka South City Corporation DPHE Department of Public Health Engineering DPP Development Project Proforma DTW Deep Tubewell DWASA Dhaka Water Supply and Sewerage Authority DWSNIP Dhaka Water Supply Network Improvement Project EMP – Environmental Management Plan

FGD – Focus Group Discussion

EMP Environmental Management Plan GoB

– Government of Bangladesh

GRC Grievance Redress Cell GRM – Grievance Redress Mechanism HDD Horizontal Directional Drilling HDPE High-Density Polyethylene HEED Health Education and Economic Development ICB International Competitive Bidding IEE Initial Environmental Examination IRP Iron Removal plant IWM Institute of Water Modeling JVC Joint Verification Committee LGD – Local Government Division NGO Nongovernmental Organization NRW Non Revenue Water PDB – Power Development Board PIU – Project implementation unit PMU – Project Management Unit PVAC Property Valuation Advisory Committee PPTA – Project Preparatory Technical Assistance RAC – Resettlement Advisory Committee RAJUK Rajdhani Unnayan Kartripakkha RoW Right of Way SSMR Social Safeguards Monitoring Report SPS – Safeguard Policy Statement

ToR – Terms of Reference UPVC Unplasticized Polyvinyl Chloride

WASA Water Supply and Sewerage Authority

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WEIGHTS AND MEASURES

Km - Kilometer

m2 - Square Meter

Mm - Millimeter

m3 - Micrograms Per Cubic Meter

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CONTENT CURRENCY EQUIVALENTS .............................................................................................................................................. 1 ABBREVIATIONS ................................................................................................................................................................ 1 WEIGHTS AND MEASURES .............................................................................................................................................. 2 CONTENT ............................................................................................................................................................................. 3 EXECUTIVE SUMMARY ..................................................................................................................................................... 4 I. PROJECT DESCRIPTION .......................................................................................................................................... 7 A. INTRODUCTION ......................................................................................................................................................... 7 B. PROPOSED WATER NETWORK COMPONENTS .................................................................................................. 9 TABLE 1: MAJOR COMPONENT OF 4 DMAS UNDER PACKAGE 2.8 ........................................................................ 11 FIGURE 1: PROJECT LOCATION MAP OF ICB 2.8 AMONG ALL ZONES OF DWASA ............................................. 12 FIGURE 2: INDEX MAP OF ICB 2.8 ( 2ND BATCH) IN ZONE-9 .................................................................................... 13 II. SCOPE OF LAND ACQUISITION AND RESETTLEMENT .................................................................................... 14 A. ASSESSMENT METHODOLOGY, SCOPE OF LAND ACQUISITION AND OTHER IMPACTS. ........................ 14 B. INVOLUNTARY RESETTLEMENT AND IMPACT DURING CONSTRUCTION ................................................... 15 TABLE 2: DETAIL INVOLUNTARY RESETTLEMENT IMPACTS IN PACKAGE 2.8 .................................................... 17 TABLE 3: SUMMARY OF VULNERABLE HOUSEHOLDS ............................................................................................ 18 III. SOCIOECONOMIC INFORMATION AND PROFILE OF APS ............................................................................... 19 IV. INFORMATION DISCLOSURE, CONSULTATION, AND PARTICIPATION ......................................................... 21 V. GRIEVANCE REDRESS MECHANISM (GRM) ...................................................................................................... 23 TABLE 4: GRIEVANCE REDRESS PROCEDURES ....................................................................................................... 24 VI. POLICY AND LEGAL FRAMEWORK ..................................................................................................................... 27 VII. ENTITLEMENTS, ASSISTANCE AND BENEFITS ................................................................................................. 28 A. TYPES OF LOSSES AND AFFECTED PERSON CATEGORY ............................................................................. 28 B. PRINCIPLES, LEGAL, AND POLICY COMMITMENTS ......................................................................................... 28 C. ENTITLEMENT .......................................................................................................................................................... 29 TABLE 5: ENTITLEMENT MATRIX ................................................................................................................................. 30 VIII. RELOCATION AND INCOME RESTORATION ....................................................................................................... 31 IX. RESETTLEMENT BUDGET ..................................................................................................................................... 31 TABLE 6: COST FOR RP IMPLEMENTATION AS PER THE IDENTIFIED IMPACTS ................................................ 32 X. INSTITUTIONAL ARRANGEMENTS ...................................................................................................................... 32 TABLE 7: INSTITUTIONAL ROLES AND RESPONSIBILITIES FOR SAFEGUARDS IMPLEMENTATION .............. 33 XI. IMPLEMENTATION SCHEDULE ............................................................................................................................. 34 TABLE 8: IMPLEMENTATION SCHEDULE .................................................................................................................... 34 XII. MONITORING AND REPORTING............................................................................................................................ 35

APPENDIX 1: RECORDS OF PUBLIC CONSULTATIONS ................................................................................................... 36 APPENDIX 2: PHOTOGRAPHS OF FIELD ACTIVITIES, ROADS AT DAY-NIGHT AND APs ON ROADS ............................. 52 APPENDIX 3: SOCIO-ECONOMIC DETAILS OF LIKELY AFFECTED PERSONS .................................................................... 60 APPENDIX 4: DETAILS OF ROAD & PIPE IN ICB 2.8 (DMA: 905, 908, 912 & 913) ...................................................... 67 APPENDIX 5: LOCATION OF DTWS REGENERATED UNDER THE PACKAGE ................................................................ 92 APPENDIX 6: RECORDS OF ROAD CUTTING PERMISSION ........................................................................................... 93 APPENDIX 7: GAZETTE ON MINIMUM WAGE ISSUED BY BANGLADESH GOVERNMENT ................................................ 95 APPENDIX 8: SAMPLE GRIEVANCE REGISTRATION FORM .......................................................................................... 101 APPENDIX 9: MONITORING FORMAT FOR SOCIAL SAFEGUARDS COMPLIANCE ........................................................ 103 APPENDIX 10: DRAFT LEAFLET FOR PROJECT INFORMATION DISCLOSURE................................................................ 104

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EXECUTIVE SUMMARY

1. Dhaka Water Supply Network Improvement Project (DWSNIP) aims to improve provision of sustainable, reliable, and climate-resilient water supply in Dhaka city. It will enhance the distribution network efficiency gains achieved under two previous Asian Development Bank (ADB) financed projects to Dhaka Water Supply and Sewerage Authority (DWASA) for improving service delivery and capacity building.1 DWSNIP impact will be (i) safe drinking water made available for all urban population, which is aligned with the Seventh Five-Year Plan, 2016-2020,2 and (ii) coping with disaster and adapting to climate change and safeguard environment in the National Strategy for Water Supply and Sanitation.3 The outcome will be sustainable provision of more reliable, improved, and climate-resilient water supply in Dhaka city ensured. The outputs will be DWASA’s (i) distribution network strengthened; (ii) sustainable DMA management capacity enhanced; and (iii) capacity for quality service delivery enhanced. 2. DWASA has made consistent efforts in improving distribution network of water supply, including through ADB-financed projects: (i) Dhaka Water Supply Sector Development Program (DWSSDP), which aims to rehabilitate and reinforce water supply systems and build DWASA’s capacity to optimize operational and financial performance; and (ii) Dhaka Environmentally Sustainable Water Supply Project (DESWSP), which aims to develop a new surface water scheme to augment water source and reinforce the distribution network. Under these on-going projects, distribution network improvement (DNI) works have been implemented in seven out of ten zones of Dhaka city by establishing district metered areas (DMAs) and focusing on nonrevenue water (NRW) reduction in each DMA. Commissioned DMAs have achieved uninterrupted 24-hour piped water supply, reduced physical water losses from 40% to less than 15% with the current average of 4.95%,4 assured good quality potable water directly from taps without any other treatment, and authorized or legalized 9,500 connections. A remaining challenge for DWASA is to enhance the efficiency gains throughout its service area and reduce overall physical losses and nonrevenue water, which is still estimated to be about 26%. 3. Project components. Package ICB 2.8 (2nd Batch; DMA: 905, 908, 912 and 913) under DWSNIP will provide water supply in the area of Uttara Model Town (i.e. Sector-4, 5, 6, 8, and 2; Armed Police Battalion), and its nearby area Azampur, Mollar Tec-Dakhin Khan in Dhaka. The project requires rehabilitation of 140 km of water distribution network under DWASA’s Zone-9, a total of 11575 numbers of service connections including installations of meter chamber. The proposed project will be implemented with the District Metered Area (DMA) approach. 4. Selection of DMA. The four DMAs have been selected as 2nd batch due to locations’ importance, as the northern starting part of the mega city Dhaka and all DMAs are located close to each other. About 70% of model and detailed designs of these DMAs have been completed by contractors supported by DMSC.

1 ADB. 2007. Report and Recommendation of the President to the Board of Directors: Proposed Loans and Technical

Assistance Grant to the People’s Republic of Bangladesh for the Dhaka Water Supply Sector Development Program (Loan 2382 and 2383-BAN). Manila; ADB. 2013. Report and Recommendation of the President to the Board of Directors: Proposed Loan and Administration of Loan to the People’s Republic of Bangladesh for the Dhaka Environmentally Sustainable Water Supply Project (Loan 3051-BAN). Manila. These two loans

finance some of feasibility studies of this project. 2 Government of Bangladesh, Planning Commission, Ministry of Planning. 2015. Seventh Five-Year Plan: FY2016-

FY2020. Dhaka. 3 Government of Bangladesh, Policy Support Unit, Local Government Division, Ministry of Local Government, Rural

Development and Cooperatives. 2014. National Strategy for Water Supply and Sanitation. Dhaka.

4 Physical losses in thirty commissioned DMAs range from 1.58% to 14.06% (DWASA estimates).

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5. Updating the Resettlement Plan. In 2015-2016, feasibility team investigated in order to collect data whether IR impact- structures and persons could be affected by the sub-projects in the ICB Package 2.8. The resettlement plan has been updated prior to commencement of the construction work. Census survey has been conducted in all 4 DMAs in order to identify involuntary resettlement impact. Since the construction of pump is being implemented on land that belongs to the Dhaka WASA/Bangladesh government and the pipeline will be laid within the existing Right of Way (RoW). As the impact of the sub-projects would be minimal and no land acquisition will be required, the project has been categorized as Category-B for involuntary resettlement. 6. The laying of about 50% water supply pipeline will be done through the use of trenchless technology and remaining pipeline will be accomplished through the open cut method. The 4 DMAs, 905, 908, 912 and 913 are characterized by high population density, narrow roads, and high traffic congestion at most times of the day. Due to the significant pressure on the transport network in Dhaka, it is foreseen that any open trenching in or near roads, particularly in the larger roads, will be permitted during the night. For this reason and to minimize public disturbance, it is expected that trenchless techniques will be used for replacement and rehabilitation as well as network extension and service connections. In situations where the contractors prefer the traditional trenching technology, the case must be justified and approved by DWASA. IR impact was found in all DMAs 905, 908, 912 and 913, as the areas are not well planned and well maintained by the concerned authorities, there are many well established business houses, markets, educational institutions and hospitals situated in the area. Roads are wider and relatively low traffic in all the DMAs in respect to other part of Dhaka city. Now the RP is updated for 4 those DMAs, named as 2nd batch. 7. Scope of land acquisition and involuntary resettlement impacts. The RP provides an assessment of temporary and permanent impacts. The subproject will not have any land acquisition and the implementation activities will be carried on the available government (i.e. Dhaka North City Corporation) land. As per the assessment made during the transect walk and detailed survey, the subproject during the implementation is likely to have temporary livelihood impacts on mobile vendors in some relatively busy roads and market areas. The field visits to the sub-project areas were made in the months of April and June 2019. The routes visited were based on the model design submitted by the contractor and current alignments were also considered. In case any significant impacts are acknowledged through a quick survey at sub-project locations before starting the civil work – in line with finalized detailed design, the resettlement plan will be updated. Otherwise, this resettlement plan will be considered final. The date of the completion of the survey for the sub-project is June 15, 2019. 8. The resettlement impacts for pipelaying work has been assessed and the issues derived will be mitigated and managed by Dhaka WASA as per the provisions of ADB’s SPS-2009. The RP includes a description and summary of the impact, a social impact assessment of affected areas qualitative/quantitative details on the exact nature, scale and significance of impacts on people live in the area, formal and informal consultations, entitlement and compensation, institutional set up for implementation of RP, schedule of implementation, grievance redress mechanism, budget for implementation of RP and so on. The monitoring of the implementation of RP will be presented in monthly progress report and finally in semi-annual social safeguards monitoring report for enabling to review social safeguards implementation by Dhaka WASA. 9. Involuntary resettlement impact. Census survey has been conducted in all 4 DMAs in order to identify IR impact. During the construction work, the involuntary resettlement impact will be temporary income loss from business of 72 mobile vendors of whom 66 are male and 6 are female. The total population is 327 (Male 159 and Female 168) derived from 72 APs’ families. All

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the 72 APs are involved as small-scale vendors who will move their properties of business easily. The movable characteristic of the business determines that no possibility of structure’s ruin incurring impact. There is also no need of relocation cost as no structure found to be relocated using labor and/or vehicle. No structure irrespective of permanent or semi-permanent will be affected during the construction. All the affected business owners can return to the original sites once the construction is completed. The resettlement cost is based on entitlement matrix agreed for the Project. The affected persons would lose average net daily income of BDT 653. The budgetary provisions for compensation have been made for 7 days for each affected person as per estimated income loss and number of days of disruption, If the actual number of days of disruption is higher, additional compensation will be paid. 10. Mode of payment. Issuing cash cheque by the PMU will be the mode of payment to the APs for having compensation. APs will receive cash from the Bank. Compensation for income loss, in accordance with the eligibility and entitlement, will be paid prior to commencement of civil works. 11. Resettlement budget. The resettlement cost for 4 DMAs (2nd batch) under Package 2.8 is about BDT 397223.20 at the exchange rate of USD as of preparation date of present report is USD 4701.42. The cost included 10% contingency and will be met from Bangladesh government funds. A total of 72 mobile vendors with 2 vulnerable affected persons will be paid for involuntary resettlement impact of income loss from business.

12. Institutional setup. DWASA is the Executing Agency for the project. A Project Management Unit (PMU) has been established in DWASA headed by a Project Director. Under the overall guidance of PMU and two Deputy Project Directors have executed the resettlement plan. The PMU is responsible for implementing and monitoring the activities of safeguards compliance, public relations activities, gender mainstreaming activities, and community participation activities.

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I. PROJECT DESCRIPTION

A. Introduction

13. Project description. The Government of Bangladesh (GOB) has undertaken the project, DWSNIP, with the objective of providing safe drinking water in Dhaka urban areas. The project is being financed jointly by the GOB and Asian Development Bank (ADB), and executed by Dhaka Water Supply and Sewerage Authority (DWASA). A Project Management Unit (PMU) has been formed for DWSNIP under DWASA to supervise and manage the implementation of project activities to ensure timely completion of the project with quality. The implementation procedures of DWSNIP commenced in 22 November 2016 where Design, Management and Supervision (DMS) Consultants started working from March 2018 to assist PMU in managing and implementing the Project. The project cost estimate is BDT 31,824 million (USD 408 million) being funded by Asian Development Bank (ADB) to the extent of USD 275 million (Loan Number: 3397 BAN) and the balance (BDT 10,374 million / USD 133 million) is being financed by the Government of Bangladesh (GOB)5. 14. Dhaka Water Supply Network Improvement Project (DWSNIP) aims to improve provision of sustainable, reliable, and climate-resilient water supply in Dhaka city. It will enhance the distribution network efficiency gains achieved under two previous Asian Development Bank (ADB) financed projects of Dhaka Water Supply and Sewerage Authority (DWASA) for improving service delivery and capacity building.6 15. Enhancing efficiency gains. Development of urban infrastructure in Bangladesh has not kept pace with rapid urbanization. The provision of drinking water in Bangladesh’s capital city Dhaka has been particularly challenging. Dhaka’s population has been growing at 3.6% per annum since 2005, much higher than the national average of 1.1%, leading to increasing demand for drinking water supply.7 DWASA, the water utility for Dhaka, serves 13.5 million people,8 and has made continuous efforts to improve its distribution network, among others, with support of two ADB-financed projects: (i) Dhaka Water Supply Sector Development Program (DWSSDP), which aims to rehabilitate and reinforce water supply systems and build DWASA’s capacity; and (ii) Dhaka Environmentally Sustainable Water Supply Project (DESWSP), which aims to augment surface water source and improve parts of the distribution network (footnote 1). 16. Under the on-going two projects, distribution network improvement works have been implemented in seven out of ten zones of Dhaka city by establishing District Metered Areas (DMAs) and focusing on nonrevenue water reduction in each DMA. Commissioned DMAs show good progress, which record uninterrupted 24-hour piped water supply, reduced physical water losses from 40% to less than 15% with the current average of 4.95%,9 assured good quality potable water directly from taps without any other treatment and authorized or legalized 9,500 connections.

5 Quarterly Progress Report, 2018-Q3, July to September 2018, DMS, DWSNIP, DWASA 6 ADB. 2007. Report and Recommendation of the President to the Board of Directors: Proposed Loans and Technical

Assistance Grant to the People’s Republic of Bangladesh for the Dhaka Water Supply Sector Development Program (Loan 2382 and 2383-BAN). Manila; ADB. 2013. Report and Recommendation of the President to the Board of Directors: Proposed Loan and Administration of Loan to the People’s Republic of Bangladesh for the Dhaka Environmentally Sustainable Water Supply Project (Loan 3051-BAN). Manila. These two loans finance some of feasibility studies of this project.

7 United Nations Department of Economic and Social Affairs. 2015. World Urbanization Prospects: The 2014 Revision. New York.

8 DWASA is a service oriented autonomous commercial organization, entrusted with the responsibility of providing water supply, sewerage disposal, and storm water drainage services to the urban dwellers of Dhaka city.

9 Physical losses in thirty commissioned DMAs range from 1.58% to 14.06% (DWASA estimates).

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17. A remaining challenge for DWASA is to enhance the efficiency gains throughout its service area and reduce overall physical losses and nonrevenue water which is still estimated to be about 26%. In areas not covered by the ongoing projects, water losses remain the major cause of insufficient service delivery. Reduction of water losses will increase water availability for households, thereby reducing households’ use of suction pumps, and underground storage reservoirs. Reduction in nonrevenue water with appropriate tariff level will also generate additional revenues for DWASA to further improve their services. 18. Impacts, outcome, and outputs. The project impact will be (i) safe drinking water made available for all urban population, which is aligned with the Seventh Five-Year Plan, 2016- 2020,10 and (ii) coping with disaster adapting to climate change and safeguarding environment in the National Strategy for Water Supply and Sanitation.11 The outcome will be sustainable provision of more reliable, improved, and climate-resilient water supply in Dhaka city. 19. The outputs will be i) strengthened DWASA’s distribution network; ii) enhanced sustainable DMA management capacity; and (iii) enhanced capacity for quality service delivery.

(i) Output 1: Strengthened DWASA’s distribution network. Further to the ongoing work of two ADB-financed projects12 the proposed project will contribute to improving the distribution network in Dhaka city including (i) new DMAs not financed by the on-going loans in seven zones,13 and (ii) additional financing to complete civil work contracts of DMAs under DWSSDP.14 The project will extend new or regularized connections to low-income communities where they rely on illegal water lines or private vendors and pay higher charges.

(ii) Output 2: Enhanced sustainable DMA management capacity. Managerial and technical capacity of DWASA will be strengthened to sustain nonrevenue water at a low level. The project will assist DWASA in (i) preparing and implementing a sustainable nonrevenue water reduction plan;15 (ii) strengthening monitoring capacity at the zone level with renewed standard operating procedures,16 upgraded training modules, and supervisory control and data acquisition system (SCADA) and piloting automated meter reading; and (iii) enhancing in-house design capacity for sustainable DMA management.

(iii) Output 3: Enhanced capacity for quality service delivery. The project will support DWASA to (i) prepare and implement operational and financial improvement plan through improving the existing 5-year corporate business plan;17 (ii)

10 Government of Bangladesh, Planning Commission, Ministry of Planning. 2015. Seventh Five-Year Plan: FY2016-

FY2020. Dhaka. 11 Government of Bangladesh, Policy Support Unit, Local Government Division, Ministry of Local Government, Rural

Development and Cooperatives. 2014. National Strategy for Water Supply and Sanitation. Dhaka. 12 In two on-going projects, DWASA has been rehabilitating existing water supply network in its five zones (Zone-

3,4,5,8,10) and part of Zone-9 under DWSSDP; and Zone-6 under DESWSP out of ten administrative zones. 13 The proposed project will cover DMAs of seven zones (Zone-1, 2, 3, 4, 7, 9, 10) for serving the improved water to

6.5 million people with rehabilitated and new or regularized 234,000 connections. 14 The estimated cost of ADB’s additional financing portion is $36.9 million due to increased requirements of work and

goods and price escalation. 15 Sustainable NRW reduction plan will include the long-term and annual targets of NRW; optimal DMA based

organizational restructure; incentive mechanism; asset management plan, budget requirement, and training plan. 16 Standard Operating Procedure will include water loss assessment; water balance calculation; leakage

management including pressure management, repairs, and active leakage control; asset management; and smart water management of IT devices.

17 The existing 5-year corporate business plan is comprised of sub-plans such as investment plan, financial plan,

tariff plan and human resource development plan. In addition, the proposed project will include the sustainable

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enhance its capacity for planning, design, construction supervision and project management; (iii) prepare and implement public awareness program for demand control, water conservation, and health and hygiene; (iv) enhance quality of service delivery to low-income communities including slums and informal settlements; (v) prepare and implement water quality monitoring system;

(vi) Implement gender action plan; and

(vii) Enhance project readiness of future investment.18

20. The Resettlement Plan (RP) for Package ICB 2.8 (2nd Batch; DMA: 905, 908, 912 and 913) is based on the partial detailed design. Model and detailed designs of these DMAs have been completed by contractors supported by DMSC19. Compensation and entitlement principles of this RP are based on Bangladesh government’s Acquisition and Requisition of Immovable Property Act, 2017 (ARIPA) and ADB’s Safeguard Policy Statement (SPS), 2009. As the impact of the sub-projects would be minimal and no land acquisition will be required, the project has been categorized as Category-B for involuntary resettlement. B. Proposed Water Network Components 21. Description of the area. The Package ICB 2.8 (2nd Batch; DMA: 905, 908, 912 and 913), covers an area of 4.90 Km2, is situated at the northern part of the mega city of Dhaka, mainly the part of Uttara Model Town. The whole area is bounded by Turag River on the north, Hazrat Shahjalal International Airport on the south, Turag River on the east, Dia Bari area and Uttara Sector 15 on the west. 22. The model town has been developed under the plan of RAJUK, adjacent to the Hazrat Shahjalal International Airport of Dhaka. The area is resided by many businessmen, retired government officials, and different other elite people, many of them are foreign citizens. The model town is still experiencing growth, as people are coming to live there and new buildings are being constructed. Due to these unique features, the location bears importance. Most of the roads are CC and well maintained. There are mosques, educational institutions such as RAJUK College, training centers, buying houses, and other offices with business and commercial importance. Some commercial markets, residential hotels, guest houses and restaurants are situated along the area. 23. Uttara is primarily planned square grid residential suburb, geographically elevated from southern Dhaka saving it from floods, and is divided into several "sectors", as mentioned above.

It can be said that Uttara is far from the congestion and pollution of Dhaka city. 24. DMA 905. The DMA consists of Uttara sector 5 with an area of 0.58 square km and is under DMP Uttara West Thana. It is a planned area, but there are many scopes for further development, as this area is a part of planned area of Uttara model town. This is mostly a residential area with few commercial activities. Roads are planned, and further works are going on for implementation of the plans. 25. DMA 908. The DMA consists of Uttara sector 4,6 and 8 with an area of about 1.62

non-revenue water reduction plan, water quality monitoring plan, and demand management plan in order to address next challenges for improving the quality of service delivery of DWASA.

18 DWASA will engage consultants to prepare future projects mainly for sewerage management. 19 DMS Consultants, DWSNIP, July 2019

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square km and it is under DMP Uttara West Thana. Most of this DMA area is well planned and developed with little scope for expansion in the unplanned area on the west side. Roads are sufficiently wide and well defined. There are four existing pumps in this DMA, which are sufficient. Some water can be exported to DMA 905. 26. DMA 912. The DMA consists of Azampur, Madhya Azampur, South Azampur, Mollar Tec-Dakhin Khan, Gawair, and Dakhin Khan, surrounded by Chalabon Road in northern side, Shahid Latif Road in southern side, rail line at west and Mollapara (DMA 914) at east side with an area of about 1.16 square km and it’s under Uttara West Thana. The area is at out of the Uttara Model Town area, and the development process of the area is going on, mainly with the initiatives of local people. Most of the roads require further development for easing movement of local population. The DWASA is expanding its water supply network to this area for supporting the needs of the people presently living in this area and for the future settlers, as well. There are four existing pumps in this DMA, which are sufficient for existing condition. 27. DMA 913. The DMA consists of Uttara sector 2, and Dakkhinkhan, including areas of Mollartek, Usartek and Aynusbag with an area of about 0.86 square km and situated at Uttara West Thana. The area also bears the same scenarios of the DMA 912. This area also has 4 pump houses which supply water to limited number of connections in the areas mentioned. About 60 % of the roads in the areas needs to be developed further and the township is not well planned. population density is comparatively lower than the adjacent areas of Uttara model town. 28. Sub-project description. Today, a water supply system consists of infrastructure that collects, treats, stores, and distributes water between water sources and consumers. The purpose of distribution system is to deliver water to consumers with appropriate quality, quantity and pressure. Distribution system is used to describe collectively the facilities used to supply water from its source to the point of usage. The DWSNIP will enhance distribution network efficiency for improving service delivery and capacity building to Dhaka Water Supply and Sewerage Authority (DWASA). The output of this project will be (i) Strengthened distribution network; (ii) Enhanced sustainable District Metered Area (DMA) management capacity; and (iii) Enhanced DWASA’s capacity for quality service delivery. 29. DMAs including the rehabilitation and extension of distribution network including survey, design and installation with supplies; up-grading of the existing DTW; service connections plus installations of domestic meters and its chambers, float valves; supply and installations of pipes, valves (regular valves and special valves), water meters (domestic water meters and bulk meters), data-loggers, stop cocks and float valves, etc. For efficient and effective execution, the package will be implemented through a design-built contract, i.e. the civil works contractors will also prepare the detail designs and no new DTW is proposed for installation in these DMAs. The proposed project will be implemented with the District Metered Area (DMA) approach. Detailed layout design and network mapping are developed by the consultants and contractors. 30. The Package 2.8 (2nd Batch; DMA: 905, 908, 912 and 913) is located in Zone-9 of Dhaka WASA. The project requires (i) rehabilitation of 140 km distribution network under Zone 9; (ii) Construction, regeneration of all DTWs;20 (iii) service connections including installations of meter chamber, domestic meters and floating valve; and (iv) installation of valves, bulk

20 The Contractors will be responsible for replacing all fittings from existing tube well head to the delivery main, e.g.

200/250 mm diameter pipe, non-return valve, pressure meter, flow meter, gate valve, washout pipe with valve, air release valve, bends, flange adapter, support, among others as indicated in the detailed design and drawings for production tube wells.

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meters and loggers, etc. For efficient and effective execution, the package will be implemented through a design-built contract, i.e. the civil works contractors will also prepare the detailed designs. However, no new DTW is proposed for installation in these DMAs. The location of the 3 deep tube wells (DTW) that will be replaced and regenerated under the sub-project will not affect users as they will have the water from DTWs in the area. The location of the DTWs are depicted in Figure 1 and Appendix 5. Detailed design and network mapping are not finalized yet by the consultants and contractors. The following Table-1 shows the major components of the 4 DMAs (2nd batch) under ICB 2.8.

Table 1: Major component of 4 DMAs under Package 2.8 Sl

Area Components

Unit Quantity

1. Network Rehabilitation under

ICB-2.8 4 DMAs (905, 908, 912, 913) km 140

2. Area Total area for 4 DMAs Km2 4.90

3. Installation of Pipes and Fittings HDPE (75-400 mm) km 140

4. Household meter Domestic water meter with AMR

provision No. 11575

5. Chlorinator Liquid Chlorine with chlorination

equipment No. 16

6. SCADA SCADA will be implemented in 4 DMAs Nos. 4

Source: DMS Consultants, July 2019

31. Ownership of the roads. The owner of the roads through which the pipes are laid in the DNCC. The contractor has applied for the road cutting permission to the concerned City Corporation and it will be obtained shortly and will be included in next SSMR. In the meantime, the contractor has received permission for the excavation of road / trial pit for conducting detailed design that is attached with translation in Appendix-6. 32. The following Figure 1 and 2 show the sub-project area and location map of DTWs under the Package ICB 2.8, DWSNIP.

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Figure 1: Project Location Map of ICB 2.8 among all Zones of DWASA

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Figure 2: DTW Location Map of ICB 2.8 (2nd Batch) in Zone-9

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II. SCOPE OF LAND ACQUISITION AND RESETTLEMENT

A. Assessment Methodology, Scope of Land Acquisition and Other impacts. 33. The scope of land acquisition and resettlement is identified based on field visits to the proposed network. Preliminary designs of the proposed infrastructures considered the following to reduce land acquisition and resettlement impacts: (i) no need to acquire land for the sub-projects under the Package ICB 2.8; the work will be implemented on government-owned land and/or within existing Right of Way (RoW), (ii) prioritizing rehabilitation over new construction, (iii) avoiding where possible locations that will result in destruction/disturbance to historical and cultural places/values, (iv) avoiding tree-cutting where possible; and (v) ensuring planning and design interventions and decisions are made in consultation with local communities and reflecting inputs from public consultation and disclosure for site selection. 34. The resettlement plan provides an assessment of temporary and permanent impacts. The sub-project will not have any land acquisition and the implementation activities will be carried out the available government (DNCC) land. As per the assessment made during the transect walk and detailed survey, the sub-project during the implementation is likely to have temporary livelihood impacts on mobile vendors in some relatively busy roads and market areas. The field visits to the sub-project areas were made in the months from April to June 2019. The routes visited were based on the model design submitted by the contractors and current alignments were also considered. In case any impacts that varied from the present resettlement plan are identified through a quick survey before the civil work, the resettlement plan will be updated. Alternately, if no additional impacts are identified, this resettlement plan will be final. The date of the completion of the survey for this sub project is June 15, 2019. 35. The temporary resettlement impacts for trenchless work has been assessed that will be mitigated and managed by Dhaka WASA as per the provisions of ADB’s SPS-2009. The RP includes a description and summary of the impact, a social impact assessment of affected areas qualitative/quantitative details on the exact nature, scale and significance of impacts on affected people, informal consultations, entitlement and compensation, institutional set up for implementation of resettlement plan, schedule of implementation, grievance redress mechanism, budget for implementation of resettlement plan etc. The resettlement plan will be presented in monthly progress report and finally in semi-annual social safeguard monitoring report for enabling review of social safeguard implementation by Dhaka WASA. 36. Census of affected persons (APs) and inventory of affected assets. Census survey has been conducted in all 4 DMAs in order to identify involuntary resettlement impact from April to June 2019, following ADB’s SPS 2009 before civil works implementation stage. The areas are Uttara Sector-5 of DMA 905, Uttara Sector-4,6 & 8 of DMA 908, Azampur, Madhya Azampur, South Azampur, Mollar Tec-Dakhin Khan, Gawair, and Dakkhin Khan of DMA 912 and Uttara sector 2 (Armed Police Battalion) and Dakkhinkhan, Mollartek, Usartek, and Aynusbag of DMA 913, covering a total area of 4.9 Sq. Km. Summary of census result is depicted in the next section of ‘Socio-Economic Information and Profile of Affected Persons’. 37. Data analysis and interpretation. Results of the census were analyzed to determine the scale of involuntary resettlement impacts,21 estimated cost for mitigating the involuntary

21 (i) A census of all affected persons with basic demographic and socioeconomic data, such as household size, age,

gender (especially of the head of household), ethnicity, occupation, household income, and vulnerability; (ii) an inventory of all affected assets located within the designated alignment of the project facilities.

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resettlement impacts and to establish the resettlement database to be used during project monitoring and supervision.

B. Involuntary Resettlement and Impact during Construction 38. The Resettlement Plan was prepared during 2015-2016 for Zone 9 under ICB 2.8. Now the RP has been updated for the 2nd Batch of ICB Package 2.8 that is comprised of 4 DMAs; 905, 908, 912 and 913. All the water pipeline installations will take place in the RoW (right of way) and along existing pipe lines of DWASA. No private land acquisitions are anticipated and there is sufficient space to meet the requirements for implementation of the sub-project ICB 2.8. Rehabilitation of 140 km of water distribution network and 11575 numbers of service connections will take place under the project. No new DTW is proposed for installation in these DMAs. 39. The 4 DMAs are characterized by medium population density, planned roads and housing facilities, wider roads and relatively low traffic in the DMAs with respect to other parts of Dhaka city at most times of the day. Due to the importance of the transport network in Dhaka, it is foreseen that any open trenching in or near roads, particularly in the larger roads, will be permitted during the night (Appendix 2 some pictures of roads at night). For this reason and to minimize public disturbance, it is expected that trenchless techniques22 will be used for replacement and rehabilitation as well as network extension. In situations where the contractors prefer the traditional trenching technology,23 the case must be justified and approved by DWASA. 40. The network improvement works will involve the pipe works in the streets of Dhaka city, which houses very large numbers of schools, hospitals, shops, businesses, industries, and other economic activities. As the network is located in roadways, people and activities will undoubtedly be disturbed during the construction period. The installation of distribution pipes and reticulation pipes will start from September 01, 201924. Mitigation measures against temporary disturbance for pedestrians and movement of vehicles to be addressed in the site specific EMP to be implemented by the contractors which would be closely supervised by the DWASA officials and DMS consultants. Appendix 4 shows details of road wise pipe length, diameter, trench width (open cut) and pipe laying method whether it is open cut or trenchless25. These would be finalized soon in line with finalization of detailed design. Site specific EMP will also address the management and mitigation measures. 41. Since closures of all nearby roads are not expected during pipe laying work, it might be needed to halt movement of pedestrians and vehicles during the pipeline installation in relatively narrower roads. There are several roads in a locality. While a narrow road is in full closure, there are other roads which should be used. The contractors will address the issue and redress the grievances. They will also provide a traffic management plan and signages to guide road users on alternate routes available. Placing yellow caution tape where required, showing signboard and side safety post for safe movement as well as using alternative roads, deploying persons for helping vehicles and pedestrians regarding safety messages are means for mitigating the

22 This involves the use of horizontal direction drilling (HDD) which involves a hydraulic machinery to drill a horizontal

tunnel for a new pipe or to insert a flexible plastic lining inside an existing pipe, so no trenches are dug, and excavation is limited to the entry and exit points.

23 The size of trenches will depend on the diameter of the pipe, but most will be 0.3 to 0.7 m in width and 1.4 to 1.8 m deep.

24 Data received from the CME ICB-02.8, DMS Consultant, DWSNIP, DWASA, June 2019. 25 DMS Consultants, DWSNIP, June 2019.

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problem. Access, especially emergency access will be maintained carefully following the details site specific EMP during construction especially because the pipe work will take place near sensitive receptors like schools, hospitals etc. leaving spaces for access between mounds of soil, providing walkways and metal sheets to maintain access across trenches for people and vehicles where required, bamboo/pipe/steal sheet for land sliding; steel sheet for trench crossing; side safety post, yellow caution tape for person/vehicles that might fall into trenches; the trenches for the pipe laying is hardly 1.5 m below from existing ground level, so there is no structural risk of building or other infrastructures; increased workforces to finish work in areas with impacts on access; determining timing of works to reduce disruption during business hours; phased construction schedule and working one segment at a time and one side of the road at a time to ensure that there is no income or disruption to access required places during sub-project construction. Appendix 2 shows the roads at day and night of 4 DMA in ICB 2.8. 42. Access, especially emergency access will be maintained carefully following the details site specific EMP during construction if the pipe work is near sensitive receptors. Some precautions are as follow: bamboo/ pipe/ steal sheet for land sliding; steel sheet for trench crossing; side safety post for person/ vehicles that might fall into trenches; the trenches for the pipe laying is hardly 1.5 m below from existing ground level, so there is no structural risk of building or other infrastructures. 43. PMU officials, consultants, contractors and NGO will organize meetings with stakeholders; hanging notice at PCU, DMS, contractor and NGO’s site offices, and doing miking (public announcement using loud speaker) to inform when pipe laying work will start and end. Residents and businesses along the sub-project sites will be informed about temporary impacts such as increased noise, vibration, dust and restriction of vehicles movement during pipe laying activities. 44. There can be economic impacts however if roads have to be closed for short periods and customers are unable to gain access to shops, or if trenches are constructed near the sides of roads, and customers are impeded by the presence of trenches, excavated materials, workers and machinery. Although resulting losses in income will be small and short-lived, they can still be significant for street vendors. With the sub-project implementation, it is anticipated that there will be temporary livelihood impacts on street vendors; however, all affected persons/business will be compensated. 45. Pit locations and its impacts. Detailed design of the 4 DMAs has been finalized. However, it is revealed with the discussion of engineers and contractors that the pit locations are not included in detailed design but there are some technical specification and guidelines about pit that will be incorporated in the detailed design which will be followed during construction. Impacts will be assessed and mitigated during construction period that will be closely supervised by DMSCs. In case any impacts that varied from the present resettlement plan are identified immediate before the civil work, the resettlement plan might be updated. Alternately, if no additional impacts are identified, this resettlement plan will be final. Alternately, if no additional impacts are identified, this resettlement plan will be final. 46. Impact on street vendors. All affected people are using government's land or Right of Way to run their business or livelihood. Census survey has been conducted in all 4 DMAs in order to identify IR impact. At all the 4 DMAs - 905, 908, 912 and 913, there are likely to be temporary livelihood impacts on street vendors. During the construction work, the IR impact will be income loss from business of 72 street vendors of whom 66 are male and 6 are female. The total population is 327 (Male 159 and Female 168) derived from 72 APs’ families. All the persons who are involved as small-scale vendors will move their properties of business easily. The

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movable characteristic of the business determines that no possibility of structure’s ruin incurring impact. There is also no need of relocation cost as no structure found to be relocated using labor and/or vehicle. No structure irrespective of permanent or semi-permanent will be affected during the construction. All the affected business owners can return to the original sites once the construction is completed. Loss of employment/workdays (in the case of wage earners) owing to dislocation and relocation has not been found. Appendix 2 shows the affected persons doing business on the roads of 4 DMA in ICB 2.8. 47. Considering installation of pipe lines through open-cut method, about 7 days will be needed for a vendor to relocate his previous place for operating business. Methods of pipe bursting and HDD for pipe laying will be needed less then period comparison to open cut26. As per the assessment made during the detailed census, the sub-project during the implementation is likely to have temporary livelihood impacts on street vendors in some relatively busy roads and market areas. Total affected persons are found to be 72 (Male 66, Female 6) whose average daily net income was BDT 653. Affected persons will be compensated for their actual income loss disruption of 7 days. These vendors as affected persons can return to their original sites after the construction.27 Table 2, below, describes the involuntary resettlement impacts identified during the assessment of the package.

Table 2: Detail Involuntary Resettlement Impacts in Package 2.8 Sl Area Affected Persons

Temporary Economic Impacts &

Average daily income

Remarks

1 DMA:905 Uttara Sector-5

No AP found – 15 Male:13, Female: 2 No. of affected HH

members: 70 (Male-35, Female- 35); Children-28

Income loss for 7 days of each affected person

(Average daily income BDT approx. 633)

Tiny movable shop; pots,

wooden plates, rickshaw van - those will not be damaged that won’t be

ruin, thus,

compensation is not required

2 DMA: 908 Uttara Sector-4,6 & 8

No AP found – 4 Male:3, Female: 1 No. of affected HH

Members: 19 (Male-11, Female- 8); Children- 9

Income loss for 7 days of each affected person

(Average daily income BDT 650)

3 DMA-912 Azampur, Mollar Tec-

Dakhin Khan, Gawair, and Dakkhin Khan

No AP found – 32 Male:30, Female:2 No. of affected HH

Members: 152 (Male-67, Female-85); Children- 63

Income loss for 7 days of each affected person

(Average daily income BDT approx. 644)

4 DMA-913 Uttara sector- 2 (Armed Police Battalion) , and

Dakkhinkhan, Mollartek, Usartek, and Aynusbag

No AP found – 21 Male:20, Female: 1 No. of affected HH

members: 86 (Male-46, Female-40); Children-31

Income loss for 7 days of each affected person

(Average daily income BDT approx. 686)

26 Details of the methods open cut, PB and HDD, applicable in which roads will have the detailed design that is not

finalised yet. 27 Temporary livelihood involuntary resettlement impact – considered when affected person (can be mobile

hawkers/vendors) is required to move to alternative locations during the construction phase and allowed to return once construction in the area is declared complete.

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Sl Area Affected Persons

Temporary Economic Impacts &

Average daily income

Remarks

Total HH members in 4 DMAs

- Total affected HHs: 72 (Male:66, Female:6)

- Total HH members: 327 (Male-159, Female- 168);

Children-131

- - Total vulnerable HHs: 2, Total HH members of vulnerable HHs

7 (Male-2, Female- 5)

Average daily

income of all

DMAs is BDT

653

(USD 7.73)

48. APs with vulnerability. The census and socio-economic survey undertaken by resettlement NGO, revealed that 2 affected persons out of 72 (2.8%) of the temporarily affected person are found vulnerable considering their age. Both the affected person’s age is more than 65 years, and both has physical weakness, and no other family members have incomes. Both are running small scale vegetable business, facing different types of hardships in maintaining family lives and managing costs of their children’s education from the incomes of their small businesses. Details are being presented in following Table 3 and the next parts.

Table 3: Summary of Vulnerable Households

Sl. Types of BPL/Vulnerability 28 No. of affected HH No. of HH family members

DMAs: 912 & 913

1. Elderly Persons 2 (record No.17 of DMA 912 & No. 17 of DMA 913)

1. Md Asme, age 66

2. Md Jamal Mia, Age 70

7 members (Male 2 and Female 5 with 4 children) M 1 + F 3 Ch 3 1 + F 2 Ch 1

1 type of vulnerability 2 HHs 7 family members (Male 2 and Female 5)

28 This RP considers elderly people (The eligibility will follow the Department of Social Service of Ministry of Social Welfare that uses 65 years old for man and 62 years old for woman to define elderly people), woman headed households, physical or mental disability and tribal people/ethnic minorities are considered as vulnerable and entitle to additional assistance (two-times of monthly minimum wage). In terms of BPL in Dhaka urban areas, this RP calculates the upper poverty line from the 2016 upper poverty line determined by the Bangladesh Bureau of Statistics (BBS), with inflation rate added at 5.5% per annum as of February 2019 (Source: Economic trends Bangladesh Bank, Published by Research Department of Bangladesh Bank; as of February 2019, available at https://www.bb.org.bd/econdata/inflation.php). The upper poverty line for the year 2016 for Dhaka Urban is BDT 2,657 (source: Preliminary Report on Household Income and Expenditure Survey 2016, Appendix-3, published on October 2017 by Statistics and Information Division, BBS, available at http://catalog.ihsn.org/index.php/catalog/7399). Thus, 2016-2017 BPL for Dhaka Urban is 2803.14 per capita/month. As such the per capita average monthly income under BPL stands at BDT 13,511.11 {2803.14 ×4.82 (Household size) =13,511}.

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49. Md. Jamal Mia of age 70 years, runs his vegetable business on a rickshaw van29, at Ashkona Medical Road of Dokkhin Khan in DMA 913 area. He and his wife Rashida Begum (60), along with his daughter (14) live at a rented house near the place of his business. None of their other sons or daughters live with them. He sells vegetable, throughout the day and at evening at that place. He has so far been invested a total of Tk 20000 in his business. With some physical troubles, he runs the business of selling vegetable. His daughter goes to school studied at secondary level. For the living and bearing the costs of education he runs his business, where he earns from Tk 500 to 800, with an average of Tk 700 only. Considering his age (70 years) and health condition, family needs, etc. he has been selected as a vulnerable AP.

50. Md. Asme of age 64 years, runs his vegetable business on a rickshaw van, at Near Khalek School in DMA 912 area. He and 3 of his daughters – Tohura (12), Shathi (14) and Rupa (10) live at a rented house near the place of his business. He sells vegetable, throughout the day and at evening, every day at that place. His investment in his small business is Tk 5600. He runs the business of selling vegetable. All his 3 daughters go to school who studied at secondary levels. He cannot move easily, due to his age and weak physical condition. For the living and for bearing the costs of education of his daughters, he runs his business, where he earns an average of Tk 700 only. Considering his age (64 years) and the physical condition, family needs, his daughter’s education etc. he has been selected as a vulnerable AP.

III. SOCIOECONOMIC INFORMATION AND PROFILE OF APs

51. Rehabilitation of 140 km of water distribution network will take place on the existing roads under the project. The 4 DMAs are characterized by medium population density, planned roads and housing facilities, wider roads and relatively low traffic in the DMAs with respect to other parts of Dhaka city at most times of the day. Census survey did not identify impact on household structures in the project locations. Through the census undertaken in 4 DMAs revealed that neither female-headed households nor households with elderly members were identified in the project location. A total of two (2) APs have been identified as ‘vulnerable’ on their age status. No indigenous people/ small ethnic communities are located in the project locations. This has been verified in consultation with the community and survey conducted by NGO. 52. Although there is no female-headed household in the 4 DMAs, any negative impacts on

29 Rickshaw van is a tricycle vehicle have a flat bed of wooden bars resting on the axle over the rear pair of wheels and

they carry goods in small lots, by and large, instead of passenger.

Md. Asme, Muktijoddha Soroni in DMA 912

Md. Jamal Mia, with his shop at Ashkona Medical

Road, Dokkhin Khan in DMA 913

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them will be considered on a case-by-case basis and, where eligible, the livelihood assistance will be provided to these households on a priority basis. However, a Gender Action Plan (GAP) is under process of development for DWSNIP to ensure gender equality and social inclusion. The GAP will provide for activities to include active participation of females in decision making capacity in DWASA. Women-headed households are considered as vulnerable group as per EM of this RP. Any negative impacts of a sub-project on female-headed households will be treated on a priority basis. Women's focus group discussions will be conducted to address specific women's issues. During disbursement of compensation and provision of assistance, priority will be given to female-headed households. And (iii) increasing women-friendly service delivery including the poor and the marginalized. The female HH will receive preferential selection for the project related work (skilled or unskilled). 53. Most of the affected persons are living in the project locations for years and have family members who rely on their income. They are moderately successful in street business. The construction work of the project will affect their small business outlet and they will temporarily lose their income. However, all affected persons (100%) expressed their strong willingness to continue with their business in the same area after construction work is completed. 54. The census has gathered socio-economic characteristics of the affected 72 mobile vendors of whom 66 are male and 6 are female. They are selling different types of products and services in temporary as well as movable shops on the RoW. The total population is 327 (Male 159 and Female 168) derived from 72 APs’ families. The average family size is 4.54. There are 131 children, of age less than 18 years, in the families of APs. Among them 20 are of age under 5 years and 111 are in the age range from 6 to 18 years. 55. The average age of affected persons is 42.6 years. Majority of affected persons ages fall in the range of 30-49 years (65.3 %), when 31.9 % are in the range of 50-65 years, and 2 old persons are above 65 years old (2.8 %) are involved in the business on RoW, have been identified as vulnerable persons. 56. According to the survey, 15.2 % (21) of the APs are illiterate, can’t read or write and two third have some education. 18 % (25) of affected persons have started formal education, but not completed the level of primary (grade 5) and 17.3 % (24) APs are reported that they completed the primary level (grade 5) of education. Two affected persons (1.4 %) have completed education of secondary level. 57. The major businesses of the affected persons are found vegetable business (55 %), others major businesses are Tea stall (8.3%), poultry selling (8.3%), shoe repairing (8.3%). fish selling (7 %) and cigarette/betel leaf selling (4.2 %). Other businesses the affected persons are involved in are fruit selling (1) and Tailoring (1). Rest (5.6%) of the affected persons are engaged in selling stationeries and different types of daily necessities. The average investment of affected persons, in their businesses is BDT 9939. Majority of the affected persons (64.2%) have investments less than BDT 10000, and the rest (35.8%) have investments higher than BDT 10000. 58. Daily income. Average daily incomes of affected persons are BDT 653. All affected persons (1000 %) have their daily income less than BDT 1000, among whom 43 % have daily income less than BDT 500. All (100 %) of the affected persons will face daily income loss from the development works to be implemented by the project. Details of each affected person, showing the type of loss, photos and related information are attached in Appendix-3.

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IV. INFORMATION DISCLOSURE, CONSULTATION, AND PARTICIPATION

59. Public participation and community consultation have been taken up as an integral part of the project’s social and environmental assessment process. Consultation was used as a tool to inform and educate stakeholders about the project. The participatory process helped in involving the local people in project activities. Initial public consultation has been carried out in the project areas by Dhaka WASA with the objectives of minimizing probable adverse impacts of the project as well as alternate design solutions. Consultations were held during project preparation stage with project beneficiaries, elected representatives of the local body and officials of the Dhaka WASA in order to inform stakeholders about the project and accelerate implementation of the project. 60. The extent and level of involvement of stakeholders at various stages of the project from design to throughout implementation will open up the line of communication between the various stakeholders and the project implementing authorities, thereby aiding the process of resolving conflicts at early stages of the project rather than letting it escalate into conflicts resulting in implementation delays and cost overrun. Participation of the local community in decision- making will help in mitigating adverse impacts. Further, successful implementation of the RP is directly related to the degree of continuing involvement of those affected by the sub-project. Resettlement NGO, SAMAHAR, is responsible for conducting consultations with affected persons. 61. The proposed consultation plan will include the following. i) In case of any change in the distribution pipe line alignments, the APs and other stakeholders will be consulted regarding the factors that necessitated the change, efforts taken to minimize resettlement impacts and mitigation measures available in accordance with the principles of the RP. ii) SAMAHAR will carry out information dissemination sessions in the project area and solicit the help of the local Ward Councillors of DNCC/community leaders. iii) During the implementation of RP, PMU will organize public meetings, and will apprise the communities of the progress in the implementation of project works. 62. In course of developing the RP for 4 DMAs of ICB 2.8, intensive field visit, census survey, and some formal (5 meetings) and informal meetings with stakeholders were conducted from April 25, to June 15, 2019. Public consultation meetings were done in following way (a) Walk-through informal group consultations were held in the project area; (b) The local communities were informed through public consultation on project interventions, including its benefits; (c) The environmental concerns and suggestions made by the participants were listed, discussed, and suggestions accordingly incorporated in the EMP; and (d) Various forms of informal public consultations (consultation through ad-hoc discussion-site) have been used to discuss the project activities. 63. SAMAHAR has conducted 5 consultation meetings during the upgradation of this RP. Local Leaders, Inhabitants, House Wives, Guardians, Teachers, Retired Govt. Officials, and Civil Society Representatives were participated in the meetings. A total of 158 participants attended in these meetings of whom 48 participants are male, and 110 participants are female. The local communities have unanimously been welcoming the project, and responded that they would provide all-out cooperation to the project activities. Nobody is found against the project. Details of the consultation meetings including attendance and photographs are depicted in Appendix-1.

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64. Census survey including socio-economic survey has also been conducted in all 4 DMAs in order to identify IR impact. Project components and its benefits, impacts and resettlement issues were discussed and opinions were exchanged with the community and affected persons. Majority of the participants in the discussions with the affected people demanded compensation for their loss. In most of the cases, the routes along the main roads are free from impacts. Vendors in the smaller lanes in the interior will mostly be affected. The following photographs show the interview taken from APs. Most of the vendors have been small businesses in this place and depend on the surrounding community for their livelihood. Local community gets their day to day needs, household shopping (vegetable, fish, etc.), snacks, food, tea and other services from these local vendors. The summarized socio-economic survey result is attached in Appendix-3. 65. There is great enthusiasm in the community about the proposed line in this area. Many local and affected persons that it is essential for the community to have supply of safe water, even if it means their businesses have to be closed down during the construction period. Demand for a new line with fresh water is very high. People have experienced a lot of physical and emotional/relational sufferings in the way they collect water from the other areas/pumps. It costs them a lot in terms of both time and effort. 66. Relevant resettlement information (summary of the RP) translated in local language (Bengali) will have to be provided at accessible places in a timely manner. The updated RP will be made available at PMU, Dhaka WASA and PCU offices. The RP will also be disclosed on websites of Dhaka WASA, PMU and ADB. Information dissemination and consultation will continue throughout the implementation of the project activities. 67. The program on public consultation and disclosure with all interested and affected parties will continue throughout the project implementation, and shall include: (i) Consultations during

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construction phase: public and small-scale meeting with affected communities will be conducted to discuss project activities, construction works, schedule to reduce disturbance and other impacts and various social issues that may occur when construction starts. (ii) Project disclosure: (a) public information campaigns (leaflet distribution to the communities; the Appendix 10 shows the leaflet in Bangla and draft project information disclosure) to the wider city population and preparing them for disruptions they may experience once construction is underway (b) public disclosure meetings at key project stages to inform the public of progress and future plans and to provide copies of summary documents in local language (c) formal disclosure of project progress reports and documents in the project websites in local language. 68. Involvement of NGO, CBOs and women’s organizations. The NGOs and Community Based Organization (CBOs) representing women at different levels are actively involved in the project interventions in particular to the resettlement activities. Role of SAMAHAR will include: (a) organizing and implementing consultation and disclosure activities described above, and the various awareness raising campaigns; (b) distributing leaflets and other education materials among the city dwellers (c) implementing Resettlement Plans in each hydraulic Zone and distributing entitlements; (d) organizing training for DWASA staff (including Environment and Resettlement Cells and affected communities; (e) assisting PMU and PCUs with other technical tasks for example conducting some of the resident surveys for the Environmental Management Plan, where an established relationship with the communities is essential; (f) ensuring that views of women and vulnerable groups are equally represented in project committees and other decision making bodies.

V. GRIEVANCE REDRESS MECHANISM (GRM)

69. A project-specific Grievance Redress Mechanism (GRM) has been established to receive, evaluate, and facilitate the concerns, complaints, and grievances about the social safeguards’ performance as well as related to construction work. The GRM for the project is given time-bound schedules and with responsible persons identified to address grievances and seek appropriate persons’ advice at each stage, as required. To ensure impartiality and transparency, hearings on complaints have been remained open to the public. The GRCs are to record the details of the complaints and their resolution in a register, including intake details, resolution process and the closing procedures. PCUs have maintained Grievance Registers. (Appendix 8 English and Bengali grievance registers form). 70. Grievances/suggestions of affected persons can be dropped in suggestion boxes or conveyed through phone or mail. Affected Persons will also be able to register grievances – social, environmental or others issues personally at Complaint Cell of DWASA head quarter (PMU) and Zonal offices (PCU) of DWASA. The concern designated official will be able to correctly interpret/record verbal grievances of non-literate persons and those received over telephone. The Complaint Cell will also serve as public information centers, where - apart from grievance registration, information on the Project, subprojects, social and environmental safeguards can be provided. 71. Periodic community meetings with affected communities to understand their concerns and help them through the process of grievance redress (including translation from local dialect/language, recording and registering grievances of non-literate affected persons and explaining the process of grievance redress) will be conducted if required. Grievances received and responses provided will be documented and reported back to the affected persons. The number of grievances recorded and resolved and the outcomes will be displayed/disclosed in the offices of the different Zonal office of DWASA and web.

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72. PMU will periodically review the functioning of the GRM and effectiveness of the mechanism, especially on the Project’s ability to prevent and address grievances. All costs involved in resolving the complaints (meetings, consultations, communication and reporting/information dissemination) will be borne by PMU. 73. DWASA-wide public awareness campaigns will ensure that awareness on grievance redress procedures is generated through the campaign. The designated safeguard focal person of DWASA safeguard Implementation Unit (SIU) and concerned staff of the project DWSNIP will conduct wide awareness campaigns to ensure that poor and vulnerable households are made aware of grievance redress procedures and entitlements, and will work with the PMU to help ensure that their grievances are addressed. 74. Affected persons will have the flexibility of conveying grievances/suggestions by dropping grievance redress/suggestion forms in complaints / suggestion boxes that have already been installed by project or through telephone hotlines at accessible locations, by e-mail, by post, or by writing in a complaint register in the project office. 75. Grievance redress process. In case of grievances that are immediate and urgent in the perception of the complainant, the contractor and DWSNIP on-site personnel will provide the most easily accessible or first level of contact for quick resolution of grievances. Contact phone numbers and names of the concerned PMU safeguard focal person and contractors will be posted at all construction sites at visible locations. 76. Grievance Redress Committees (GRCs) were established to ensure stakeholders’ participation in the implementation process. Through public consultations, the affected persons will be informed that they have a right to grievance redress from DWASA. The affected persons can also call upon the resettlement NGO to assist them in presenting their grievances or queries to the GRC. Other than disputes relating to ownership right and award of compensation by the deputy commissioner under the court of law, GRCs have reviewed grievances involving all resettlement assistances, relocation, and other supports. Grievances will be redressed within 35 days from the date of lodging the complaints. 77. The GRCs will be activated during RP implementation to allow affected persons sufficient time to lodge complaints and safeguard their recognized interests. Where land acquisition will not be involved but relocation of structures or vacating land for cultivation will be required, the GRCs will facilitate resolution of complaints regarding categorization of vulnerable affected persons, types of structures, and eligibility for compensation and assistance within the set guidelines and provisions of the resettlement plan. 78. To ensure access and fast response to any project-related grievances from the affected people and communities, contact numbers and names of focal persons in the DWASA PMU/SIU responsible for any complaints and grievances will be posted in public areas, contractor’s field offices, and NGO field offices. Procedures of resolving grievances are described in Table 4 below.

Table 4: Grievance Redress Procedures Step 1 In case of any grievances, the complainant approaches the NGO field level officials for

clarification, or submits any formal complaints. The NGO will provide clarification to the affected persons and try to resolve the problem at the local level with the involvement of the SIU social safeguards officer. If not resolved, next steps to be followed.

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Step 2 The NGO will recommend that the affected persons submit their complaints to the GRC. NGO staff assists the affected persons filing the complaints and organizes hearing within 14 days of receiving the complaints.

Step 3 GRC to scrutinize applications, to determine whether the submitted cases are within their mandate. If the case is within the GRC mandate and not related to compensation under GOB law, GRC will hold sessions with aggrieved affected persons, minutes recorded. The GRC will provide recommendation for Project Director for review and approval.

Step 4 The GRC minutes, approved by the project director, will be received at the conveners’ office. The approved verdict is communicated to the complainant affected person in writing. The affected person may accept GRC decision; if not, he/she may file a case in the court of law for further appeal.

79. The flow chart of GRM is in Figure 3 as follows:

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Figure 3: The Flow Chart of Grievance Redress Mechanism

80. In the event that the established GRM is not in a position to resolve the issue, the affected person also can use the ADB Accountability Mechanism (AM) through directly contacting (in writing) the Complaint Receiving Officer (CRO) at ADB headquarters or the ADB Bangladesh Resident Mission (BRM). The complaint can be submitted in any of the official languages of ADB’s DMCs. The ADB Accountability Mechanism information will be included in the PID to be distributed to the affected communities, as part of the project GRM.

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81. Record keeping. Records of all grievances received, including contact details of complainant, date the complaint was received, nature of grievance, agreed corrective actions and the date these were affected and final outcome will be kept by PMU. The number of grievances recorded and resolved and the outcomes will be displayed/disclosed in the PMU office, and on the web, as well as reported in monitoring reports submitted to ADB on a semi- annual basis. 82. Review and documentation of lessons learned. The PMU safeguard officer will review the functioning of the GRM in each district level and record information on the effectiveness of the mechanism, especially on the project’s ability to prevent and address grievances. 83. GRM costs. All costs involved in resolving the complaints (meetings, consultations, communication and reporting/information dissemination) will be borne by the concerned PMU at Central level; while costs related to escalated grievances will be met by the PMU. 84. A sample Grievance Form in English and Bangla are attached in Appendix 8. These will be filled by PMU safeguard officer or NGO staff in charge for GRM monitoring and record keeping.

VI. POLICY AND LEGAL FRAMEWORK

85. Safeguards policy statement, 2009. ADB’s SPS, 2009 applies to all ADB-financed and/or ADB-administered sovereign projects and their components, regardless of the source of financing, including investment projects funded by a loan, a grant, or other means. 86. ADB SPS also applies when the land acquisition process has begun or been completed and/or population has already been moved in anticipation of ADB support. Involuntary resettlement actions in anticipation of ADB support generally refer to actions that preceded ADB support. In such cases ADB’s due diligence will identify if there are any outstanding grievance or resettlement actions in noncompliance with ADB SPS requirements. If such outstanding issues are identified, ADB will work with DWASA and PMU to ensure appropriate mitigation measures are developed and implemented with an agreed timeline. It is also important for ADB’s due diligence to assess potential risks associated with the project, even if the government’s previous resettlement actions are not done in anticipation of ADB support. 87. Laws and policies of Government of Bangladesh. The Acquisition and Requisition of Immovable Property Act (ARIPA), 2017 and its subsequent amendments in 1993 and 1994 are the applicable Government of Bangladesh legal and policy framework. ARIPA does not cover non-titleholders, such as encroachers, informal settler/squatters, occupiers, and informal tenants and leaseholders without documents. ARIPA also does not provide for replacement cost of the property acquired, and has no provision for resettlement assistance for restoration of livelihoods of displaced persons, except for legal compensation for land and structure. Further, in a majority of the cases, the compensation paid does not constitute market or replacement cost of the property acquired.

88. This RP and entitlement matrix therein represent a uniform document agreed upon by both the Government of Bangladesh and ADB to ensure compliance with their respective rules and policies.

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VII. ENTITLEMENTS, ASSISTANCE AND BENEFITS

A. Types of Losses and Affected Person Category

89. The types of losses – permanent or temporary, total or partial due to the project include (i) loss of income from business; and (ii) interruption of access from residence to working place and trading. 90. According to ADB’s SPS, 2009, the context of involuntary resettlement, affected persons are those who are physically relocated, or lose residential land, or shelter and/or economically displaced (with loss of structure, assets, access to assets, income sources, or means of livelihood). The absence of formal and legal title to the land should not prevent the affected person to receive compensation and resettlement assistance from the project. 91. The following categories of affected persons are likely to be impacted due to the implementation of the project:

(i) Affected persons losing income or livelihoods – affected persons whose business as source of income, or livelihood are affected temporarily who are entitled in the RP to be compensated. There are no (a) loss of working days/wage incomes (for employees), (b) loss of temporary structure and (c) assistance for shifting of structure will be needed to be compensate, thus they are not entitled in the RP.

(ii) Vulnerable affected persons – affected persons are defined as poor (BPL)30, disabled, landless or without title to land, female-headed households, elderly, vulnerable tribes, physical or mental disability minor races, ethnic sects and communities.31

B. Principles, Legal, and Policy Commitments

92. The RP upgradation has the following specific principles based on ARIPA-2017 and ADB SPS, 2009:

a. Land acquisition and resettlement impacts on persons displaced by the project would be avoided or minimized as much as possible through alternate design/engineering options;

b. where the negative impacts are unavoidable, the persons displaced by the project and vulnerable groups will be identified and assisted in improving or regaining their standard of living, special attention will be given to the vulnerable groups to ensure that their living standard will be improved;

c. information related to the preparation and implementation of this RP will be disclosed to all stakeholders in a form and language understandable to them; and people’s participation will be ensured in planning and implementation;

d. displaced persons who do not own land or other properties, but have economic interests or lose their livelihoods, will be assisted as per principles described in the

30 According to the Minimum Wage Board of Bangladesh Government, there is no specific Minimum Wage Act for

applicable in all sector in Bangladesh. The Minimum Wage for this project is the minimum wage for workers in the garment industry in Bangladesh which is Tk 8,000 per month. This Minimum Wage is taken from the gazette issued by the Ministry of Labor and Employment, Government of the People’s Republic of Bangladesh on January 24, 2019. This is an updated version of the notification issued on 25th November 2018; of S.R.O no 345 - law/ 2018 (Please refer to APPENDIX- 7 for the gazette notification on minimum wage).

31 Groups or population identified as Indigenous Peoples within the context of ADB’s Safeguards Policy Statement will be referred to as tribes, physical or mental disability minor races, ethnic sects and communities following the Government of Bangladesh directive.

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entitlement matrix of this Resettlement Plan; e. before starting civil works, compensation and resettlement and rehabilitation (R&R)

assistance will be paid in full in accordance with the provisions described in RP; f. an entitlement matrix for different categories of people displaced by the project has

been prepared. People moving into the project area after the cut-off date will not be entitled to any assistance;

g. for non-titleholders such as informal settlers/squatters and encroachers, the date of completion of survey during detailed design will be the cut-off date, which will be declared by DWASA;

h. GRM will be established to ensure speedy resolution of disputes; i. all activities related to resettlement planning, implementation, and monitoring will

ensure the involvement of women and other vulnerable groups; j. consultations with the affected persons will continue during the implementation of

resettlement and rehabilitation works; and k. a clause in the contract agreement that the construction contractor/s will be

required to repair to pre-works condition or compensate any loss or damage caused by his execution of works.

l. if required, they will be assisted to temporarily shift for continued economic activity and then assisted to shift back, post construction. Assistance to shift of the affected persons’ belongings related to the business will be provided by the contractor.

C. Entitlement

93. The Entitlement Matrix (Table 5) specifies that any displaced person will be entitled to (i) compensation for loss of business income. 94. In accordance with the DWSNIP, all displaced persons will be entitled to a combination of compensation packages and resettlement assistance, depending on the nature of ownership rights on lost assets, scope of the impacts including socio-economic vulnerability of the displaced persons, and measures to support livelihood restoration if livelihood impacts are envisaged. The temporary loss envisaged in this RP is loss of income from business. Mode of payment will be used for giving compensation is cash cheque issued by the PMU that affected persons will receive from Bank. 95. The principle for determining income and livelihood loss is restoring the loss of income and workdays experienced by the displaced households. Additional assistance will be required for affected person categorized as poor and vulnerable, if any.

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Table 5: Entitlement Matrix Type of Loss Specification Eligibility Entitlements

1. INCOME RESTORATION

Businesses Temporary business loss due to land acquisition and/or resettlement or construction activities of project

Owner business (registered, informal) of

• Cash compensation equal to lost income during period of business interruption based on tax record or, in its absence, comparable rates from registered businesses of the same type with tax records or Government of Bangladesh registered minimum wage, whichever is higher. Assistance to re-establish business. Affected persons will be provided 7 days advance notice, followed by a reminder 1 days before construction. If required, they will be assisted to temporarily shift for continued economic activity and then assisted to shift back, post construction.

Employment Temporary employment loss/ income due to land acquisition and/or resettlement or construction activities

All employees of affected businesses

• Cash compensation equal to lost income during period of business interruption based on tax record or registered wage, or, in its absence, comparable rates for employment of the same type

2. SPECIAL PROVISIONS

Vulnerable APs (female HH, elderly HH, BPL families) **

All vulnerable affected persons

• Subsistence allowance of minimum of 2 months of official minimum wage*

• Preferential selection for project- related employment32 (for vulnerable)

Other un-identified impacts

Unanticipated impacts and negotiated changes to entitlements.***

All affected persons • To be determined in accordance with the involuntary resettlement safeguards requirements of the ADB’s SPS-2009

• Project Resettlement Plan to be updated and disclosed on ADB website

• Standards of the entitlement matrix of the Resettlement Plan not to be lowered

AP = affected person; land acquisition and resettlement = land acquisition and resettlement * The Minimum Wage Tk 8,000 (monthly) will be applicable as the wages refer to monthly minimum pay for workers in the garment industry in Bangladesh; this minimum wage at the time of RP implementation / compensation payment will be applicable. ** The eligibility will follow the Department of Social Service of Ministry of Social Welfare that uses 65 years old for man and 62 years old for woman to define elderly people along with disabled in terms of physically challenged persons. ***Any unanticipated impacts of the project will be documented and mitigated based on the policy agreed by Dhaka WASA in consideration of ADB’s SPS-2009.

32 Any 1 member of the vulnerable APs’ household who is able and willing to work, will be provided the option of project-related

employment.

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VIII. RELOCATION AND INCOME RESTORATION

96. The sub-project will not result in any physical displacement due to permanent impact except temporary impacts on likely income loss of livelihoods of street vendors for certain number of days due to disruption of businesses at few places of 4 DMAs (905, 908, 912 and 913) during construction. Compensation will be paid by PMU, Dhaka WASA as per the result of census following entitlement matrix. Affected persons suffering temporary income loss from business are eligible for the cash assistance based on the average net daily income BDT 653 derived from census for the period of disruption. The budgetary provision for compensation has been made for 7 days for each affected person. Mode of payment will be used for giving compensation is cash cheque issued by the PMU. Compensation for income loss, in accordance with the eligibility and entitlement, will be paid prior to commencement of civil works. 97. Additional assistance to vulnerable groups. The following categories of displaced persons have been identified as vulnerable groups in the project: poor (BPL), disabled, landless or without title to land, female-headed households, elderly, vulnerable tribes, minor races, ethnic sects and communities. In line with the provisions of the entitlement matrix, each vulnerable affected person will have additional allowance, along with actual compensation, at two times of minimum wage BDT 800033 in order to enabling improvement of their socioeconomic status. There are 2 vulnerable affected persons (elderly) found in DMA 912 and 913. They will be paid subsistence allowance of minimum of 2 months of official minimum wage along with his income loss. Vulnerable persons will be given priority in unskilled labor opportunities under the project. However, these affected persons will not fit for this because of their age and lack of physical capacities. Identity cards will verify vulnerability status, and the PMU will present the list of vulnerable persons to contractors. 98. The sub-project will seek to minimize resettlement impacts by carrying out civil works at night along with daytime for installing pipeline. Consistent with the initial environmental examination, contractors will ensure: leaving spaces for access between mounds of soil, providing walkways and metal sheets to maintain access across trenches for people and vehicles where required, increasing workforces to finish work in areas with impacts on access, determining the timing of works to reduce disruption during business hours, phasing construction schedule and working one segment at a time and one side of the road at a time to ensure that income or access loss during sub-project construction is avoided or minimized.

IX. RESETTLEMENT BUDGET

99. The resettlement cost estimate for this sub-project includes compensation in case business interruptions prove to be unavoidable. Resettlement assistance to affected persons will be disbursed prior to commencement of civil works after examining by PMU, Dhaka WASA on requirements on case by case basis for record and monitoring purpose. During resettlement plan implementation, if the affected persons desire, efforts will be made to provide employment to affected persons by facilitating their engagement by the contractor. The resettlement cost is based on entitlement matrix agreed for the Project. The affected persons would lose average net daily income of BDT 653. The budgetary provisions for compensation have been made for 7

33 The Minimum Wage for this project is the minimum wage for workers in the garment industry in Bangladesh which

is Tk 8,000 per month. This Minimum Wage is taken from the gazette issued by the Ministry of Labor and Employment, Government of the People’s Republic of Bangladesh on January 24, 2019. This is an updated version of the notification issued on 25th November 2018; of S.R.O no 345 - law/ 2018 (Please refer to APPENDIX- 7 for the gazette notification on minimum wage).

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days for each affected person as per estimated income loss and number of days of disruption. If the actual number of days of disruption is higher, additional compensation will be paid. 100. Resettlement cost. The following Table 6 presents the resettlement costs which include income loss of 72 affected persons with 2 vulnerable persons. The resettlement cost for 4 DMAs under the 2nd batch of Package 2.8 is about BDT 397223.20 at the exchange rate of USD as of preparation date of present report is USD 4701.42 (the amount may vary for changing exchange rate during the payment). The cost will be met from Bangladesh government funds. 101. Mode of payment. Issuing cash cheque by the PMU will be the mode of payment to the affected persons for having compensation. Affected persons will receive cash from the Bank. Compensation for income loss, in accordance with the eligibility and entitlement, will be paid prior to commencement of civil work.

Table 6: Cost for RP Implementation as per the Identified Impacts

Sl. No.

Compensation for type of loss

Affected Person

Period (Day/

Month)

Unit (BDT)

Total Amount (BDT)

Remarks / USD (USD1 = BDT84.49)

1

Temporary Income Loss

Business Income Loss34

72 7 days 653 329112

The net daily income of each AP is BDT 653. During RP implementation, if proof of tax records is provided by any of the affected persons and income is found to be higher than the minimum wage rate, compensation will be paid at actuals.

2

Special assistance for BPL35

Vulnerability Allowance 2 2 months 8000 32000

2 months of official minimum wage for each AP

Total 361112

Contingency 10% 36111.20

Grand Total 397223.20 USD 4701.42

X. INSTITUTIONAL ARRANGEMENTS

102. DWASA both as Executing Agency (EA) and Implementation Agency (IA) is responsible for implementation of RP and the management, coordination and overall technical supervision of the project. It is also responsible for supervising construction of the infrastructure and conducting the non-infrastructure elements. DWASA has established a PMU, responsible for day-to-day management of the program, including tendering and selection of contractors, construction

34 Assistance to shift of the APs’ belongings to business will be provided by the contractor and is therefore not costed in the RP. 35 The minimum wage in Bangladesh in Garment sector is Tk. 8000 per month @ Tk. 308 per day, per 8 hours. Besides, as per

census and socio-economic survey, the average daily income loss of each AP is TK 653. So, the compensation amount as paid by the project authority to the APs for income loss is higher than the amount received by garments worker as per minimum wage in Bangladesh.

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supervision, monitoring and evaluation, and compliance with safeguards policies. The PMU is headed by a full-time Project Director (PD) and two Deputy Project Directors. Safeguards Implementation Unit (SIU) will be established under the PD office. Two safeguards officers will be appointed and one of them will be responsible for the social safeguards related issues. DWASA has experience in implementing and managing the ADB safeguard policy and requirements. This includes the updating and disclosure of RP, and submission of semi-annual safeguard monitoring report. 103. The PMU has been supported by the Design, Management and Supervision Consultants (DMS), and Resettlement NGO for updating the Resettlement Plans. The Resettlement Expert of DMS will monitor implementation of Resettlement Plan. The expert also facilitates conducting public consultations, GRM management and implementation as well as project evaluation and reporting. 104. DMS and DWASA (PMU/SIU) will supervise and monitor the implementation works at the field level to ensure that implemented works comply with the safeguard policy requirements and will be fielded along with SAMAHAR, as resettlement NGO. Thus, each spot of work will be under close supervision of the DMS, NGO and PMU staff. The resettlement specialist of the DMS with the PMU resettlement officer will conduct all- inclusive monitoring of the resettlement and compensation aspects.

105. Contractor. The contractor will have social safeguards personnel to (i) coordinate with DMS and resettlement NGO on updating the Resettlement Plan based on detailed designs, and (ii) monitor implementation of DWSNIP safeguard policy and requirements during the civil works. 106. Organizational procedures/institutional roles and responsibilities for safeguards implementation, and steps/activities involved in delivery of entitlements are described in the following Table: 7.

Table 7: Institutional Roles and Responsibilities for Safeguards Implementation

Sl. Activity Responsible Agency

Institutional strengthening

1 Consultancy support to PMU Safeguards Implementation Unit PMU

2 Training and support to DWASA and NGO PMU – DMS RS

3 NGO support to PMU PMU – SIU

Resettlement Plan Finalization

1 Design of DMS questionnaires PMU SIU - DMS RS

2 DMS data collection and screening the vulnerable HH NGO – SIU – MDS RS

3 Calculation of entitlement values and resettlement budget PMU SIU – NGO

4 Resettlement Plan updating and preparation (if any) PMU SIU – DMS RS

5 Public consultation and establish project cutoff date PMU – SIU – NGO

6 Resettlement Plan finalization and submission to ADB for approval PMU – SIU – DMS RS

7 Resettlement Plan public disclosure and GRM establishment PMU – SIU – NGO

Resettlement plan implementation

1 Establish GRC PMU SIU

2 Budget allocation DWASA - PMU SIU

3 Preparation and disbursement of entitlement cards (EC) of PMU – SIU – NGO

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the eligible AP

4 Provision of checks to affected persons PMU – SIU – NGO

5 Submission of progress report and semiannual monitoring reports PMU SIU – DMS RS

6 Continuing public consultation and participation SIU – NGO

7 Entertain grievance and redress cases PMU – SIU – NGO

8 Implementation of additional supports to vulnerable groups SIU – NGO

9 Submission of Resettlement Plans completion report PMU – SIU – DMS RS

XI. IMPLEMENTATION SCHEDULE

107. The implementation period of package ICB 2.8 is 32 months. The detailed design stage and the construction period will cover 22 months. The construction activity of 2nd batch is expected to commence in September 1, 201936. ADB’s SPS, 2009, DESWSP’s RF, 2013, and DWASA’s RFP, 2006 require that compensation for all resettlement impacts is provided before the loss is incurred, so this RP has been updated early in the design stage, and the process of arranging compensation and other entitlements will commence as soon as the updated RP has been approved by ADB. 108. All the compensation and assistance as per EM will be completed prior to the start of the civil work. All entitlements are to be paid prior to displacement. Written confirmation is required to be sent by the PMU to ADB stating that all compensation has been paid to APs. Construction work can begin only in sites / sections where compensation has been paid. The RP implementation schedule is presented in the following Table 8.

Table 8: Implementation Schedule

Tasks Mar 2019

Apr 2019

May 2019

June 2019

July 2019

Aug. 2019

Sep. 2019

Oct. 2019

Nov. 2019

A Resettlement Plan Development and Finalization 01 Collect DMA’s design maps, road lists

and other information from contractor

02 Conduct detailed road surveys, census and socio-economic surveys

03 Identify APs including those who are vulnerable

04 Public Consultation

05 Calculation of entitlement values and resettlement budget

06 Update draft RP reflecting surveys, consultations, design changes, and due diligence results

07 Joint Verification on AP found in the RP

08 Finalization of RP

09 Project information and RP disclosure

10 Strengthening of GRM

11 ADB’s Concurrence

36 Starting of the civil work is subject to various issues including having road cutting permission from DNCC.

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B. Resettlement Plan Implementation

12 Issuance of ID cards to APs

13 Preparation and distribution of entitlement cards (EC) to selected APs

14 Payment of compensation by Provision of cheques to APs by PMU

15 Continuing public consultation and participation

16 Assist in grievance and redress cases

17 Implementation of additional supports vulnerable groups

18 Message dissemination by house visit and Leaflet distribution

19 Public announcement using Loud speaker

20 Video documentation

21 Monthly/Quarterly Meeting at MSC/PMU office

22 Site meeting with MSC/PMU

23 Internal monitoring, including surveys of APs on entitlements, satisfaction surveys

24 Start of construction work

XII. MONITORING AND REPORTING

109. Implementation of resettlement activities of ICB 2.8 will be monitored by the Safeguards Implementation Unit under the PMU. Staff will be given training in resettlement issues, social survey methods, etc. by DMS Resettlement Specialist where necessary. Monitoring data will be collected from the NGOs implementing the RP, and individual affected persons, and will be compared with entitlements and disbursement schedules established in the Resettlement Plan. The PMU – SIU will consolidate the monthly reports submitted by the NGO and DMS resettlement specialist and prepare semiannual monitoring report on the progress of the Resettlement Plan implementation and other safeguards related issues including the status of any grievances and redress cases lodged by any complainants during the project implementation. The sample of Resettlement Plan monitoring template is Appendix 9.

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APPENDIX 1: RECORDS OF PUBLIC CONSULTATIONS

Project Awareness and Information Disclosure Meetings SAMAHAR Dhaka Water Supply Network Improvement Project (DWNSIP) NGO Services for Resettlement Works Report on Public Consultation Meetings and Informal Meetings The venues of the Consultation meetings are as follows:

Sl. Place / Venue / DMA Date Participants no.

M F Remarks

1 National Model Academy, Prembagan, Dakhinkhan,Dhaka DMA - 913

01/07/2019 20 - 20

2 Muscot Innovative School & College, Ashkona,Dhaka DMA - 913

25/06/2019 31 9 22

3 Abdul Khaleque Model School, Mollartek, Dakhinkhan, Dhaka DMA - 912

25/06/2019 32 12 20

4 Kisholoy Academy, Jatrabari, Turag, Dhaka DMA - 904

17/04/2019 39 17 22

5 Baby land Intl. School, Middle Azampur, Dokhin khan, Dhaka DMA - 901

11/04/2019 36 10 26

Total 158 48 110

Total number of Consultation meetings: 05

Agendas:

a. The DWSNIP - Project Introduction and purpose

b. Possible troubles during project works and solutions

c. Participants Views & open discussion

The venues of the Consultation meetings are as follows: Under the project DWNSIP, SAMAHAR, the resettlement NGO, officials frequently communicate with people of the project area and consequently conducted 4 Public Consultation Meetings in the areas of Uttara Model Town which falls in the DMAs 905, 908, 912 and 913 of ICB 2.8 of DWASA. This is a Platform to share messages among water users in the community especially to the house owners, local leaders and other stakeholders.

The consultation covers mainly information dissemination about the project/sub-project and its scope, possible positive and negative impacts, involvement of local people in different activities of the project and employment in project works, etc. Main objective of the meeting is to share project related issues such as the house connection, access to connection permission, illegal connection, project supports, grievance redress mechanism, cooperation & coordination from the community, social safeguard and environmental matters with the participants. In addition, the meetings included, (i) creating opportunities and mechanisms whereby they can participate and raise their views (issues, comments, and concerns) with regard to the proposed development; (ii) giving the stakeholders feedback on process findings and recommendations; and (iii) ensuring compliance to process requirements with regards to the environmental and related legislation. A question and answer session was also conducted in each meeting in order to ensuring beneficiaries how they can get support from the project. In this procedure opinion and recommendations have been derived

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from the participants.

Local Leaders, Inhabitants, House Wives, Guardians, Teachers, Retired Govt. Officials, and Civil Society Representatives were the participants. A total of 158 participants attended in these meetings, of whom 48 participants are male, and 110 participants are female.

Team Leader of SAMAHAR started discussion with the introduction and purpose of the project DWNSIP. Dhaka is the most over populated City in the World we know. Population density of the City is increasing rapidly and the demand of water supply is also increasing proportionately. But the water supply system in Dhaka City is remaining traditional i.e. underground water. Water production rate of the DTW’s are reducing every year. On the other hand; system loss is up to 40%. The water table of the country is downing lower day by day and the pumps are failing repeatedly. Consequently, water supply crisis is a common phenomenon in this city. For solving the problems, the Dhaka WASA has undertaken a number of project and this project is why the Bangladesh Govt. has taken initiative for mitigating water supply by using surface water. The project DWNSIP is going to implement, which needs support and cooperation from local communities. The Team Leader also shares the specific objectives of the project among the audience.

- Reducing water loss at least 15% from 40%

- Increasing Govt. revenues

- Stopping illegal house connection

- Increasing water supply pressure

- Ensure adequate water supply round the clock

- Ensure quality of water

- Stopping water borne and vector born diseases

- Stopping abusing water etc. In the discussion part, following Questions and Answers were done in the consultation meetings: Other Participants discussed in some of the sessions as follows:

➢ sma Akter, FS of SAMAHAR shared that to improve the present water supply condition, Dhaka

WASA have taken initiative by a project named “Dhaka Water Supply Network

Improvement(DWSNIP)” financed by ADB. By implementing this project the citizen of Dhaka

City will get neat, clean and purified sufficient water. We all know that the population of Dhaka

is increasing day by day and demand or need of water supply also growing. Presently, the

quantity of water from pumps cannot meet this requirement. Besides nearly 40% of supplied

water is being wasted. Some people have taken illegal connections from this old pipeline made

the pipeline damaged. So the pipe water become polluted by the dirty dust and objects from

outside entered into these line, which we have to use.

➢ Mr. Mizanur Rahman Milon, CPP-(Contractor Company) informed the meeting that water will

be supplied through new pipe line into 03 systematic way. Where the road’s wide is below 10 Ft

there will be open cut method as machine could not be used this type of road. On the other

hand where roads are wide there will be horizontal Directional Drilling (HDD) and Pipe Bursting

(PB) method using modern machinery for new line. We will use HDPE Pipe for new pipe line

and the pipe will be joint through BUTT Fusion and Electro Fusion machine; so there will no

chance of leakage. Consequently; public will not be able cut or joint illegal line from these new

pipe. During construction of new pipeline you will have to face some problem (communication,

sound problem). We are expecting that you all will be helpful and coordinate us and further

informed that within 03 days our workers will fill up the road after cut through these road.

➢ We have received many complaints from you about DWASA water supply. DWASA pulls water

by pump form the depth of 1200 Ft. in the underground. There are some people cut these old

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pipe line illegally for unauthorized connections and do not connect the new pipeline and do not

fill up the holes properly, which result dirty dust to enter the pipeline and water become

polluted. Moreover there are some leakage in pipe line which been not repaired properly, so

dust and other harmful objects went to these pipe line and water in supply line become

polluted. Though there water supply is sufficient in this area at present, but people cannot rely

on WASA supply for pure water. Through this project we surely will be able to provide and

supply purified water, which people will not need to boil or any types of purification process.

The old water pipes of DWASA will be replaced by new pipes and will be connected to each

and every holding of Dhaka City Corporation area without any cost.

➢ Mr. Abdus Samad, Gender Expert, DMS discussed that we have anticipated that through new

water line supply you will be able get neat and clean water. Here NGO part will do survey,

awareness raising and resettlement activities where leaflet will have distributed to you. In this

Leaflet there are contact numbers of DWASA, to communicate and all sort of assistances. The

NGO staff will have ID card and you can easily recognized them.

Conclusion: The participants appreciated the initiative of the project taken by WASA this by the financial support of ADB. He said that if the water supply improves then the present scarcity will be no more and their crisis of living will be reduced. Participant from one Welfare Association remarked that the office of the Welfare Association is the best point for disseminating information of the project, which the project can consider for future activities. Finally, TL of SAMAHAR thanked all participants and appreciated for their participation, remarks and the suggestions.

Participants Queries and Comments:

Meeting -1

Dialogues (Q/A) Q- 1:- Ms Beauty Akter appreciates for this project and Project Goal. Q- 2:- Ms. Arifa Anjum said that we are living out of the sector, for that reason we facing many problem to

collect safe water. Q- 3:- Ms. Bristy Akter appreciate activities under this project and her expectation is that construction

activities have to finish as soon as possible. Q- 4:- MS. Puspo Aktar asked when the project will be started and when the project ending time. Ans:- Works of the project have been started and most probably, works in this area may be started in mid

of September 2019. Md. Rezaul Islam (Supervisor,SAMAHAR) requested to the participant for supporting the awareness team, when they are doing their duties.

Q- 4:- Ms. Lovly: How could we help them? Ans: When they are visit door to door for collection information then you have to help them through given

information. Q- 5:- Ms. Lovly: should we have to pay money when new connection will be given? Ans:- If you have old legal connection then you have to get a new connection without any cost or fees. Q- 5:- Ms. Sharmin: if the Electricity bill will be increased when new connection will be given? Ans:- No, you have to pay electricity bill as per previous rates and we expected that electricity bill will be

decreased.

Meeting 2

Q- 1:- Md. Nur Mohammad said that they receive polluted water and water pressur is very low. So we cannot get sufficient water from this old pipeline.

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Ans:- DWASA pull water by pump form 1200 Ft in the underground but some general public cut these old pipe line to have illegal connections, where there are leaks in the pipeline, as a result we have to receive dirty water from the tap. And also the water pressure becomes very low.

Q- 2:- Ms. Sultana Parvin: when this project will be started in our area. Ans:- The new pipeline works are under process, most probably from September 2019, we shall get

water from new pipelines. Q- 3:- Ms. Shanaj Akter said- Water users cannot take illegal connection in this project. How ? Ans:- Md. Rezaul Islam (Supervisor, SAMAHAR) said- People are facing Water problems in this areas

throughout the year. After finishing works of the new pipeline, then those problems will not have to face. Md. Abdus Samad from D.M.S says, public will not be able cut or make joint of new line from these new pipe line, as they don’t have the instruments to the workers for cut or joint illegal connection from water pipe line.

Q- 6:- Ms. Ria Akter asked that if we have to face problems when the construction activities running? Ans:- During construction work, roads will have to be cut. If any problem there, please, inform us, and

we shall try to solve. Even there would be some problem such as cut off other line (Gas, Telephone) DWASA will make them renovate. Besides if water is not available in pipe line DWASA will arrange supply water from alternative sources. The construction work will be finished within the stipulated time frame.

Q- 7:- Ms. Zakia asked that could we have to pay money when new connection will be given? Ans:- If you have legal connection then you will get a new connection without any cost or fees. Q- 8:- Ms. Beauty - Our expectation to the authority is to get safe water. Ans:- Dhaka WASA have taken initiative by a project named “Dhaka Water Supply Network

Improvement(DWSNIP)” financed by ADB. By implementing this project the inhabitant of Dhaka City will get clean, purified and safe water sufficiently.

Meeting 3

Q- 1:- Ms. Dilara Zaman (Asst. Teacher): We get polluted water with bad smell, and the water pressure is very low. Will these problems be continued with the new pipe line.

Ans:- DWASA pull water by pump from 1200 Ft. deep in the underground but few people manage to have illegal connections, make the pipeline damaged, where the dirty water from the surrounding of the pipeline mix with the pipeline water. As a result, the pipeline water become polluted and we have to receive those polluted water from the tap. In the new pipeline, pilferage and those unauthorized connections will not be possible. So we shall not have to get such polluted water from the household taps. Q- 2:- Ms. Resmi Akter asked how can we get a new Meter and how much to pay for a new Meter? Ans:- If old meter is broken or damaged then WASA will provide new meter without any fees but if old

meter is working properly or not damaged, then the new one will not be required. Q- 3:- Ms. Shirin Shila: We receive polluted water and the water pressure is very low. Ans:- Few people manage to have illegal connections, make the pipeline damaged, they cannot connect

new pipes properly and there are leaks in the pipelines where the dirty water from the surrounding of the pipeline mix with the pipeline water. As a result, the pipeline water becomes polluted and we have to receive those polluted water from the tap. In the new pipeline, pilferage and those unauthorized connections will not be possible. So we shall not have to get such polluted water from the household taps.

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Q- 4:- Ms. Koli Begum: we have to pay for new Connection? Ans:- If you have old legal connection then you have to get a new connection without any cost or fees. Q- 5:- Ms. Shanaj Parvin: how can we help the awareness group? Ans:- The awareness group visit door to door for collecting information and you have to help them

through giving information. Q- 6:- Ms. Nipa asked - have you stopped old line connection? Ans:- After the new connection will start, then old connections will be stopped. Q- 7:- Ms. Koli Begum asked about type and quality of pipe Ans:- This project using HDP Pipe (High Deviancy plastic)

Meeting 4

Q-1 :- Ms. Sayera Khatun: Could we have any problem in Gas line? Ans : Before starting construction, survey will be done in 0 2-03 months earlier. Q-2 :- Jamera Khatun: When does the construction work begin? Ans : Working is in under process most probably in mid of September 2019. Q-3 :- Ms. Ayesha Akter: Why there are polluted water in pipe line? Ans : DWASA pull water by pump form 1200 Ft. underground but some people cut these old pipe line

illegally and did not filled up these hole properly as result dirty dust got into these line and become polluted.

Q-4:- Ms. Farjana Begum: Do WASA provide new meter instead of old meter? Ans : If old meter is broken or damaged then WASA will provide new meter but if old meter is working properly or not damaged, they will not provide new one. Q-5:- (JameraKhatun): Whether the water will come from underground or else in new pipe line? Ans: DWASA will supply water from pump for next 3-4 years besides river water treatment/ purification

system is under process and we are working on it. Q-6:- Where could we get clean and pure water? Ans: From the DTW by new pipeline, being set by DWASA, you can get clean and pure water.

Meeting 5

Q-1 :- Mr. Jamal Uddin: Why there is polluted water in pipe line? Ans : DWASA pull water from the depth of 1200 feet underground and it is clean. Some people cut these

old pipe line illegally for unauthorized connections and do not connect the new pipeline and do not fill up the holes properly, which result dirty dust to enter the pipeline and water become polluted..

Q-2:- Ms. Sharmin Begum: How could we help you?

Ans: When our Awareness Team member visits your home, you will provide necessary information to them.

Q-3:- Whom we will provide information?

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Ans: Our team members visit houses, you will provide them some information and they will collect data and information from you.

Q-4:- Runa Lyla: Do DWASA need extra money from us for these process and system?

Ans: DWASA will not any extra money from you.

Q-5:- Ms. FahimaAkter: Will there any old pipeline exists as new line pipeline connection?

Ans: As long as new pipeline connection established there will remain old pipeline.

Q-6:- Why we could not get sufficient water from this old pipeline?

Ans: The demand or need of water is higher than our supply of water but in new pipeline there will be sufficient water supply.

Q-7:- Do we have pay extra bill for this new system?

Ans: No, you don’t have to pay extra bill, you will pay as per your consumption of water.

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ATTENDENCE SHEETS OF CONSULTATION MEETINGS (SCANNED COPIES)

: Attendance Sheet on Public Consultation Meeting at Kisholoy Academy

Jatrabari at DMA-904 (Date: 17.04.19) Page 1

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: Attendance Sheet on Public Consultation Meeting at Kisholoy

Academy, Jatrabari at DMA-904 (Date: 17.04.19) Page 2

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: Attendance Sheet on Public Consultation Meeting at Baby Land International

School, Dakhinkhan at DMA- (Date: 11.04.19) Page 1

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: Attendance Sheet on Public Consultation Meeting at Baby Land International

School, Dakhinkhan at DMA- (Date: 11.04.19) Page 2

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: Attendance Sheet on Public Consultation Meeting at Mascot Innovative School

And College, Dakhinkhan at DMA-913 (Date: 24.06.19) Page 1

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Attendance Sheet on Public Consultation Meeting at Mascot Innovative School And College

,Dakhinkhan at DMA-913 (Date: 24.06.19) Page 2

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Attendance Sheet on Public Consultation Meeting at National Model Academy,

Dakhinkhan at DMA-913 (Date: 01.07.19) Page 1

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Attendance Sheet on Public Consultation Meeting at National Model Academy,

Dakhinkhan at DMA-913 (Date: 01.07.19) Page 2

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Attendance Sheet on Public Consultation Meeting at Khaleque Kader Model School,

Dakhinkhan at DMA-912 (Date: 25.06.19) Page 1

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Attendance Sheet on Public Consultation Meeting at Khaleque Kader

Model School, Dakhinkhan at DMA-912 (Date: 25.06.19) Page 2

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APPENDIX 2: FIELD ACTIVITIES, ROADS AT DAY-NIGHT AND AFFECTED PERSONS

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Photographs of Public Consultation Meetings

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Photographs of roads at day and night

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Photograph of APs and their businesses / workplaces:

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APPENDIX 3: SOCIO-ECONOMIC DETAILS OF LIKELY AFFECTED PERSONS AP’s List: DMA: 905; ICB-2.8

SL. AP,S Name Age Sex Educa-tion

Father/ Husband ’s

Name

Business Address Contact No Type of Business

Vulnerability (Vulnerable =V Non-

Vulnerable =NV)

What Would be affected

Daily Income (BDT)

Photos Remarks

1 Mrs. Khuki Begum

45 F 0 Saheb ali Near Mojumdar School & College.

01712 168789

Others NV Income loss

650

2 Md.Mejan 25 M 1 Osmat Ali Near Beauty mind School

01709 038159

Vegetable NV Income loss

650

3 Md Ali 19 M 1 Kala Mia (late)

Near Beauty mind School

01903 693585

Vegetable NV Income Loss

650

4 Md. Kalam 30 M 1 Mohijuddin Near Beauty Mind School

01870 834158

Vegetable NV Income loss

600

5 Shahjahan 40 M 0 Md Abdul Jalil

Near Mojumdar School & College.

01712 168789

Vegetable NV Income Loss

700

6 Shankar Chandra

35 M 1 Shantosh kumar

Near Mojumdar School & College

01723 194227

Vegetable NV Income loss

700

7 Ismail Prodhanea

48 M 0 khalil Prodhanea

Beauty Mind School

01905 277099

Vegetable NV Income loss

700

8 Md.Roshid Sheikh

50 M 1 Abdul Kader Sheikh

Ahalea Bazar Sec-5,

01710 331547

Tailor NV Income loss

500

9 Md. Mohon 50 M 0 Md. Hakim (Late)

Road-7/a, Sector-5

01679 141568

Tea Stall NV Income loss

650

10 Abdul Hakim Mia

38 M 1 Abdul Malek Mia

Road-9/c, Sector-5

01935 469808

Tea Stall NV Income loss

600

11 Satindra Das 61 M 0 Mandar Das (Late)

Road-9/c, Sector-5

01925 933179

Shoe Repair

NV Income loss

500

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SL. AP,S Name Age Sex Educa-tion

Father/ Husband ’s

Name

Business Address Contact No Type of Business

Vulnerability (Vulnerable =V Non-

Vulnerable =NV)

What Would be affected

Daily Income (BDT)

Photos Remarks

12 Md.Babul 40 M 0 Md.Khalelur

Near water pump Sector-5

01812 510915

Tea Stall NV Income loss

600

13 Md.Sohel 31 M 1 Md.Siddik Block -3 Dolipara,Turag

01778 822122

Vegetable NV Income loss

700

14 Pakhy Akter 35 F 0 Nur Mohammad

Sarower Avenue

01885 536840

Pan/Cigarette

NV Income loss

600

15 Omar Faruk 60 M 0 Nur Islam (Late)

Behind Sector park -14

01823 748994

Tea Stall NV Income loss

700

AP’s List: DMA: 908:

SL. AP,S Name Age Sex Educa-tion

Father/ Husband ’s Name

Business Address

Contact No Type of Business

Vulnerability (Vulnerable =V Non-Vulnerable

=NV)

What Would be affected

Daily Income (BDT)

Photos Remarks

1 Mst. Helena Akter

60 F 0 Jalal Near Railgate Mosque

01673 487586

Tea stall NV Income loss

600

2 Nazrul Islam 47 M 0 Akkas Ali (Late)

Near Railgate Mosque

01962 071553

Vegetable, fruit

NV Income loss

700

3 Md Muslim 51 M 0 Md Hossen Ali

Near Railgate Mosque

01673 487586

Sugarkin guice

NV Income loss

700

4 Md Al-Amin 26 M 0 Azim Uddin Near Railgate Mosque

01992 802963

vegetable NV Income loss

600

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AP’s List: DMA- 912

SL. AP,S Name Age

Sex

Education

Father/ Husband ’s Name

Business Address

Contact No

Type of Business

Vulnerability (Vulnerable =V Non-Vulnerable

=NV)

What Would be affected

Daily Income (BDT)

Photos Remarks

1 Md Minhaz Uddin

27 M 1 Md Dulal Uddin

Maa Madical Hall,Janab Ali Market

019766 50820

Vegetable NV Income loss

550

2 Kitab Ali 55 M 1 Miafor Ali Ma Madical Hall Oposite

01933 151444

Vegetable NV Income loss

600

3 Imam Uddin

55 M 1 Samsuddin Near Riad Farmacy

01926 792771

Vegetable NV Income loss

700

4 Md Abdul Malek

55 M 0 Md Abdul Mutaleb

Shatota Electri shop,M. Ajam pur

01771 015652

Vegetable NV Income loss

700

5 Md Feroj 24 M 1 Late. Abdul Barek

Near kacha Bazar Jonab Ali Market

01920 973728

Vegetable NV Income loss

700

6 Md Abdul Hannan

30 M 1 L. Abdul Barek

Near Kacha Bazar

01920 973728

Vegetable NV Income loss

700

7 Md Sayeb Akter

26 M 1 Hazi Hedayet

Near Sumaiya Madrasha

01861 954417

Vegetable NV Income loss

700

8 Md Mia Hossain

45 M 1 Late. Siraj Uddin

Nobo Jagaron Club

01742 265192

vegetable NV Income loss

700

9 Md Babul 26 M 1 Abdul Halim Near Sumaiya Madrasha

01977 799941

Vegetable NV Income loss

700

10 Halem Ali 64 M 0 Hosain Ali Near Sumaiya Madrasha

01998 086101

Tea stall NV Income loss

700

11 Md Montu Howlader

45 M 0 Abdul Jalil Near Sumaiya Madrasha

01724 791662

Vegetable NV Income loss

650

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SL. AP,S Name Age

Sex

Education

Father/ Husband ’s Name

Business Address

Contact No

Type of Business

Vulnerability (Vulnerable =V Non-Vulnerable

=NV)

What Would be affected

Daily Income (BDT)

Photos Remarks

12 Md Khabir 30 M 0 Maijuddin Mullah

Near Nobo Jagoron club Jamtola

01795 195030

Vegetable NV Income loss

650

13 Md Alam 55 M 0 Md Lukman Jahin G. store, Tetul tola

01906 867252

Vegetable NV Income loss

700

14 Rashmi Akhter

21 F 1 Md. Ruhul Amin

Near Khalek School, Tetul tola

01642 469602

Vegetable NV Income loss

650

15 Md Ruhul Amin

35 M 1 Md Hakim Oposite Saiful Genarel store

01772 833928

Vegetable NV Income loss

700

16 Md Abdur Rasid

45 M 0 Chopar Uddin

Oposite Khalek School

01623 328791

Vegetable NV Income loss

650

17 Md Asme 76 M 0 Kasom Ali Fakir

Near Khalek School

01623 328791

Others NV Income loss

700

18 Md Rahat 22 M 0 Najrul Islam Near M.R View Muktijuddha Rd

01402 639312

Vegetable NV Income loss

650

19 Poretosh Das

40 M 0 Lalo Das Near park INN Muktijuddha Rd

01994 305946

Shoe Repair

NV Income loss

600

20 Md. Nurul Amin

56 M 1 Monij Uddin (late)

Jahin G. store, Tetul tola

01953 016904

Vegetable NV Income loss

600

21 Hadis Mia 50 M 0 Lat Sordar Ali

Tetul tola Rd 01927 683681

Vegetable NV Income loss

700

22 Md.Ramjan Ali

40 M 0 Lat Mahmud Ali

Tetultola Bakery

01902 351973

Fish Business

NV Income loss

600

23 Md.Gunu Mia

42 M 0 Lat Sumsul Tetul tola Bakery

01997 048983

Vegetable NV Income loss

700

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SL. AP,S Name Age

Sex

Education

Father/ Husband ’s Name

Business Address

Contact No

Type of Business

Vulnerability (Vulnerable =V Non-Vulnerable

=NV)

What Would be affected

Daily Income (BDT)

Photos Remarks

24 Fajlu 43 M 0 Late Yunus Ali

Tetul tola Mullartek

01911 526262

Vegetable NV Income loss

700

25 Sree Gonesh

Robi Das

37 M 0 Babu Lal Robi Das

Tetutola Bakery

01648 960057

Shoe Repair

NV Income loss

600

26 Md. Mohon Mia

52 M 0 Shapud Ali Near Officers Bhabon,Nogar bari

01725 371849

Vegetable NV Income loss

600

27 Md. Moteur Rahman

55 M 0 Late Abdur Rahim

Near Matir Mosque

01842 219375

Vegetable NV Income loss

700

28 Md.Babul Sheikh

48 M 0 Momtaj Mia Near Matir Mosque

01916 920517

Grocery NV Income loss

600

29 Gopal (- Robi Das)

50 M 0 Khetro Mohon

In front Shanta Garments

01790 492453

Shoe Repair

NV Income loss

400

30 Jakir Hossain

30 M 0 Abdul Kahar Vuiyan

Gawair Madrasa Rd

01946 251912

Vegetable NV Income loss

500

31 Mohadeb Das

48 M 1 Hajra Podo Das

Gawair Madrasa Rd

01902 405189

Shoe Repair

NV Income loss

500

32 Ranu Begum

40 F 0 Osman Ali Gawair Madrasa Rd

01956 627528

Vegetable NV Income loss

700

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APs list DMA - 913

SL. AP’s Name

Age

Sex Education

Father/ Husband ’s Name

Business Address

Contact No

Type of Business

Vulnerability (Vulnerable =V Non-Vulnerable

=NV)

What Would be affected

Daily Income (BDT)

Photos Remarks

1 Kanon 32 M 0 Shahab Uddin

Battola, gawair, Dakkhin khan

01762 055997

Vegetable NV Income loss

700

2 Md Sohid 38 M 0 Mannan Battola, gawair, Dakkhin khan.

01811 393975

Fish NV Income loss

700

3 Md Abdul Sadek

29 M 0 Late. Abdul Khalek

Battola, gawair, Dakkhin Khan

01914 376813

Fish NV Income loss

700

4 Md Jashim Uddin

55 M 0 Md Azim Uddin

Battola,gawair, Dakkhin Khan

01922 955891

Fruit NV Income loss

700

5 Bedena Khatun

44 F 0 H. Abdul Khorshed

Showan Garment, mollartak

01949 365702

Snake,Pitha, Drinks

NV Income loss

700

6 Abdul Mannan

39 M 1 Late. Shirajul Islam

Battola Rd, Dakkhin Khan

01720 340428

Fish NV Income loss

700

7 Md Abul Hossain

47 M 1 Late. Md Fajor

Bot tola Rd, Dakkhin Khan

01745 583814

Fish NV Income loss

700

8 Md Arsadul

36 M 0 Md Abdul Gafur

Battola Rd, Dakkhin Khan

01831 400012

Fish NV Income loss

700

9 Jahangir Hossain

49 M 0 Late. Rafis Uddin

Motaleb Rd, near koloni field

01911 438045

Hotel & Resturent

NV Income loss

700

10 Md Nur Islam

51 M 0 Late. Nojim Uddin

Motaleb Rd, near koloni field

01756 431491

vegetable NV Income loss

700

11 Shamim 42 M 1 Late.Hasen Ali

Motaleb Rd, Near Kolone, Play Field

01632 612644

Fruit NV Income loss

600

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SL. AP’s Name

Age

Sex Education

Father/ Husband ’s Name

Business Address

Contact No

Type of Business

Vulnerability (Vulnerable =V Non-Vulnerable

=NV)

What Would be affected

Daily Income (BDT)

Photos Remarks

12 Sepon Mia

37 M 1 Sanu Hosaen

Battola,gawair,Dakkhin khan

01720 088269

Vegetable NV Income loss

700

13 Md. Roton Mia

46 M 0 Joynal Abeden

Askona, Shahaj Alal Bank.

01757 037119

Vegetable NV Income loss

700

14 Md. Sheikh Ariful

33 M 1 Sheikh Edrish Jaman

Askona Buiyan Garage

01934 987911

Vegetable NV Income loss

700

15 Md. Anser Ali

47 M 0 Montaj Ali City Complax Road, Askona Dokkhin khan

01705 763405

Vegetable NV Income loss

700

16 Md. Arju Mia

59 M 0 Abdul Hakim

Askona Medical Road Dokkhin Khan

01776 240229

Vegetable NN

Income loss

700

17 Md Jamal Mia

70 M 1 Sohor Ali (Late)

Askona Medical Road Dokkin Khan

01931 258554

Vegetable V Income loss

700

18 Md.Kashem

59 M 0 .Yakub Ali (Late)

Nordapara Club Road

01936 732950

Fish NV Income loss

500

19 Md.Ali 25 M 2 Abdul Ahad Nordapara Club Road

01903 027822

Vegetable NV Income loss

700

20 Hasem 25 M 1 Rajdor Ali Nordapara Club Road

01771 753004

Vegetable NV Income loss

700

21 Abdul Hannan

30 M 1 Md. Fojor Ali Nordapara Club Road

01934 895859

Vegetable NV Income loss

700

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APPENDIX 4: DETAILS OF ROAD & PIPE IN ICB 2.8 (DMA: 905, 908, 912 & 913)

DMA: 912; ICB 2.8

Road Name Road Category Road Width Road Length Ins Method

Railline Road Bituminus 4.0 1078.29 HDD

M.S. Rd-5_EXT-1 Concrete 1.9 22.46 OC

S.P. Rd-4 Concrete 3.0 29.18 OC

S.K.M. Rd-6_EXT-A Concrete 1.8 33.70 OC

S.K.M. Rd-3 Concrete 4.0 85.61 OC

Udayan School Road Concrete 3.0 80.21 OC

S.P. Rd-10_EXT-NA Concrete 2.9 52.38 OC

RL. Rd-6_EXT-2 Concrete 1.4 58.93 OC

M.S. Rd-1_EXT-2 Concrete 1.8 35.99 OC

RL. Rd-4_EXT-3 Concrete 1.7 32.42 OC

S.P. Rd-12_EXT-D Concrete 3.0 35.80 OC

S.K.M. Rd-7 Bituminus 4.8 198.07 OC

S.P. Rd-6 Concrete 2.3 45.74 OC

S.K.M. Rd-3_EXT-5 Concrete 2.4 17.55 OC

S.K.M. Rd-8_EXT-D2 Concrete 3.0 49.81 OC

S.L. Rd-3 _EXT-NA-1 Concrete 1.4 20.60 OC

S.P. Rd-12_EXT-EA Concrete 3.2 185.02 OC

M.S.Rd-18 Concrete 1.7 31.99 OC

Muktijodha Sharani Rd Bituminus 4.6 175.36 OC

A.U.B. Rd-NA Concrete 0.0 23.45 OC

RL. Rd-10_EXT-3E-1 Concrete 0.0 53.09 OC

RL. Rd-13_EXT-4 Concrete 1.4 20.75 OC

Shah Kabir Mazar Rd Concrete 0.0 16.02 OC

S.K.M. Rd-8_EXT-B Concrete 2.0 49.80 OC

U.S. Rd_EXT-1W-AS Concrete 1.7 32.61 OC

S.K.M. Rd-8_EXT-D1 Concrete 0.0 29.90 OC

S.P. Rd-4 Bituminus 2.5 32.09 OC

RL. Rd-10_EXT-3 Bituminus 0.0 367.51 OC

S.P. Rd-12_EXT-A1 Concrete 0.0 21.28 OC

S.L. Rd-3 _EXT-NA Concrete 1.7 21.12 OC

C. B. J. M. Rd-7_EXT-1 Concrete 1.5 28.08 OC

M.S.Rd-17 Concrete 2.3 21.76 OC

S.L.Rd-8 Concrete 3.0 54.12 OC

S.K.M. Rd-8_EXT-E Concrete 3.0 185.32 OC

S.K.M. Rd-8_EXT-D2 Concrete 0.0 35.77 OC

RL. Rd-9 Concrete 0.0 169.72 OC

U.S. Rd_EXT-2 Bituminus 3.3 82.85 OC

S.K.M. Rd-3_EXT-5 Concrete 4.2 22.54 OC

M.S.Rd-10_EXT-B Concrete 2.2 36.98 OC

S.P. Rd-12_EXT-F3 Concrete 3.0 45.47 OC

M.S. Rd-7_EXT-3 Concrete 2.0 50.98 OC

S.P. Rd-12_EXT-F Concrete 4.0 102.37 OC

S.L. Rd-3 _EXT-ND Concrete 1.8 93.56 OC

S.K.M. Rd-8_EXT-FB Concrete 1.4 19.02 OC

A.U.B. Rd-1_EXT-N Concrete 3.0 82.89 OC

S.L. Rd-3 _EXT-E3-A Concrete 2.8 73.64 OC

S.L. Rd-2_EXT-E6-1 Concrete 2.5 18.85 OC

S.L. Rd-2_EXT-E4 Concrete 1.8 20.16 OC

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Road Name Road Category Road Width Road Length Ins Method

A.U.B. Rd-1 Concrete 2.7 29.33 OC

RL. Rd-10_EXT-3-E2 Concrete 1.3 41.79 OC

M.S.Rd-9 Concrete 3.7 65.19 OC

RL. Rd-6_EXT-1 Concrete 2.5 32.39 OC

RL. Rd-6 Concrete 1.8 41.95 OC

Muktijodha Sharani Rd Bituminus 5.5 320.25 OC

C. B. J. M. Rd-4_EXT-1 Concrete 0.0 28.37 OC

TR Rd_EXT-1 Concrete 2.8 83.19 OC

S.P. Rd-5 Concrete 1.5 36.63 OC

M.S.Rd-14_EXT-A Concrete 0.0 30.04 OC

S.L.Rd-13 Earthen 3.5 99.38 OC

S.L. Rd-3 Bituminus 5.2 403.80 OC

RL. Rd-13_EXT-4 Concrete 1.4 15.18 OC

RL. Rd-13_EXT-2 Concrete 1.7 84.76 OC

S.P. Rd-12_EXT-E Concrete 0.0 41.90 OC

S.P. Rd-12_EXT-F1 Concrete 2.0 114.30 OC

Road No. 2E Bituminus 3.5 116.43 OC

S.P. Rd-9_EXT-1 Concrete 2.7 49.25 OC

M.S.Rd-5 Concrete 0.0 39.73 OC

RL. Rd-10_EXT-3W-2 Concrete 1.3 35.55 OC

M.S.Rd-10_EXT-A Concrete 1.9 25.94 OC

S.L. Rd-1-6 Concrete 3.0 243.69 OC

M.S.Rd-3 Concrete 0.0 29.79 OC

S.K.M. Rd-8 Concrete 3.5 72.33 OC

A.U.B. Rd-1_EXT-N Concrete 0.0 38.15 OC

S.K.M. Rd-8_EXT-C Concrete 2.0 78.26 OC

M.S.Rd-14_EXT-A Concrete 0.0 43.73 OC

S.L. Rd-2_EXT-E6 Concrete 4.2 110.84 OC

M.S.Rd-18 Concrete 2.0 56.45 OC

TR Rd_EXT-2 Concrete 3.4 55.44 OC

Afza Uddin Bhuiyan Road Concrete 3.0 130.93 OC

C. B. J. M. Rd-5_EXT-1 Concrete 0.0 51.91 OC

M.S. Rd-5_EXT-4 Concrete 3.3 30.05 OC

S.K.M. Rd-8_EXT-D5 Concrete 1.8 48.92 OC

M.S.Rd-13 Bituminus 4.3 106.87 OC

C. B. J. M. Rd-3 Earthen 3.0 77.63 OC

Sonar Para Rd Bituminus 3.5 204.24 OC

Shah Kabir Mazar Rd Bituminus 0.0 234.67 OC

S.K.M. Rd-1 Concrete 4.7 39.75 OC

C. B. J. M. Rd-4 Concrete 2.0 89.93 OC

S.L. Rd-2_EXT-WB Concrete 2.1 14.30 OC

S.L. Rd-2_EXT-E1-C Bituminus 2.5 119.34 OC

Road No. 2E_EXT Concrete 1.5 33.81 OC

S.L. Rd-1-6 _EXT-EA Concrete 3.6 49.15 OC

U.S. Rd_EXT-1E-C1 Concrete 1.5 18.08 OC

M.S. Rd-5_EXT-4E Concrete 1.8 32.96 OC

C. B. J. M. Rd-3_EXT-1 Earthen 3.5 77.57 OC

RL. Rd-7 Concrete 3.3 18.78 OC

RL. Rd-10_EXT-3E-1 Concrete 0.0 97.77 OC

S.K.M. Rd-8_EXT-F Concrete 3.0 117.52 OC

S.K.M. Rd-3_EXT-5 Concrete 2.8 15.98 OC

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Road Name Road Category Road Width Road Length Ins Method

RL. Rd-3 Concrete 1.4 77.05 OC

S.P. Rd-12_EXT-C Bituminus 2.0 20.33 OC

RL. Rd-6 Concrete 2.6 160.58 OC

S.L.Rd-13 Concrete 3.0 97.83 OC

U.S. Rd_EXT-8 Concrete 2.2 23.62 OC

RL. Rd-1 Bituminus 3.1 110.87 OC

M.S. Rd-5_EXT-4 Concrete 3.0 31.08 OC

RL. Rd-10 Concrete 3.5 256.52 OC

S.L. Rd-1-6 _EXT-ED Concrete 2.5 27.66 OC

RL. Rd-4_EXT-3 Bituminus 2.4 19.42 OC

S.K.M. Rd-3_EXT-3 Concrete 1.7 24.43 OC

S.P. Rd-12_EXT-E Bituminus 2.5 128.01 OC

P.B. Rd-3 Concrete 3.0 71.30 OC

M.S.Rd-16 Concrete 2.2 70.31 OC

M.S. Rd-5_EXT-2 Concrete 2.0 44.60 OC

S.K.M. Rd-8_EXT-FA Concrete 2.0 48.25 OC

M.S. Rd-7_EXT-2 Concrete 1.8 21.51 OC

M.S. Rd-9_EXT-1 Concrete 1.3 23.84 OC

S.L. Rd-3 _EXT-NC-1 Concrete 1.2 15.77 OC

RL. Rd-13 Concrete 3.7 45.93 OC

S.K.M. Rd-8_EXT-A Concrete 2.5 33.73 OC

S.L.Rd-12 Bituminus 2.6 60.20 OC

M.S. Rd-7_EXT-4 Concrete 2.3 43.45 OC

C. B. J. M. Rd-2_EXT-1 Earthen 2.5 66.87 OC

S.L. Rd-1 Concrete 3.0 42.75 OC

S.P. Rd-5 Concrete 1.9 59.69 OC

C. B. J. M. Rd-2 Earthen 3.0 86.19 OC

S.L.Rd-11 Concrete 2.2 26.88 OC

S.L. Rd-2_EXT-E5 Concrete 2.3 104.88 OC

S.L. Rd-7 Concrete 1.7 86.55 OC

M.S.Rd-9 Concrete 2.5 78.22 OC

U.S. Rd_EXT-1 Concrete 3.3 301.18 OC

S.L. Rd-2_EXT-WB Bituminus 2.3 62.56 OC

S.K.M. Rd-7 Concrete 3.4 61.65 OC

Udayan School Road Concrete 5.2 53.55 OC

S.P. Rd-12_EXT-A Concrete 2.5 48.63 OC

M.S.Rd-1 Concrete 2.0 74.95 OC

C. B. J. M. Rd-5 Concrete 3.0 61.21 OC

RL. Rd-11 Concrete 2.0 105.03 OC

S.K.M. Rd-3_EXT-4 Concrete 2.2 80.49 OC

M.S.Rd-18 Concrete 1.5 23.34 OC

S.K.M. Rd-7_EXT-C Concrete 2.5 39.36 OC

C. B. J. M. Rd-1 Concrete 3.0 96.67 OC

M.S.Rd-14 Concrete 3.0 87.93 OC

S.L. Rd-3 _EXT-E2 Concrete 1.6 35.51 OC

RL. Rd-10_EXT-3E Concrete 2.8 74.87 OC

Tara Road Earthen 4.0 290.83 OC

S.K.M. Rd-1_EXT Concrete 1.2 41.88 OC

U.S. Rd_EXT-1W-A Concrete 2.0 33.52 OC

RL. Rd-10_EXT-3-E1 Concrete 3.6 65.37 OC

RL. Rd-5 Concrete 2.4 79.25 OC

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Road Name Road Category Road Width Road Length Ins Method

A.U.B. Rd-EXT-S1 Concrete 2.0 35.23 OC

S.P. Rd-12_EXT-G Concrete 4.0 97.87 OC

RL. Rd-9_EXT Concrete 2.0 35.23 OC

S.K.M. Rd-7_EXT-A Concrete 2.5 186.45 OC

G.M. Rd-1 Bituminus 2.6 45.92 OC

S.K.M. Rd-8_EXT-D Concrete 5.0 356.58 OC

S.P. Rd-12_EXT-B Concrete 2.0 53.34 OC

S.P. Rd-12_EXT-A3 Concrete 1.8 18.45 OC

TR Rd_EXT-6 Concrete 3.3 95.94 OC

RL. Rd-2 Concrete 1.5 84.87 OC

S.L. Rd-2_EXT-WA Bituminus 2.7 101.71 OC

S.P. Rd-11-EXT-S Concrete 2.1 35.09 OC

S.K.M. Rd-8_EXT-FS Concrete 2.0 79.79 OC

RL. Rd-10_EXT-3W-1 Concrete 1.9 39.09 OC

S.P. Rd-11_EXT-N1 Concrete 4.0 69.75 OC

C. B. J. M. Rd-6 Concrete 3.0 21.06 OC

RL. Rd-13 Concrete 3.7 96.44 OC

M.S.Rd-9 Concrete 3.0 49.10 OC

C. B. J. M. Rd-5_EXT-1 Concrete 2.7 51.88 OC

S.P. Rd-9_EXT-3 Concrete 2.5 54.90 OC

C. B. J. M. Rd-8 Concrete 2.5 37.47 OC

RL. Rd-13_EXT-4 Concrete 1.7 63.64 OC

RL. Rd-10_EXT-3W Concrete 2.6 76.94 OC

RL. Rd-10_EXT-3E-2 Concrete 3.0 58.40 OC

S.K.M. Rd-8_EXT-D3 Concrete 2.8 38.34 OC

S.L. Rd-2_EXT-E1 Bituminus 3.3 25.74 OC

S.P. Rd-12_EXT-F4 Concrete 3.0 41.98 OC

M.S.Rd-5 Concrete 3.1 22.68 OC

S.L.Rd-10 Earthen 2.2 95.48 OC

S.L.Rd-13_EXT-ND Concrete 3.0 29.53 OC

RL. Rd-1_EXT Concrete 3.0 21.61 OC

U.S. Rd_EXT-2W Concrete 1.2 35.88 OC

S.P. Rd-10_EXT-NA Concrete 2.6 36.20 OC

S.K.M. Rd-8_EXT-FS-1 Concrete 1.8 17.06 OC

S.L. Rd-4 _EXT-1 Concrete 1.8 49.81 OC

S.K.M. Rd-6_EXT-B Concrete 4.3 33.79 OC

S.K.M. Rd-8_EXT-H Concrete 2.0 46.92 OC

S.K.M. Rd-8_EXT-E1 Concrete 4.0 32.06 OC

S.L.Rd-11 Concrete 2.8 113.72 OC

S.K.M. Rd-8_EXT-A Concrete 2.5 47.48 OC

S.P. Rd-11_EXT-N2 Concrete 1.5 19.60 OC

U.S. Rd_EXT-1W-A Concrete 2.4 32.86 OC

U.S. Rd_EXT-1E-A Concrete 2.0 67.42 OC

M.S.Rd-12-EXT-A Concrete 3.3 49.87 OC

RL. Rd-10_EXT-4 Concrete 2.0 13.73 OC

S.L. Rd-3 _EXT-NB Concrete 2.4 24.90 OC

C. B. J. M. Rd-4 Concrete 3.5 76.40 OC

S.P. Rd-12_EXT-G Concrete 1.8 25.82 OC

S.P. Rd-12_EXT-E Concrete 1.5 20.98 OC

S.L. Rd-7 Concrete 2.2 93.44 OC

Udayan School Road Concrete 3.6 84.39 OC

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Road Name Road Category Road Width Road Length Ins Method

U.S. Rd_EXT-5 Concrete 1.0 23.63 OC

M.S. Rd-9_EXT-1 Concrete 2.6 27.68 OC

S.P. Rd-1 Concrete 1.0 33.19 OC

A.U.B. Rd-1_EXT-N1 Concrete 3.9 40.18 OC

RL. Rd-8 Concrete 2.8 198.57 OC

S.L. Rd-2 Bituminus 5.2 318.98 OC

S.K.M. Rd-9 Concrete 4.8 568.88 OC

M.S.Rd-12 Concrete 3.0 159.82 OC

S.L. Rd-2_EXT-WB Concrete 2.2 27.50 OC

S.P. Rd-10 Concrete 1.5 164.52 OC

S.P. Rd-11_EXT-N2B Concrete 2.5 15.13 OC

S.K.M. Rd-1 Concrete 1.5 22.49 OC

RL. Rd-7 Concrete 2.0 18.63 OC

S.P. Rd-12_EXT-A2 Concrete 2.0 16.99 OC

M.S.Rd-10 Concrete 2.5 246.90 OC

M.S.Rd-1 Concrete 2.3 37.30 OC

P.B. Rd-2 Concrete 3.0 34.36 OC

M.S.Rd-2 Concrete 3.0 138.21 OC

RL. Rd-4 Concrete 2.5 16.77 OC

M.S. Rd-7_EXT-3 Concrete 2.2 21.29 OC

C. B. J. M. Rd-3_EXT-1 Earthen 3.3 42.98 OC

U.S. Rd_EXT-6N Concrete 3.3 35.68 OC

Udayan School Road Concrete 4.5 80.27 OC

S.L. Rd-3 _EXT-E Bituminus 3.0 42.86 OC

RL. Rd-10_EXT-3E-3 Concrete 2.4 58.17 OC

TR Rd_EXT-1 Concrete 1.9 46.54 OC

U.S. Rd_EXT-1W-AN Concrete 2.1 21.42 OC

U.S. Rd_EXT-6 Concrete 3.2 74.37 OC

M.S. Rd-5_EXT-1 Concrete 2.0 48.03 OC

S.L. Rd-2_EXT-E2 Concrete 1.5 18.98 OC

C. B. J. M. Rd-3_EXT-2 Concrete 2.0 34.21 OC

RL. Rd-11 Concrete 2.0 24.21 OC

TR Rd_EXT-5 Concrete 3.0 56.40 OC

S.K.M. Rd-7_EXT-B Concrete 4.0 95.10 OC

S.K.M. Rd-8 Bituminus 3.5 117.14 OC

S.K.M. Rd-8_EXT-D1 Concrete 3.0 112.49 OC

M.S.Rd-15_EXT-A Concrete 1.7 29.28 OC

S.P. Rd-12 Concrete 3.5 265.27 OC

S.K.M. Rd-6 Concrete 3.4 120.41 OC

TR Rd_EXT-4 Concrete 3.5 89.86 OC

RL. Rd-12 Concrete 3.0 39.59 OC

S.P. Rd-10_EXT-N Concrete 2.3 69.40 OC

RL. Rd-13_EXT-4 Concrete 1.5 32.21 OC

P.B. Rd-3_EXT-2 Concrete 1.6 28.47 OC

RL. Rd-10_EXT-1E Concrete 3.0 68.79 OC

A.U.B. Rd-1_EXT-N Concrete 3.4 18.73 OC

S.L. Rd-2_EXT-E1-C1 Concrete 2.2 23.08 OC

S.L. Rd-2_EXT-E Bituminus 4.0 127.55 OC

A.U.B. Rd-1_EXT-N2 Concrete 2.4 33.78 OC

S.K.M. Rd-8_EXT-G Concrete 3.0 66.91 OC

S.L. Rd-2_EXT-E3-AN Concrete 1.8 18.55 OC

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Road Name Road Category Road Width Road Length Ins Method

S.L. Rd-1-6 _EXT-EC Concrete 2.7 42.14 OC

S.L. Rd-3 _EXT-E3 Concrete 3.0 49.23 OC

S.L. Rd-3 _EXT-NC Bituminus 2.4 39.92 OC

S.P. Rd-11 Concrete 3.5 104.39 OC

RL. Rd-13_EXT-3 Concrete 1.7 33.76 OC

S.L.Rd-14 Concrete 2.5 61.67 OC

S.P. Rd-4 Bituminus 3.3 24.08 OC

S.P. Rd-11_EXT-N2 Concrete 2.7 128.55 OC

S.P. Rd-11_EXT-N2 Concrete 1.7 40.79 OC

S.K.M. Rd-8_EXT-D6 Concrete 3.5 73.56 OC

S.K.M. Rd-7 Concrete 1.8 18.31 OC

S.L. Rd-2_EXT-E6-A Concrete 1.5 25.15 OC

C. B. J. M. Rd-4_EXT-2 Concrete 3.5 78.07 OC

M.S.Rd-2_EXT-A Concrete 2.2 16.60 OC

S.L. Rd-1-6 _EXT-EB Concrete 2.3 50.47 OC

S.L. Rd-2_EXT-E6 Concrete 3.2 84.47 OC

S.P. Rd-12_EXT-A Concrete 3.7 142.39 OC

S.K.M. Rd-4 Concrete 1.8 62.63 OC

S.P. Rd-11_EXT-N2 Concrete 1.7 46.00 OC

M.S. Rd-5_EXT-4W Concrete 1.9 34.90 OC

S.L.Rd-13 Concrete 2.8 76.75 OC

S.K.M. Rd-3 Concrete 3.6 150.01 OC

S.P. Rd-11_EXT-N2A Concrete 2.5 18.03 OC

M.S.Rd-15_EXT-B Concrete 3.0 87.70 OC

S.P. Rd-11_EXT-N3 Concrete 2.4 77.07 OC

S.L. Rd-2_EXT-E1-A Bituminus 2.7 13.83 OC

RL. Rd-11 Concrete 2.4 53.50 OC

S.L. Rd-3 _EXT-E1 Concrete 1.0 31.28 OC

M.S.Rd-14 Bituminus 3.0 24.84 OC

S.P. Rd-10_EXT-S Bituminus 1.8 39.76 OC

Sordar Para Rd Bituminus 3.2 164.72 OC

S.P. Rd-10_EXT-NC Concrete 2.5 38.14 OC

RL. Rd-3 Concrete 2.5 12.42 OC

S.L.Rd-13_EXT-NB Concrete 3.0 40.61 OC

S.K.M. Rd-8_EXT-FA-1 Concrete 1.4 27.63 OC

RL. Rd-7 Concrete 2.3 18.32 OC

G.M. Rd-3 Concrete 1.5 53.57 OC

S.P. Rd-10_EXT-N Concrete 2.5 62.25 OC

S.K.M. Rd-1_EXT Concrete 1.7 65.54 OC

S.L.Rd-13_EXT-NC Concrete 2.0 12.94 OC

U.S. Rd_EXT-3 Concrete 2.0 59.97 OC

S.L. Rd-3 _EXT-NA Concrete 1.6 51.38 OC

A.U.B. Rd-1_EXT-N2 Concrete 2.5 28.46 OC

RL. Rd-4 Concrete 3.2 37.25 OC

S.L. Rd-2_EXT-WA-1 Bituminus 2.8 55.39 OC

S.P. Rd-7 Concrete 2.4 34.00 OC

M.S.Rd-6 Concrete 2.4 35.24 OC

M.S. Rd-9_EXT-2 Concrete 1.2 29.71 OC

P.B. Rd-2-EXT-3 Concrete 4.0 33.34 OC

S.K.M. Rd-6_EXT-B Concrete 3.5 106.33 OC

S.P. Rd-11_EXT-N1 Concrete 2.7 60.69 OC

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Road Name Road Category Road Width Road Length Ins Method

S.L. Rd-2_EXT-E1-B Concrete 3.0 82.82 OC

U.S. Rd_EXT-1E-B Concrete 2.5 36.64 OC

S.P. Rd-12_EXT-F2 Concrete 4.0 70.51 OC

RL. Rd-11 Concrete 1.3 53.74 OC

S.L. Rd-7_EXT-B Concrete 1.2 27.10 OC

RL. Rd-10_EXT-3 Bituminus 4.3 84.73 OC

U.S. Rd_EXT-1W-B Concrete 3.0 43.58 OC

A.U.B. Rd-1 Concrete 2.0 99.50 OC

S.P. Rd-11 Concrete 3.5 205.01 OC

C. B. J. M. Rd-2 Earthen 2.8 87.39 OC

S.K.M. Rd-3_EXT-1 Concrete 3.8 83.52 OC

M.S.Rd-14_EXT-B Bituminus 3.5 53.60 OC

S.K.M. Rd-5 Concrete 3.6 82.52 OC

Shah Kabir Mazar Rd Bituminus 6.6 452.76 OC

A.U.B. Rd-1_EXT-N Concrete 2.2 38.85 OC

S.K.M. Rd-8_EXT-D4 Concrete 2.2 28.22 OC

U.S. Rd_EXT-2E Bituminus 1.7 37.85 OC

S.K.M. Rd-5 Concrete 2.5 95.91 OC

S.P. Rd-10_EXT-NB Concrete 1.2 28.44 OC

S.K.M. Rd-3 Concrete 3.4 28.50 OC

Peara Bagan Rd Concrete 4.0 141.75 OC

M.S.Rd-7 Concrete 3.2 292.00 OC

S.K.M. Rd-8_EXT-F Concrete 3.6 233.38 OC

U.S. Rd_EXT-1E-C Concrete 2.8 36.77 OC

S.K.M. Rd-7_EXT-D Concrete 4.2 77.33 OC

S.L. Rd-5 Bituminus 2.7 165.78 OC

S.P. Rd-12_EXT-EA-1 Concrete 3.8 96.08 OC

S.K.M. Rd-7 Concrete 3.4 98.76 OC

RL. Rd-4_EXT-2 Concrete 2.0 41.92 OC

M.S.Rd-2_EXT-B Concrete 2.4 30.77 OC

RL. Rd-2 Bituminus 3.6 119.36 OC

S.K.M. Rd-8_EXT-B1 Concrete 2.5 81.05 OC

S.L. Rd-4 Concrete 2.7 182.35 OC

S.L.Rd-13_EXT-NC Concrete 2.0 89.20 OC

M.S.Rd-13 Bituminus 1.8 39.33 OC

RL. Rd-10_EXT-2 Concrete 3.0 91.52 OC

S.P. Rd-3 Concrete 1.7 41.61 OC

S.L.Rd-9 Earthen 3.0 60.54 OC

U.S. Rd_EXT-1E-D Concrete 2.5 22.38 OC

S.K.M. Rd-3_EXT-4 Concrete 2.3 29.15 OC

TR Rd_EXT-E Concrete 1.0 11.82 OC

M.S.Rd-1 Concrete 2.6 54.26 OC

RL. Rd-10_EXT-3-E Concrete 3.5 38.95 OC

Sordarr Para Rd Bituminus 4.0 201.61 OC

S.L.Rd-13_EXT-N-A Concrete 2.0 26.15 OC

Fakir Bari Road_EXT Concrete 1.4 74.13 OC

G.M. Rd-2 Earthen 2.0 63.05 OC

S.P. Rd-12_EXT-F Concrete 1.8 19.98 OC

RL. Rd-4_EXT-3E Bituminus 2.3 80.40 OC

S.P. Rd-9 Earthen 2.4 123.58 OC

RL. Rd-7 Concrete 3.8 180.10 OC

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Road Name Road Category Road Width Road Length Ins Method

S.K.M. Rd-8_EXT-C Concrete 4.0 76.53 OC

M.S.Rd-14 Concrete 3.7 117.42 OC

S.P. Rd-8 Bituminus 2.4 112.01 OC

Fakir Bari Road Concrete 1.8 148.91 OC

C. B. J. M. Rd-5 Concrete 3.0 73.21 OC

RL. Rd-9 Concrete 2.8 39.01 OC

TR Rd_EXT-3 Bituminus 1.5 58.83 OC

M.S.Rd-4 Concrete 1.8 25.57 OC

RL. Rd-10_EXT-1 Concrete 3.6 99.66 OC

S.K.M. Rd-8_EXT-FE Concrete 3.5 102.28 OC

RL. Rd-2_EXT Concrete 2.2 32.91 OC

S.P. Rd-2 Concrete 2.6 33.88 OC

S.K.M. Rd-3_EXT-2 Concrete 1.8 56.86 OC

RL. Rd-13 Concrete 4.0 73.28 OC

S.L.Rd-13_EXT-N Concrete 3.0 197.77 OC

RL. Rd-4 Concrete 2.8 215.21 OC

C. B. J. M. Rd-7 Concrete 3.5 85.18 OC

U.S. Rd_EXT-1E-C Concrete 2.8 11.68 OC

U.S. Rd_EXT-4 Concrete 1.5 21.41 OC

M.S.Rd-15 Concrete 3.0 153.22 OC

S.L. Rd-2_EXT-E3-A Bituminus 2.6 60.18 OC

S.L. Rd-2_EXT-E6 Concrete 3.4 54.52 OC

M.S.Rd-11 Concrete 3.1 21.18 OC

M.S. Rd-7_EXT-1 Concrete 1.2 21.54 OC

S.P. Rd-9_EXT-2 Concrete 2.8 51.78 OC

S.L.Rd-13 Earthen 2.0 68.23 OC

Muktijodha Sharani Rd Bituminus 5.6 89.66 OC

S.P. Rd-11 Concrete 4.7 57.97 OC

P.B. Rd-3 Concrete 2.0 152.07 OC

S.P. Rd-10_EXT-NA Concrete 2.7 38.59 OC

RL. Rd-10_EXT-3W-3 Concrete 1.3 48.36 OC

M.S. Rd-3_EXT Concrete 3.0 144.77 OC

S.L. Rd-3 _EXT-E Bituminus 3.0 149.79 OC

S.L. Rd-2_EXT-WA-2 Bituminus 2.4 37.57 OC

Chalabon Baitor Nur Jame

Masjid Road Concrete 2.0 38.88 OC

P.B. Rd-2-EXT-4 Concrete 4.0 38.67 OC

RL. Rd-10_EXT-3-E2 Concrete 1.3 14.24 OC

RL. Rd-13_EXT-1 Concrete 1.6 78.74 OC

RL. Rd-4_EXT-3 Bituminus 3.0 30.71 OC

S.K.M. Rd-2 Concrete 4.8 27.13 OC

S.P. Rd-12 Concrete 4.5 259.44 OC

M.S. Rd-5_EXT-4 Concrete 3.9 55.98 OC

U.S. Rd_EXT-1E-C2 Concrete 1.1 60.14 OC

Shah Kabir Mazar Rd Bituminus 6.8 102.28 OC

M.S.Rd-5 Concrete 3.6 121.70 OC

S.L. Rd-7_EXT-A Concrete 1.2 38.86 OC

RL. Rd-1 Concrete 3.0 37.56 OC

M.S.Rd-8 Concrete 2.3 35.43 OC

M.S. Rd-1_EXT-2 Concrete 1.8 42.15 OC

M.S.Rd-11 Concrete 2.9 14.06 OC

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Road Name Road Category Road Width Road Length Ins Method

S.K.M. Rd-1_EXT Concrete 3.2 80.78 OC

U.S. Rd_EXT-7 Concrete 2.8 41.38 OC

RL. Rd-4_EXT-1 Concrete 1.1 33.83 OC

M.S. Rd-5_EXT-3 Concrete 3.6 53.43 OC

P.B. Rd-3_EXT-1 Concrete 2.0 54.60 OC

S.K.M. Rd-8_EXT-B Concrete 2.9 48.45 OC

U.S. Rd_EXT-1E-A Concrete 2.0 52.24 OC

Gawair Madrasha Rd Earthen 4.0 217.31 OC

Gawair Madrasha Rd Concrete 4.0 58.18 OC

Tara Road Earthen 4.0 61.44 OC

DMA: 913; ICB 2.8

Road Name Road Category Road Width Road Length

Ins

Method

AB. Razzak Road No-01 Bituminus 4.5 136.84 HDD

AB. Razzak Road No-1/A Concrete 1.9 110.04 OC

AB. Razzak Road No-2/A Bituminus 2.0 10.97 HDD

AB. Razzak Road No-2/B Bituminus 2.7 81.59 HDD

AB. Razzak Road No-2/C Bituminus 1.8 19.86 HDD

AB. Razzak Road No-2/C Bituminus 4.7 283.17 HDD

AB. Razzak Road No-2/C Bituminus 2.3 72.32 HDD

AB. Razzak Road No-2/D Earthen 3.3 130.96 OC

AB. Razzak Road No-2/E Bituminus 3.5 199.11 HDD

AB. Razzak Road No-2/F Concrete 4.7 85.66 OC

AB. Razzak Road No-2/G Earthen 1.7 32.89 OC

AB. Razzak Road No-2/H Earthen 2.7 27.20 OC

AB. Razzak Road No-4 Earthen 1.8 63.50 OC

AB. Razzak Road No-5 Earthen 4.7 209.89 OC

AB. Razzak Road No-5/A Earthen 3.5 76.24 OC

AB. Razzak Road No-6 Earthen 2.2 44.13 OC

AB. Razzak Road No-7 Earthen 2.8 72.03 OC

Ashkona Road Bituminus 2.4 168.87 HDD

Ashkona Road Bituminus 4.5 89.53 HDD

Ashkona Road No-1 Bituminus 4.5 141.87 HDD

Ashkona Road No-1 Concrete 2.8 114.66 OC

Ashkona Road No-1/A Bituminus 1.7 23.01 HDD

Ashkona Road No-1/B Bituminus 2.7 54.07 HDD

Ashkona Road No-1/B_1 Bituminus 3.2 45.30 HDD

Ashkona Road No-1/C Bituminus 2.5 18.33 HDD

Ashkona Road No-1/D Bituminus 2.6 37.24 HDD

Ashkona Road No-1/D Bituminus 1.8 24.61 HDD

Ashkona Road No-1/E Bituminus 3.3 22.61 HDD

Ashkona Road No-1/G Bituminus 2.3 49.44 HDD

Ashkona Road No-10 Bituminus 1.6 83.61 HDD

Ashkona Road No-10/B Concrete 1.6 28.59 OC

Ashkona Road No-10/C Concrete 1.5 25.79 OC

Ashkona Road No-10A Concrete 2.0 35.96 OC

Ashkona Road No-10A Concrete 2.2 146.33 OC

Ashkona Road No-3/B Bituminus 3.0 65.84 HDD

Ashkona Road No-3/D Bituminus 1.7 35.42 HDD

Ashkona Road No-4/A Concrete 2.4 107.41 OC

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Ashkona Road No-4/B Concrete 1.5 36.58 OC

Ashkona Road No-5 Bituminus 3.7 154.05 HDD

Ashkona Road No-5/A Bituminus 2.5 15.71 HDD

Ashkona Road No-5/B Bituminus 1.2 18.53 HDD

Ashkona Road No-5/C Bituminus 3.6 68.70 HDD

Ashkona Road No-6 Bituminus 2.0 41.94 HDD

Ashkona Road No-7 Concrete 3.6 108.52 OC

Ashkona Road No-7 Bituminus 2.3 29.89 HDD

Ashkona Road No-7 Concrete 1.5 73.88 OC

Ashkona Road No-7/A Concrete 3.4 48.89 OC

Ashkona Road No-7B Concrete 2.0 27.96 OC

Ashkona Road No-8 Concrete 1.5 30.25 OC

Ashkona Road No-9 Concrete 2.2 90.54 OC

Ashkona Road_EXT Concrete 2.5 24.43 OC

Ashkona Road-1/B Bituminus 2.4 13.79 HDD

Askona College Road Concrete 3.6 245.27 OC

Askona College Road_EXT Concrete 2.8 24.92 OC

Askona College Road_EXT Bituminus 3.0 38.48 HDD

BB-18 Concrete 1.0 42.65 OC

College Road Concrete 3.6 109.68 OC

College Road Bituminus 1.8 20.65 HDD

College Road Bituminus 4.2 150.53 HDD

College Road Bituminus 6.0 283.43 HDD

College Road Bituminus 5.0 23.48 HDD

College Road Concrete 3.0 50.56 OC

College Road Concrete 4.3 167.08 OC

College Road Bituminus 4.4 190.46 HDD

College Road Bituminus 4.2 78.74 HDD

College Road Bituminus 4.6 94.64 HDD

College Road Concrete 3.5 43.51 OC

College Road Bituminus 3.3 77.57 HDD

College Road Bituminus 3.1 58.29 HDD

College Road Concrete 4.2 230.49 OC

College Road Bituminus 5.3 786.71 HDD

College Road No-1 Concrete 1.7 88.56 OC

College Road No-1 Bituminus 3.9 96.25 HDD

College Road No-1 Concrete 4.7 24.52 OC

College Road No-1_EXT Bituminus 1.7 46.83 HDD

College Road No-10 Concrete 5.4 75.16 OC

College Road No-11 Concrete 3.7 45.87 OC

College Road No-11 Bituminus 2.4 60.35 HDD

College Road No-11 Bituminus 5.1 98.58 HDD

College Road No-12 Concrete 3.6 56.90 OC

College Road No-12 Concrete 2.4 72.64 OC

College Road No-13 Concrete 3.0 65.40 OC

College Road No-13 Concrete 2.7 58.62 OC

College Road No-13 Concrete 2.8 33.52 OC

College Road No-14 Concrete 1.8 44.56 OC

College Road No-14 Concrete 3.7 76.39 OC

College Road No-14_EXT Concrete 2.0 15.43 OC

College Road No-15 Bituminus 2.0 54.96 HDD

College Road No-16 Concrete 1.8 56.34 OC

College Road No-17 Concrete 3.8 79.16 OC

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College Road No-18 Concrete 2.3 91.35 OC

College Road No-19 Earthen 2.8 90.29 OC

College Road No-2 Bituminus 2.5 56.17 HDD

College Road No-2 Bituminus 2.3 46.29 HDD

College Road No-2 Concrete 1.6 61.55 OC

College Road No-2 Bituminus 3.0 89.31 HDD

College Road No-2 Bituminus 3.5 131.74 HDD

College Road No-2 Concrete 3.1 73.97 OC

College Road No-2_EXT Bituminus 2.3 21.76 HDD

College Road No-20 Earthen 2.5 42.11 OC

College Road No-3 Bituminus 3.5 151.30 HDD

College Road No-3 Bituminus 2.0 49.01 HDD

College Road No-3 Bituminus 1.8 92.75 HDD

College Road No-3 Bituminus 2.4 27.77 HDD

College Road No-3_EXT Bituminus 3.2 31.74 HDD

College Road No-3_EXT Bituminus 3.3 19.45 HDD

College Road No-3_EXT Bituminus 2.3 22.96 HDD

College Road No-4 Bituminus 4.2 44.52 HDD

College Road No-4 Concrete 2.5 82.95 OC

College Road No-4 Bituminus 2.7 17.97 HDD

College Road No-4 Concrete 2.6 27.89 OC

College Road No-4 Bituminus 2.8 130.34 HDD

College Road No-4 Bituminus 2.3 56.50 HDD

College Road No-4 Bituminus 2.7 99.61 HDD

College Road No-4/B Bituminus 2.2 28.36 HDD

College Road No-5 Bituminus 1.5 31.61 HDD

College Road No-5 Bituminus 1.6 44.92 HDD

College Road No-5 Concrete 3.0 31.86 OC

College Road No-5 Bituminus 3.2 65.49 HDD

College Road No-5_EXT Bituminus 2.3 21.46 HDD

College Road No-6 Bituminus 1.8 53.44 HDD

College Road No-6 Concrete 2.2 67.67 OC

College Road No-6 Concrete 2.8 92.69 OC

College Road No-6 Bituminus 3.2 37.64 HDD

College Road No-6_EXT Concrete 2.0 14.92 OC

College Road No-7 Concrete 2.5 36.94 OC

College Road No-7 Concrete 1.8 32.66 OC

College Road No-7 Concrete 2.2 133.45 OC

College Road No-7/A Bituminus 1.5 30.14 HDD

College Road No-7/A Bituminus 3.5 238.38 HDD

College Road No-7/B Bituminus 1.2 28.33 HDD

College Road No-7/B Bituminus 1.6 40.76 HDD

College Road No-7/C Bituminus 1.7 22.58 HDD

College Road No-8 Concrete 3.6 57.19 OC

College Road No-8 Concrete 2.0 111.42 OC

College Road No-8 Bituminus 2.7 98.72 HDD

College Road No-8_EXT Bituminus 2.3 30.74 HDD

College Road No-9 Bituminus 3.6 200.28 HDD

College Road No-9 Concrete 1.7 37.03 OC

College Road No-9/B Bituminus 2.0 30.13 HDD

College Road No-9/H Bituminus 3.0 37.89 HDD

College Road_EXT Concrete 2.9 22.02 OC

College Road_EXT Concrete 3.5 90.33 OC

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College Road_EXT Bituminus 3.2 151.74 HDD

College Road_EXT Bituminus 1.8 30.22 HDD

College Road_EXT Bituminus 2.4 55.51 HDD

College Road_EXT Bituminus 2.3 12.42 HDD

College Road_EXT Bituminus 1.2 28.28 HDD

College Road_EXT_2 Bituminus 1.3 37.58 HDD

Dillar Bari Road Bituminus 3.0 272.11 HDD

Dillar Bari Road No-1 Bituminus 1.8 122.80 HDD

Dillar Bari Road-2 Concrete 1.4 80.22 OC

Dillar Bari Road-2/A Bituminus 1.5 29.03 HDD

Dillar Bari Road-2/B Concrete 2.4 49.48 OC

Dillar Bari Road-3 Concrete 3.5 118.13 OC

Haji Elahi Box Road Concrete 3.6 117.23 OC

Haji Elahi Box Road Concrete 2.0 7.50 OC

Haji Elahi Box Road Concrete 1.7 74.18 OC

Haji Elahi Box Road N0-2_EXT Concrete 2.5 42.42 OC

Haji Elahi Box Road N0-3 Bituminus 3.0 29.48 HDD

Haji Elahi Box Road No- 1_EXT Concrete 1.1 30.11 OC

Haji Elahi Box Road No- 2 Concrete 2.4 63.72 OC

Haji Elahi Box Road No- 3 Bituminus 2.7 34.78 HDD

Haji Elahi Box Road No_EXT Concrete 1.0 8.18 OC

Haji Elahi Box Road No-2_EXT Concrete 3.0 35.78 OC

Haji Elahi Box Road No-3 Bituminus 3.6 46.87 HDD

Haji Elahi Box Road_Ex Concrete 1.9 5.20 OC

Haji Elahi Box Road_EXT Concrete 2.4 22.73 OC

Haji Elahi Box Road_EXT Concrete 1.5 16.58 OC

Hazi Ab. Razzak Road Bituminus 3.5 32.00 HDD

Hazi Camp Road No-1 Concrete 8.2 411.45 OC

Hazi Camp Road No-1 Bituminus 1.8 38.99 HDD

Hazi Camp Road No-1/A Bituminus 2.0 58.12 HDD

Hazi Camp Road No-1/B Concrete 5.5 61.50 OC

Hazi Camp Road No-1/B Concrete 6.0 55.14 OC

Hazi Camp Road No-1/B Concrete 4.1 72.93 OC

Hazi Camp Road No-2 Bituminus 3.6 167.15 HDD

Hazi Camp Road No-2 Bituminus 1.7 47.07 HDD

Hazi Camp Road No-2 Bituminus 1.8 61.80 HDD

Hazi Camp Road No-2 Concrete 1.7 20.22 OC

Hazi Camp Road No-2/A Bituminus 2.9 71.86 HDD

Hazi Camp Road No-2/A_EXT Bituminus 1.5 34.11 HDD

Hazi Camp Road No-2/B Bituminus 2.9 73.38 HDD

Hazi Camp Road No-2/B Bituminus 5.1 49.51 HDD

Hazi Camp Road No-2/C Bituminus 1.5 44.45 HDD

Hazi Camp Road No-2/D Bituminus 1.5 29.90 HDD

Hazi Camp Road No-2/E Bituminus 3.0 74.29 HDD

Hazi Camp Road No-2/F Earthen 1.6 55.26 OC

Hazi Camp Road No-2/G Earthen 1.5 95.56 OC

Hazi Camp Road No-2_Ex Bituminus 3.2 158.65 HDD

Hazi Camp Road No-2F Earthen 2.0 52.21 OC

Hazi Camp Road No-3 Bituminus 2.1 63.69 HDD

Hazi Camp Road No-3 Earthen 3.5 214.14 OC

Hazi Camp Road No-3 Concrete 3.8 50.74 OC

Hazi Camp Road No-3/A Concrete 1.5 27.65 OC

Hazi Camp Road No-3/A Bituminus 2.0 30.98 HDD

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Hazi Camp Road No-3/A Concrete 2.5 64.26 OC

Hazi Camp Road No-3/B Concrete 2.7 81.41 OC

Hazi Camp Road No-3/C Concrete 2.9 67.83 OC

Hazi Camp Road No-3/C Concrete 2.0 66.10 OC

Hazi Camp Road No-3/C Earthen 1.4 23.48 OC

Hazi Camp Road No-4 Concrete 5.0 137.89 OC

Irshad Colony Road No-1 Bituminus 2.2 98.85 HDD

Irshad Colony Road No-2 Bituminus 1.8 22.92 HDD

Irshad Colony Road No-2 Bituminus 2.0 186.53 HDD

Irshad Colony Road No-3 Bituminus 1.6 38.52 HDD

Irshad Colony Road No-3 Concrete 1.0 61.29 OC

Irshad Colony Road No-4 Bituminus 1.6 27.77 HDD

Irshad Colony Road No-4 Bituminus 2.0 54.05 HDD

Irshad Colony Road No-4_EXT Bituminus 2.0 28.66 HDD

Irshad Colony Road No-5 Bituminus 3.2 85.79 HDD

Irshad Colony Road No-5_EXT Bituminus 1.2 27.34 HDD

Irshad Colony Road No-6 Concrete 1.0 32.83 OC

Irshad Colony Road No-6 Concrete 2.0 16.38 OC

Irshad Colony Road No-7 Concrete 1.5 29.79 OC

Irshad Colony Road No-8 Concrete 3.0 47.68 OC

Irshad Colony Road_Ex Bituminus 2.0 28.86 HDD

Johurunnessa Madrasha Road Concrete 2.5 79.10 OC

Kalil Box Road Bituminus 1.3 13.83 HDD

Madical Road Bituminus 5.1 366.98 HDD

Madical Road Bituminus 3.2 172.50 HDD

Madical Road No-1 Bituminus 1.8 30.05 HDD

Madical Road No-5 Concrete 5.1 246.70 OC

Madical Road No-6 Bituminus 2.5 34.94 HDD

Madical Road_EXT Concrete 3.5 100.16 OC

Madical Road_EXT Earthen 3.5 79.44 OC

Medical Road Bituminus 3.3 3.83 HDD

Medical Road Bituminus 1.8 2.52 HDD

Medical Road Bituminus 3.3 109.94 HDD

Medical Road No-1 Bituminus 2.4 38.57 HDD

Medical Road No-1 Bituminus 5.0 105.95 HDD

Medical Road No-1 Bituminus 3.8 90.43 HDD

Medical Road No-10 Bituminus 2.0 137.37 HDD

Medical Road No-12 Bituminus 3.1 39.65 HDD

Medical Road No-12_Ex Concrete 2.5 33.87 OC

Medical Road No-2 Bituminus 1.8 60.92 HDD

Medical Road No-2 Bituminus 1.8 160.03 HDD

Medical Road No-3 Bituminus 1.8 45.80 HDD

Medical Road No-3/A Concrete 1.5 33.34 OC

Medical Road No-3/B Concrete 2.2 28.47 OC

Medical Road No-3/B Concrete 3.2 48.79 OC

Medical Road No-3/B_EXT Concrete 1.6 38.65 OC

Medical Road No-3/C_EXT Concrete 1.0 11.94 OC

Medical Road No-3/D Earthen 2.2 31.95 OC

Medical Road No-3/E Concrete 1.9 41.99 OC

Medical Road No-3F Earthen 2.7 23.37 OC

Medical Road No-4/A Concrete 3.0 40.15 OC

Medical Road No-4/C Concrete 1.7 64.72 OC

Medical Road No-4_EXT Bituminus 0.7 44.17 HDD

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Medical Road No-4B Concrete 2.0 34.27 OC

Medical Road No-5 Earthen 3.5 2.71 OC

Medical Road No-5 Bituminus 2.8 51.61 HDD

Medical Road No-7 Bituminus 2.5 37.29 HDD

Medical Road No-8 Bituminus 1.7 35.73 HDD

Medical Road_EXT Bituminus 2.7 44.33 HDD

Medical Road_EXT Bituminus 2.5 39.57 HDD

Medical Road_EXT Concrete 2.3 26.97 OC

Medical Road_EXT Bituminus 2.3 33.17 HDD

Medical Road-4 Bituminus 2.6 228.45 HDD

Mojammel Haque Road Concrete 7.0 1065.82 OC

Mojammel Haque Road Bituminus 4.1 89.86 HDD

Mojammel Haque Road Concrete 4.2 22.51 OC

Mojammel Haque Road No-12 Concrete 1.0 20.24 OC

Mojammel Haque Road No-13 Concrete 3.4 45.83 OC

Mojammel Haque Road No-15_EXT Concrete 4.0 78.58 OC

Mojammel Haque Road No-16 Concrete 2.4 50.82 OC

Mojammel Haque Road No-16 Concrete 1.5 17.57 OC

Mojammel Haque Road No-18 Concrete 3.0 116.05 OC

Mojammel Haque Road No-19 Concrete 3.6 31.83 OC

Mojammel Haque Road No-20 Concrete 4.5 153.26 OC

Mojammel Haque Road No-21 Earthen 2.1 61.68 OC

Mojammel Haque Road No-21 Earthen 2.3 67.14 OC

Mojammel Haque Road No-23 Concrete 3.0 142.79 OC

Mojammel Haque Road No-24 Concrete 2.2 21.84 OC

Mojammel Haque Road No-25 Concrete 1.8 22.97 OC

Mojammel Haque Road No-28 Bituminus 1.2 74.32 HDD

Mojammel Haque Road No-29_EXT Bituminus 1.8 51.07 HDD

Mojammel Haque Road No-3 Bituminus 2.0 30.09 HDD

Mojammel Haque Road No-5 Bituminus 2.5 89.39 HDD

Mojammel Haque Road No-7 Bituminus 2.4 49.99 HDD

Mojammel Haque Road-1 Concrete 4.0 380.17 OC

Mojammel Haque Road-10 Concrete 2.0 38.61 OC

Mojammel Haque Road-12 Concrete 1.8 39.98 OC

Mojammel Haque Road-12 Concrete 4.7 281.47 OC

Mojammel Haque Road-14 Concrete 3.9 58.60 OC

Mojammel Haque Road-15 Concrete 4.7 151.31 OC

Mojammel Haque Road-15 Concrete 2.7 48.17 OC

Mojammel Haque Road-15_EXT Earthen 2.7 28.44 OC

Mojammel Haque Road-17 Concrete 3.1 54.67 OC

Mojammel Haque Road-19 Concrete 2.0 29.09 OC

Mojammel Haque Road-19 Bituminus 2.0 33.23 HDD

Mojammel Haque Road-2 Concrete 3.5 46.42 OC

Mojammel Haque Road-22 Bituminus 4.4 108.88 HDD

Mojammel Haque Road-22 Concrete 3.0 28.02 OC

Mojammel Haque Road-26 Concrete 1.9 40.82 OC

Mojammel Haque Road-27 Concrete 1.2 23.45 OC

Mojammel Haque Road-27 Concrete 1.0 16.53 OC

Mojammel Haque Road-29 Bituminus 3.2 145.78 HDD

Mojammel Haque Road-31 Bituminus 1.8 82.72 HDD

Mojammel Haque Road-32 Bituminus 1.2 31.05 HDD

Mojammel Haque Road-32_EXT Bituminus 1.2 14.41 HDD

Mojammel Haque Road-4 Bituminus 3.4 47.65 HDD

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Mojammel Haque Road-5_EXT Bituminus 1.5 41.24 HDD

Mojammel Haque Road-6 Bituminus 1.8 32.22 HDD

Mojammel Haque Road-A Concrete 3.0 43.85 OC

Nadda Para Road Concrete 5.5 156.27 OC

Nodda Para Mosque Road Concrete 3.8 21.84 OC

Nodda Para Mosque Road Concrete 2.6 169.47 OC

Nodda Para Mosque Road Concrete 3.0 53.15 OC

Nodda Para Road Concrete 6.9 755.93 OC

Nodda Para Road_EXT Bituminus 1.2 45.90 HDD

Noddapara road Concrete 5.0 520.57 OC

NR No-11 Concrete 2.2 58.99 OC

NR-1 Concrete 1.8 35.77 OC

NR-10 Concrete 2.0 57.51 OC

NR-11 Concrete 5.1 182.49 OC

NR-11 Concrete 2.5 18.74 OC

NR-12 Bituminus 2.3 48.25 HDD

NR-13 Concrete 2.1 106.59 OC

NR-13_EXT Bituminus 1.2 48.45 HDD

NR-13_EXT Concrete 2.1 79.34 OC

NR-14 Bituminus 1.3 48.83 HDD

NR-15 Bituminus 1.2 41.76 HDD

NR-17 Concrete 3.4 320.77 OC

NR-18 Bituminus 2.3 63.18 HDD

NR-2 Bituminus 1.8 26.47 HDD

NR-3 Concrete 3.2 67.36 OC

NR-5 Concrete 3.8 89.29 OC

NR-6 Concrete 2.0 19.58 OC

NR-7 Bituminus 3.0 279.08 HDD

NR-8 Concrete 2.6 138.61 OC

NR-8_Ex Concrete 3.3 44.12 OC

NR-8_EXT Concrete 2.0 36.72 OC

Prembagan Road Concrete 5.7 373.00 OC

Prembagan Road Concrete 1.4 20.15 OC

Prembagan Road No-1 Concrete 3.3 53.48 OC

Prembagan Road No-1 Concrete 1.6 21.21 OC

Prembagan Road No-2 Concrete 2.4 29.91 OC

Prembagan Road No-3 Concrete 1.4 26.99 OC

Prembagan Road No-3 Concrete 2.7 35.68 OC

Prembagan Road No-4 Concrete 2.2 47.36 OC

Prembagan Road No-5 Earthen 5.0 44.03 OC

Prembagan Road No-5 Earthen 3.5 36.63 OC

Prembagan Road No-6 Concrete 3.1 50.08 OC

Prembagan Road No-6 Bituminus 1.5 32.29 HDD

Prembagan Road No-6 Concrete 1.0 19.68 OC

Prembagan Road No-6_Ex Concrete 2.6 14.01 OC

Prembagan Road No-6_EXT_2 Concrete 1.0 11.71 OC

Prembagan Road No-7 Concrete 3.6 82.90 OC

Prembagan Road No-8 Bituminus 2.4 41.84 HDD

Prembagan Road No-9 Concrete 1.9 62.43 OC

R-3A Concrete 1.5 43.59 OC

Rail Colony Road No-1 Concrete 10.0 194.61 OC

Rail Colony Road-2 Concrete 3.0 54.14 OC

Road N0-3 Concrete 4.2 101.73 OC

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Road N0-3J_EXT Bituminus 2.0 37.41 HDD

Road No-3G Concrete 3.0 210.72 OC

Road No-3L Concrete 2.0 42.60 OC

Road_3I_EXT Bituminus 4.5 24.39 HDD

Road-3C Bituminus 3.5 75.26 HDD

Road-3D Bituminus 2.0 78.41 HDD

Road-3D Bituminus 1.2 45.05 HDD

Road-3D Bituminus 1.0 23.91 HDD

Road-3H Bituminus 3.5 103.61 HDD

Road-3H_Ex Bituminus 2.1 32.60 HDD

Road-3I Bituminus 4.5 229.78 HDD

Road-3J Bituminus 3.2 192.40 HDD

Road-3J_EXT Bituminus 2.2 29.58 HDD

Road-3K Bituminus 2.0 46.86 HDD

Shahee Masjud Road Concrete 3.8 206.78 OC

Shahee Masjud Road Concrete 3.8 24.84 OC

Shahee Masjud Road Concrete 3.8 199.33 OC

Shahee Masjud Road Concrete 2.4 30.86 OC

Shahee Masjud Road No-1 Concrete 8.1 27.73 OC

Shahee Masjud Road No-1 Bituminus 1.8 107.75 HDD

Shahee Masjud Road No-2 Concrete 3.5 202.04 OC

Shahee Masjud Road No-3 Concrete 3.0 91.89 OC

Shahee Masjud Road No-3 Concrete 2.0 42.55 OC

Shahee Masjud Road No-3 Concrete 2.1 101.10 OC

Shahee Masjud Road_2_EXT Concrete 2.0 35.38 OC

Shahee Masjud Road_EXT Concrete 1.2 12.22 OC

Shahee Masjud Road-2 Concrete 2.1 27.69 OC

Shahee Masjud Road-2_EXT Concrete 3.5 39.35 OC

Shaheed Latif Road No-1 Concrete 4.0 293.18 OC

Shaheed Latif Road No-1 Concrete 2.7 19.95 OC

Shaheed Latif Road No-1/A Concrete 2.4 54.70 OC

Shaheed Latif Road No-1/A Concrete 2.0 63.90 OC

Shaheed Latif Road No-1/A_Ex Concrete 2.0 33.19 OC

Shaheed Latif Road No-1/B Concrete 3.0 62.29 OC

Shaheed Latif Road No-1/C Concrete 3.2 51.85 OC

Shaheed Latif Road No-1/D Earthen 2.0 22.64 OC

Shaheed Latif Road No-1/E Bituminus 3.2 171.52 HDD

Shaheed Latif Road No-1/F Earthen 3.7 39.05 OC

Shaheed Latif Road No-1/F Bituminus 3.2 72.61 HDD

Shaheed Latif Road No-1/F Earthen 3.3 127.37 OC

Shaheed Latif Road No-1/F Bituminus 2.5 76.95 HDD

Shaheed Latif Road No-1/F Bituminus 2.6 128.80 HDD

Shaheed Latif Road No-1/F to

Shaheed Latif Road No-1/G Earthen 3.7 1.90 OC

Shaheed Latif Road No-1/G Earthen 2.1 30.71 OC

Shaheed Latif Road No-1/G Earthen 3.8 91.44 OC

Shaheed Latif Road No-1/G_EXT Earthen 3.5 20.70 OC

Shaheed Latif Road No-1/G_EXT Earthen 2.1 64.48 OC

Shaheed Latif Road No-1_Ex Earthen 2.1 31.83 OC

Shaheed Latif Road No-1_EXT Concrete 2.7 53.75 OC

Shaheed Latif Road No-1_EXT Concrete 1.5 16.33 OC

Shaheed Latif Road No-12 Concrete 2.7 107.04 OC

Shaheed Latif Road No-1D Earthen 3.5 144.56 OC

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Shaheed Latif Road No-2 Earthen 2.2 28.18 OC

Shaheed Latif Road No-2 Earthen 3.0 407.64 OC

Shaheed Latif Road No-4 Earthen 3.7 193.82 OC

Shaheed Latif Road No-4 Concrete 2.5 72.46 OC

Shaheed Latif Road No-4 Earthen 3.2 98.60 OC

Shaheed Latif Road No-4/A Concrete 2.7 83.23 OC

Shaheed Latif Road No-4/A Concrete 4.2 78.30 OC

Shaheed Latif Road No-4/A_EXT Concrete 1.5 20.94 OC

Shaheed Latif Road No-4/A_EXT Concrete 2.7 12.65 OC

Shaheed Latif Road No-4/A_EXT Bituminus 2.4 30.45 HDD

Shaheed Latif Road No-4/A_EXT Concrete 2.7 24.07 OC

Shaheed Latif Road No-4_EXT Earthen 2.7 72.45 OC

Shaheed Latif Road No-4_EXT Earthen 2.7 27.39 OC

Shaheed Latif Road No-5 Bituminus 4.2 237.95 HDD

Shaheed Latif Road No-5 Concrete 2.4 120.58 OC

Shaheed Latif Road No-5 Bituminus 2.3 97.09 HDD

Shaheed Latif Road No-5 Bituminus 4.2 96.48 HDD

Shaheed Latif Road No-5 Bituminus 4.3 113.37 HDD

Shaheed Latif Road No-5 Concrete 3.6 100.83 OC

Shaheed Latif Road No-5/A Concrete 3.5 151.02 OC

Shaheed Latif Road No-5/A_EXT Concrete 2.0 71.22 OC

Shaheed Latif Road No-6 Bituminus 3.1 104.49 HDD

Shaheed Latif Road No-6/A Bituminus 2.8 152.82 HDD

Shaheed Latif Road No-6/A Bituminus 3.0 67.22 HDD

Shaheed Latif Road No-6/A_EXT Bituminus 3.0 16.34 HDD

Shaheed Latif Road No-7 Bituminus 3.5 106.42 HDD

Shaheed Latif Road No-7_EXT Concrete 2.1 21.96 OC

Shaheed Latif Road No-7_EXT Bituminus 3.3 16.93 HDD

Shaheed Latif Road_EXT Concrete 4.2 49.66 OC

Shahid Latif Road Concrete 7.0 1081.96 OC

TR-1 Concrete 3.7 187.73 OC

TR-2 Concrete 4.0 64.87 OC

TR-3 Concrete 3.2 80.93 OC

TR-3_EXT Concrete 1.8 34.12 OC

TR-5 Concrete 4.0 35.93 OC

TR-5 Concrete 4.0 187.17 OC

TR-5 Concrete 3.6 31.87 OC

TR-5 Concrete 3.6 199.93 OC

TR-5_EXT_2 Concrete 4.0 29.79 OC

Uccho Biddaloy Road N0-11 Concrete 1.8 48.00 OC

Uccho Biddaloy Road N0-13 Concrete 2.3 155.87 OC

Uccho Biddaloy Road N0-19 Concrete 2.5 55.59 OC

Uccho Biddaloy Road N0-2 Concrete 3.1 154.42 OC

Uccho Biddaloy Road N0-22 Concrete 2.1 26.57 OC

Uccho Biddaloy Road No-10 Concrete 5.2 369.77 OC

Uccho Biddaloy Road No-17 Concrete 3.5 84.57 OC

Uccho Biddaloy Road No-2/F Earthen 3.7 117.42 OC

Uccho Biddaloy Road No-20 Concrete 2.5 57.05 OC

Uccho Biddaloy Road No-23 Concrete 1.6 66.91 OC

Uccho Biddaloy Road No-3 Bituminus 1.7 48.18 HDD

Uccho Biddaloy Road No-3_EXT Bituminus 1.7 39.87 HDD

Uccho Biddaloy Road No-4 Bituminus 1.7 71.01 HDD

Usertek Road Concrete 3.6 391.34 OC

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84

Road Name Road Category Road Width Road Length

Ins

Method

Usertek Road No-1/A Earthen 3.0 54.94 OC

Usertek Road No-1/A_EXT Earthen 3.0 51.51 OC

Usertek Road No-2 Concrete 2.5 72.78 OC

Usertek Road No-4 Concrete 3.2 100.27 OC

Usertek Road-1 Concrete 2.5 54.24 OC

Usertek Road-1/B Bituminus 2.8 202.11 HDD

Usertek Road-3 Concrete 1.0 54.57 OC

DMA: 905; ICB 2.8

Road Name Road Type Road Width Road Length Ins Method

Bawnia Road No-6 Concrete 3.00 50.22 HDD

Bawnia Road No-4 Earthen 1.80 117.14 Open Cut

Ahalia Road No-5 Concrete 1.00 40.67 Open Cut

Road No-9/C Earthen 2.00 88.85 Open Cut

Road No-7 Concrete 3.00 145.13 HDD

Road No-7D Concrete 3.40 30.71 HDD

Sarwar Avenue Road No-7 Earthen 4.70 54.37 Open Cut

Jasimuddin-Bawnia Road_EXT-8 Concrete 1.50 45.47 Open Cut

School Road Concrete 3.10 37.93 Open Cut

Jasimuddin-Bawnia Road-12 Bituminus 2.00 674.27 Open Cut

Road No-9/A Bituminus 8.40 291.28 HDD

Sarwar Avenue_EXT-1 Concrete 4.20 197.34 HDD

Ahalia Road No-12A Concrete 2.10 27.66 HDD

Road No-9/B_EXT-1 Bituminus 8.90 61.46 Open Cut

Ahalia Road No-1 Concrete 5.00 330.77 HDD

Road No-9/A_EXT_1 Concrete 8.00 24.39 Open Cut

Ahalia Road-13 Concrete 4.30 19.59 Open Cut

Road No-4/A Bituminus 7.00 119.76 HDD

Road No-9/E Concrete 4.20 162.51 Open Cut

Bawnia Road No-3 Earthen 3.60 50.29 HDD

Road No-9/D Bituminus 7.20 102.98 HDD

Road No-20A Bituminus 9.90 238.28 HDD

Road No-1B Bituminus 6.40 52.65 HDD

Road No-2 Concrete 2.00 78.67 Open Cut

Jasimuddin-Bawnia Road Bituminus 5.40 230.14 Open Cut

Sarwar Avenue Road No-7 Earthen 3.50 38.94 Open Cut

Sarwar Avenue Concrete 4.80 78.01 HDD

Road No- Sector-14 Park_EXT_1 Bituminus 2.00 37.13 Open Cut

Road No-2_EXT_1 Concrete 1.20 29.23 Open Cut

Ahalia Road No-3 Concrete 2.00 50.63 Open Cut

S.A.R-5 Concrete 2.40 10.94 Open Cut

Sarwar Avenue_EXT-1 Concrete 4.70 68.91 HDD

Road No-5/A Bituminus 7.00 266.83 HDD

Ahalia Road No-9 Concrete 2.20 44.13 Open Cut

Road No-2/A Bituminus 4.70 119.55 HDD

Road No- Sector-14 Park_EXT_2 Bituminus 2.00 55.00 HDD

Road No-1 Bituminus 2.00 357.49 HDD

Road No- Sector-14 Park_EXT_3 Bituminus 2.00 18.58 HDD

Road No-2 Concrete 2.10 36.87 Open Cut

S.A.R-8A Earthen 3.80 19.65 Open Cut

Dolpare Madrasha Road Earthen 1.80 31.46 Open Cut

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85

Road Name Road Type Road Width Road Length Ins Method

Bawnia Road No-1 Concrete 2.10 114.11 Open Cut

Road No-Sector 14 Park Bituminus 6.50 153.00 HDD

Road No-3/A Bituminus 5.20 165.77 HDD

Road No- Sector-14 Park_EXT_4 Bituminus 2.00 279.03 HDD

Road No-9/A_EXT_3 Concrete 2.50 74.34 Open Cut

Sarwar Avenue_EXT-5 Concrete 2.00 109.93 Open Cut

Bawnia Road No-7 Concrete 3.00 25.20 Open Cut

Road No-6/A_EXT_1 Concrete 4.50 41.99 Open Cut

Ahalia Road No-13 Concrete 4.90 132.01 HDD

Road No-9/C Bituminus 8.80 251.55 HDD

Road N-5/A to Road Road 4/A Bituminus 7.20 46.81 HDD

Road No-9/E Concrete 2.30 54.61 Open Cut

Road No-1B Bituminus 6.40 193.14 HDD

Road No-1 Bituminus 12.00 56.45 Open Cut

Road No-6/A_EXT_2 Concrete 4.70 21.34 Open Cut

Road No-4/A Concrete 3.00 15.67 Open Cut

Road No-9/C_EXT-2 Bituminus 7.00 50.76 Open Cut

Ahalia Road No-13 Concrete 5.00 24.16 HDD

Ahalia Road No-5 Concrete 1.60 24.74 Open Cut

Dolpare Madrasha Road Earthen 3.30 38.54 Open Cut

Ahalia Road No-12 Concrete 3.10 146.67 HDD

Sarwar Avenue_EXT-3 Concrete 1.70 54.22 Open Cut

Road No-2B Bituminus 7.80 223.86 HDD

Road No-9/A_EXT_2 Concrete 5.20 26.43 Open Cut

Sarwar Avenue Concrete 4.00 82.26 Open Cut

S.A.R-2_EXT Concrete 3.00 56.24 Open Cut

Road No-9/F Concrete 2.30 44.65 Open Cut

Road No-6/A Concrete 3.00 82.47 HDD

Ahalia Road No-13 Concrete 4.30 81.56 HDD

Road No-9/D Concrete 1.90 66.37 HDD

Ahalia Road No-11B Concrete 2.80 58.88 HDD

Road No-7 Concrete 2.00 60.69 HDD

Road No-Sector 14 Park_2 Bituminus 4.00 123.43 HDD

Road N-4/A to Road Road 3/A Bituminus 7.20 45.49 HDD

Jasimuddin-Bawnia Road_EXT-10 Concrete 3.30 56.01 Open Cut

Road No-6/A Bituminus 9.90 241.98 HDD

Road No-4/A_EXT-1 Concrete 4.00 48.86 Open Cut

Ahalia Road No-11 Concrete 2.50 178.86 HDD

School Road Concrete 2.20 89.84 Open Cut

S.A.R-2 Concrete 2.40 18.20 Open Cut

Bawnia Road No-2 Concrete 2.00 28.66 Open Cut

Ahalia Road No-2 Earthen 2.50 72.85 Open Cut

Road No-9/A_EXT_2 Concrete 5.20 9.05 Open Cut

Jasimuddin-Bawnia Road_EXT-11 Concrete 2.50 87.17 Open Cut

Ahalia Road No-3 Concrete 1.50 43.58 Open Cut

Jasimuddin-Bawnia Road Bituminus 5.00 67.18 Open Cut

Sarwar Avenue Concrete 5.00 84.64 Open Cut

Road N-5/A to Road Road 4/A Concrete 7.20 1.49 Open Cut

Sarwar Avenue_EXT-7 Concrete 4.40 169.28 HDD

Road No-9E_EXT-2 Concrete 2.50 68.10 Open Cut

Road No-9/B-9/D Bituminus 8.70 121.22 Open Cut

Road No-9/C Bituminus 8.80 128.40 HDD

Road No-4/A Bituminus 7.00 111.40 HDD

Road No-9/D Bituminus 6.00 46.54 HDD

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86

Road Name Road Type Road Width Road Length Ins Method

Ahalia Road No-6 Concrete 3.00 96.74 Open Cut

Ahalia Road No-7 Concrete 2.50 10.57 Open Cut

Jasimuddin-Bawnia Road_EXT-9 Concrete 1.80 161.10 HDD

Sarwar Avenue Concrete 3.50 48.45 Open Cut

Ahalia Road No-4 Concrete 1.00 95.33 Open Cut

Sarwar Avenue_EXT-2 Concrete 1.80 66.06 HDD

Jasimuddin-Bawnia Road Bituminus 5.60 546.72 Open Cut

Sarwar Avenue_EXT Bituminus 4.00 121.42 HDD

Road No-6/A_EXT-1 Concrete 3.00 239.29 HDD

Road No-9/E Concrete 3.50 21.40 Open Cut

Road No- Sector-14 Park_EXT_5 Bituminus 3.00 16.27 HDD

Road No-9/E Earthen 3.70 71.19 HDD

Sarwar Avenue_EXT-4 Concrete 2.00 65.35 HDD

Road 6/A_EXT_1 Concrete 1.00 37.74 Open Cut

Sarwar Avenue_EXT-6 Concrete 3.00 108.27 HDD

Bawnia Road No-3 Earthen 3.60 129.36 HDD

Ahalia Road No-6 Concrete 2.00 35.41 Open Cut

Ahalia Road No-8 Concrete 1.00 17.76 Open Cut

Bawnia Road No-6_EXT Concrete 3.10 44.58 Open Cut

Road No-4/A Concrete 2.50 14.36 Open Cut

Road No-9/C_EXT-1 Bituminus 8.50 48.35 Open Cut

Bawnia Road No-6 Concrete 3.00 118.36 HDD

Road No-9/B Bituminus 8.80 407.14 HDD

Road No-6 Concrete 2.70 21.22 HDD

Ahalia Road No-6 Concrete 1.00 21.17 Open Cut

Sarwar Avenue_EXT Concrete 2.00 22.05 Open Cut

Ahalia Road No-5 Concrete 2.20 16.31 Open Cut

Sarwar Avenue_EXT-1 Concrete 2.40 36.76 HDD

Road No-9/E Concrete 3.30 74.99 HDD

Ahalia Road-14 Concrete 2.50 66.26 HDD

Ahalia Road No-5 Concrete 2.20 77.17 Open Cut

Road No-7 Concrete 4.40 170.11 HDD

Ahalia Road No-7 Concrete 2.50 37.09 HDD

S.A.R-2 Concrete 2.40 22.98 Open Cut

Road No-5/A Concrete 5.20 77.25 HDD

Road No-6/A Concrete 5.10 98.79 HDD

S.A.R-5 Concrete 4.10 32.47 Open Cut

Road No-2 Earthen 4.10 112.85 Open Cut

Road No-5/A-EXT-1 Concrete 3.10 100.98 HDD

S.A.R-6 Earthen 3.60 130.18 HDD

Dolpare Madrasha Road Earthen 2.70 83.61 Open Cut

Sector-14 Park Road Bituminus 2.00 449.12 HDD

S.A.R-8A Earthen 2.80 31.73 Open Cut

Ahalia Road No-9 Concrete 1.00 43.42 Open Cut

Road No-9/E Earthen 3.50 85.81 Open Cut

Ahalia Road No-12A Concrete 2.40 39.85 HDD

Jasimuddin-Bawnia Road Bituminus 5.60 354.99 Open Cut

Ahalia Road No-10 Earthen 3.20 180.16 Open Cut

Road No-9/E_EXT-1 Earthen 2.40 66.75 Open Cut

Sarwar Avenue Concrete 4.00 26.63 HDD

Sarwar Avenue_EXT-1 Concrete 3.60 57.21 HDD

Road No- Sector-14 Park_EXT_6 Bituminus 2.00 18.71 HDD

Road No-6_EXT Concrete 1.50 36.18 Open Cut

Ahalia Road No-11 Concrete 3.20 60.02 Open Cut

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87

Road Name Road Type Road Width Road Length Ins Method

Ahalia Road No-8 Concrete 1.00 61.37 Open Cut

Bawnia Road No-5 Concrete 1.90 83.10 Open Cut

Ahalia Road No-12_EXT Concrete 5.00 32.23 HDD

Road N0-6/A_EXT Concrete 2.00 15.92 Open Cut

School Road Concrete 3.10 81.17 Open Cut

Ahalia Road No-11C Concrete 2.80 41.86 HDD

S.A.R-2 Bituminus 4.00 98.21 HDD

Road No- Sector-14 Park_EXT_5 Bituminus 2.00 63.38 HDD

Road No-21A Bituminus 7.50 249.25 HDD

Road No-2/D_EXT Concrete 2.30 117.04 HDD

Road No-7/C Concrete 1.50 64.76 Open Cut

Road No-10 Concrete 2.00 51.10 Open Cut

Road No-11 Concrete 2.20 40.20 Open Cut

Road No-9 Concrete 2.50 35.73 Open Cut

Road No-7 Concrete 2.00 16.98 Open Cut

Bawnia Road No-6 Concrete 3.00 45.44 HDD

S.A.R-2 Concrete 4.10 23.34 Open Cut

Sarwar Avenue_EXT-1 Concrete 3.60 38.71 HDD

AR Road No-Ex1 Concrete 2.00 71.34

AR Road No-Ex2 Concrete 2.00 51.62

DMA: 908; ICB 2.8

Road Name Road Width Road Length Road Type Ins Method

Abdullahpur ate para Road_1 13.1 381.44 Concrete HDD

Abdullahpur ate para Road_2 2.0 167.73 Concrete HDD

Abdullahpur ate para Road_2 2.0 136.81 Concrete HDD

Abdullahpur ate para Road_2 2.0 98.83 Concrete HDD

Abdullahpur ate para Road_3 3.0 37.99 Concrete HDD

Abdullahpur ate para Road_3 5.1 56.74 Concrete HDD

Abdullahpur ate para Road_4 8.0 14.17 Concrete HDD

Abdullahpur ate para Road_4 3.0 54.64 Concrete HDD

Abdullahpur ate para Road_5 4.4 175.52 Concrete HDD

Aichi Medical College and Hospital Road 5.0 137.38 Concrete HDD

Aichi Medical College and Hospital Road 5.0 44.75 Concrete HDD

Alaol Ave 4.0 20.80 Bituminus Open Cut

Alaol Ave 3.0 21.38 Bituminus Open Cut

Alaol Ave 4.4 48.62 Bituminus HDD

Alaol Ave 0.0 0.76 Bituminus Open Cut

Alaol Ave 1.8 52.30 Bituminus HDD

Alaol Ave 2.6 26.39 Bituminus Open Cut

Alaol Ave 3.1 47.94 Bituminus HDD

Alaol Ave 6.7 47.99 Bituminus HDD

Alaol Ave 2.4 42.21 Bituminus HDD

Alaol Ave 3.2 47.25 Bituminus HDD

Alaol Ave 3.2 21.67 Bituminus Open Cut

Alaol Ave 4.4 28.57 Bituminus Open Cut

Alaol Ave 2.8 54.42 Bituminus HDD

Alaol Ave 3.7 44.99 Bituminus Open Cut

Alaol Ave 4.4 92.52 Bituminus HDD

Alaol Ave 23.6 492.51 Bituminus HDD

Bangladesh Pertroleum Institute Road_1 6.2 57.56 Concrete HDD

Bangladesh Pertroleum Institute Road_2 4.3 157.34 Concrete HDD

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Road Name Road Width Road Length Road Type Ins Method

Bangladesh Pertroleum Institute Road_2 4.9 58.84 Concrete HDD

Bangladesh Pertroleum Institute Road_2 5.4 129.61 Concrete HDD

BHBFC Ideal High School Road 5.2 68.53 Concrete HDD

BHBFC Ideal High School Road 3.3 23.21 Concrete HDD

BHBFC Ideal High School Road 4.2 115.70 Concrete HDD

BHBFC Ideal High School Road 5.5 79.41 Concrete HDD

BHBFC Ideal High School Road 3.5 77.40 Concrete HDD

BHBFC Ideal High School Road 3.8 47.69 Concrete HDD

BHBFC Ideal High School Road 3.8 49.57 Concrete HDD

BHBFC Ideal High School Road_1 5.0 294.91 Concrete HDD

BHBFC Ideal High School Road_1 3.5 158.34 Concrete HDD

BHBFC Jame Masjid_1 0.0 28.55 Concrete HDD

BHBFC Jame Masjid_1 0.0 15.21 Concrete HDD

Branch Road 0.0 49.64

Dhaka-Mymensingh Hwy 0.0 42.82 Bituminus HDD

Dhaka-Mymensingh Hwy 6.0 190.93 Bituminus HDD

Dhaka-Mymensingh Hwy 6.0 122.84 Bituminus HDD

Dhaka-Mymensingh Hwy 0.0 380.88 Bituminus HDD

Ex-1 6.0 68.53 Concrete HDD

Ex-10 7.0 40.03 Bituminus HDD

Ex-11 11.3 472.26 Bituminus HDD

Ex-11 6.0 94.39 Bituminus HDD

Ex-11 6.2 80.63 Bituminus HDD

Ex-12 3.6 104.67 Concrete HDD

Ex-12 0.0 489.32 Concrete HDD

Ex-14 3.9 100.76 Concrete HDD

Ex-14 5.7 190.06 Concrete HDD

Ex-14 4.7 58.43 Concrete HDD

Ex-14 4.9 58.63 Concrete HDD

Ex-15 1.5 99.05 Bituminus HDD

Ex-16 4.0 32.65 Concrete HDD

Ex-16 4.0 29.72 Concrete HDD

Ex-16 4.0 29.74 Concrete HDD

Ex-17 4.9 89.73 Concrete HDD

Ex-17 6.0 218.94 Concrete HDD

Ex-17 4.2 61.83 Concrete HDD

Ex-17 5.0 150.66 Concrete HDD

Ex-17 3.4 157.16 Concrete HDD

Ex-17 4.2 31.03 Concrete HDD

Ex-2 6.4 225.59 Concrete HDD

Ex-2 6.3 232.53 Concrete HDD

Ex-2 6.3 29.29 Concrete HDD

Ex-4 6.0 53.58 Bituminus HDD

Ex-5 7.8 144.47 Bituminus HDD

Ex-7 5.4 72.75 Bituminus HDD

Isakha Ave 22.0 489.83 Bituminus HDD

Isakha Ave_1 6.1 232.15 Bituminus HDD

Isakha Ave_1 3.6 120.46 Bituminus HDD

Isakha Ave_1 6.0 188.27 Bituminus HDD

King's Sweets Road 15.7 218.00 Concrete HDD

Palli Bazar Road 3.0 66.92 Concrete HDD

Palli Bazar Road 3.0 5.44 Concrete HDD

Palli Bazar Road 8.1 57.66 Concrete HDD

Palli Bazar Road 3.0 20.68 Concrete HDD

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89

Road Name Road Width Road Length Road Type Ins Method

Palli Bazar Road 3.0 22.75 Concrete HDD

Paper Mill Road 3.0 183.64 Concrete HDD

Paper Mill Road 3.0 120.56 Concrete HDD

Paper Mill Road 6.1 201.45 Concrete HDD

Paper Mill Road 0.0 26.04 Concrete HDD

Paper Mill Road 0.0 9.70 Concrete HDD

Paper Mill Road 0.0 144.23 Concrete HDD

Rajuk College Road 12.6 335.58 Bituminus HDD

Road 1 6.8 499.81 Bituminus HDD

Road 1 6.0 107.27 Bituminus HDD

Road 1 6.7 117.85 Bituminus HDD

Road 1 5.0 100.00 Bituminus HDD

Road 1 9.0 106.30 Bituminus HDD

Road 1 5.1 72.19 Bituminus HDD

Road 1 9.9 66.16 Bituminus HDD

Road 1 9.5 54.27 Bituminus HDD

Road 10 6.7 496.56 Bituminus HDD

Road 10 6.7 112.16 Bituminus HDD

Road 11 6.5 498.98 Bituminus HDD

Road 11 6.5 110.64 Bituminus HDD

Road 11 6.5 168.58 Bituminus HDD

Road 12 6.5 109.30 Bituminus HDD

Road 12 6.5 168.81 Bituminus HDD

Road 13 4.1 58.45 Bituminus HDD

Road 13 11.8 287.47 Bituminus HDD

Road 13 11.0 595.06 Bituminus HDD

Road 13/A 6.7 107.74 Bituminus HDD

Road 13/B 6.5 107.16 Bituminus HDD

Road 13/C 6.7 106.59 Bituminus HDD

Road 13/D 13.7 105.97 Bituminus HDD

Road 14 4.5 197.78 Bituminus HDD

Road 14 7.4 314.48 Bituminus HDD

Road 14/A 7.0 184.95 Bituminus HDD

Road 14/B 7.0 184.20 Bituminus HDD

Road 14/C 7.3 174.71 Bituminus HDD

Road 14/D 5.6 171.62 Bituminus HDD

Road 14_1 6.5 64.57 Bituminus HDD

Road 15 6.3 108.12 Bituminus HDD

Road 15 7.2 314.17 Bituminus HDD

Road 15_1 7.0 82.83 Bituminus HDD

Road 16 4.6 107.60 Bituminus HDD

Road 16 12.0 405.25 Bituminus HDD

Road 17 6.0 201.64 Bituminus HDD

Road 18 6.0 61.69 Bituminus HDD

Road 18 6.0 276.69 Bituminus HDD

Road 2 7.4 268.48 Bituminus HDD

Road 2 6.9 368.11 Bituminus HDD

Road 2 6.9 134.57 Bituminus HDD

Road 20 6.0 231.85 Bituminus HDD

Road 21 7.5 358.91 Bituminus HDD

Road 2A 5.7 138.65 Bituminus HDD

Road 2B 6.6 81.62 Bituminus HDD

Road 2C 6.6 81.82 Bituminus HDD

Road 2D 6.7 82.20 Bituminus HDD

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90

Road Name Road Width Road Length Road Type Ins Method

Road 2E 6.5 83.01 Bituminus HDD

Road 2F 6.6 107.98 Bituminus HDD

Road 2F 6.3 84.42 Bituminus HDD

Road 3 8.5 443.81 Bituminus HDD

Road 3 2.5 110.00 Bituminus HDD

Road 4 7.0 165.72 Bituminus HDD

Road 4 6.6 163.84 Bituminus HDD

Road 5 6.0 137.10 Bituminus HDD

Road 5 6.6 279.70 Bituminus HDD

Road 5 2.5 84.67 Bituminus HDD

Road 5 10.0 346.20 Bituminus HDD

Road 5 2.5 10.81 Bituminus HDD

Road 5 2.5 104.45 Bituminus HDD

Road 6 6.7 162.62 Bituminus HDD

Road 6 7.0 108.54 Bituminus HDD

Road 6 13.3 233.09 Bituminus HDD

Road 6 6.6 407.30 Bituminus HDD

Road 6/A 7.6 131.32 Bituminus HDD

Road 6/A 6.5 40.40 Bituminus HDD

Road 6/A 6.0 720.54 Bituminus HDD

Road 7 9.3 109.79 Bituminus HDD

Road 7 6.8 134.71 Bituminus HDD

Road 7 6.6 98.74 Bituminus HDD

Road 7 6.5 83.80 Bituminus HDD

Road 7 5.5 107.99 Bituminus HDD

Road 7 6.5 111.87 Bituminus HDD

Road 7 6.5 113.21 Bituminus HDD

Road 7 5.5 114.85 Bituminus HDD

Road 8 4.5 56.93 Bituminus HDD

Road 8 7.3 273.83 Bituminus HDD

Road 9 7.8 501.23 Bituminus HDD

Road 9 12.0 320.82 Bituminus HDD

Road N0-20D 11.4 62.92 Bituminus HDD

Road No-10 6.5 168.91 Bituminus HDD

Road No-10 6.5 150.68 Bituminus HDD

Road No-10_1 9.5 55.00 Bituminus HDD

Road No-11 6.5 151.24 Bituminus HDD

Road No-11_1 9.7 65.97 Bituminus HDD

Road No-12 7.0 151.25 Bituminus HDD

Road No-13/D 7.8 225.39 Bituminus HDD

Road No-13/D 5.6 50.30 Bituminus HDD

Road No-13/D 5.6 125.23 Bituminus HDD

Road No-16 12.0 216.98 Bituminus HDD

Road No-19 6.8 261.87 Bituminus HDD

Road No-19_1 6.7 68.01 Bituminus HDD

Road No-2 6.0 59.66 Bituminus HDD

Road No-2 6.6 159.27 Bituminus HDD

Road No-2 7.3 117.20 Bituminus HDD

Road No-20_1 6.6 129.07 Bituminus HDD

Road No-20_2 6.5 129.06 Bituminus HDD

Road No-20_3 6.5 129.09 Bituminus HDD

Road No-20D 5.2 79.35 Bituminus HDD

Road No-20D 12.2 49.93 Bituminus HDD

Road No-4 6.6 158.59 Bituminus HDD

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Road Name Road Width Road Length Road Type Ins Method

Road No-4 6.9 83.48 Bituminus HDD

Road No-4 6.9 206.79 Bituminus HDD

Road No-4 9.2 109.79 Bituminus HDD

Road No-4_1 6.6 115.35 Bituminus HDD

Road No-4_2 6.9 76.12 Bituminus HDD

Road No-4_3 6.7 82.88 Bituminus HDD

Road No-5A 6.9 75.95 Bituminus HDD

Road No-6 9.0 270.41 Bituminus HDD

Road No-6_1 5.6 58.89 Bituminus HDD

Road No-6_2 5.7 56.36 Bituminus HDD

Road No-9_1 9.5 55.66 Bituminus HDD

Road-10 11.4 407.37 Concrete HDD

Road-10 3.0 55.96 Concrete Open Cut

Road-10 5.0 31.78 Concrete Open Cut

Road-4 3.1 36.08 Concrete HDD

Road-4 4.2 30.06 Concrete HDD

Road-4 4.0 29.61 Concrete HDD

Road-4 4.0 27.92 Concrete HDD

Road-8 10.8 311.41 Concrete HDD

Road-8_EX 5.5 77.77 Concrete HDD

Sapporo Dental College and Hospital Road 5.0 96.55 Concrete HDD

Sapporo Dental College and Hospital Road_1 3.4 22.14 Concrete HDD

Sapporo Dental College and Hospital Road_2 4.4 93.24 Concrete HDD

Service Road 0.0 1442.67 Bituminus HDD

Shahajalal Ave 22.4 550.63 Bituminus HDD

Shayesta Khan Ave 15.2 448.22 Bituminus HDD

Shayesta Khan Ave 6.0 201.57 Bituminus HDD

Shayesta Khan Ave 15.2 286.89 Bituminus HDD

Shayesta Khan Ave 5.0 120.93 Bituminus HDD

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APPENDIX 5: LOCATION OF DTWS REGENERATED UNDER THE PACKAGE

DMA DTW ID Location GPS Reading Photograph

908

Uttara-

4/A

Road-2/F, Sector 04,

Uttara

N 23.8771 E 90.3943

Uttara-4

Road-06, Sector-04,

Uttara

N 23.8773 E 90.3851

908 Uttara-

2

Road-Ahmed police

Battalion S.M.

Mojammel Haque Road.

Sector-02,Uttara

N 23.8758 E 90.3820

Page 94: Resettlement Plan - Asian Development Bank

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APPENDIX 6: RECORDS OF ROAD CUTTING PERMISSION

Page 95: Resettlement Plan - Asian Development Bank

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Translation:

Dhaka North City Corporation Engineering Department: Zone 1 (Uttara)

Memo No. . . . . 10.0000.063.32.067.18 Date: 26/11/2018

Contract Manager Dhaka Water Supply Network Improvement Project (DWSNIP), ICB-2.8

Subject: Permission Letter for cutting trial pits at different sectors of Uttara. In the ward no. 1 of zone under the project ‘Dhaka Water Supply Network Improvement Project (DWSNIP)’ of Dhaka WASA by CPP

In response / connection to the above mentioned subject and reference, this is to notify / inform that following your

application dated 01/11/2018, depositing the compensation fee, amounting Taka 160,302 (one lac, sixty thousands three

hundred two only) on 26/11/2018, for the Mayor, Dhaka North City Corporation (Road cutting ) at STD Account No.

36000353, of Sonali Bank Ltd, Gulshan New North Branch, Dhaka, permission of road cutting for trial pits is hereby given

under the conditions as follows:

The Conditions:

1. Excavation works to be done with prior information to the undersigned / office and in presence of the officials

from Dhaka North City Corporation;

2. As per instruction of DNCC office, the soils to be removed from the sites immediately after excavation works

and the space to be filled with sand;

3. Make necessary arrangement for uninterrupted traffic or ensure alternative passage for vehicles, if required;

4. Necessary precautionary measures to be ensured to avoid any possible accident and the site to be cordoned

during the construction works arrangements;

5. All the works to be completed within 21 days, from 27/11/2019 to 17/12/2019;

6. The Commissioner of Dhaka Metropolitan police to be informed prior to the excavation works;

7. In case of cross cutting of road, MS sheets to be used;

8. Duration of this permission will not be extended, without justified reasons;

9. If the road cutting is done at areas excess from the permitted area, additional fee has to be deposited to the

DNCC road cutting fund and permission to be received again;

10. The permission will be cancelled in case of violation of any of the conditions mentioned above.

Road cutting compensation bill

Total: 344649

NB: The list of 41 trial pits to be excavated is attached

Executive Engineer (Civil) Zone 1 Uttara Dhaka North City Corporation

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APPENDIX 7: GAZETTE ON MINIMUM WAGE ISSUED BY BANGLADESH GOVERNMENT

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Translation of the gazette:

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APPENDIX 8: SAMPLE GRIEVANCE REGISTRATION FORM

(To be available in Bengali and English) The Project welcomes complaints, suggestions, queries and comments regarding project implementation. We encourage persons with grievance to provide their name and contact information to enable us to get in touch with you for clarification and feedback. Should you choose to include your personal details but want that information to remain confidential, please inform us by writing/typing “CONFIDENTIAL” above your name. Thank you.

Date Place of registration

Contact Information/Personal Details

Name Gender * Male * Female

Age

Home Address

Place

Phone no.

E-mail

Complaint/Suggestion/Comment/Question Please provide the details (who, what, where and how) of your grievance below: If included as attachment/note/letter, please tick here:

How do you want us to reach you for feedback or update on your comment/grievance?

FOR OFFICIAL USE ONLY

Registered by: (Name of Official registering grievance)

Mode of communication: Note/Letter /E-mail /Verbal/Telephonic

Reviewed by: (Names/Positions of Official(s) reviewing grievance)

Action Taken:

Whether Action Taken Disclosed: Yes ( )

No ( )

Means of Disclosure:

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APPENDIX 9: MONITORING FORMAT FOR SOCIAL SAFEGUARDS COMPLIANCE

S.N. Monitoring Indicators Status Remarks

A. Pre-construction activities and resettlement plan activities

1 Approval of final resettlement plan by ADB prior to contract award N.A. N.A.

2 Disclosure of final resettlement plan on ADB and EA websites N.A. N.A.

3 Circulation of summary RP in the three local languages to all stakeholders N.A. N.A.

B. Resettlement plan implementation

1 Grievance redress committee and telephone hotlines established N.A. N.A.

2 Entitlements and grievance redress procedure disclosed N.A. N.A.

3 Finalization of list of APs and compensation/assistance/allowances due N.A. N.A.

4 Affected persons receive entitlements as per amounts and program

specified in RP

N.A. N.A.

5 Payment of compensation, allowances, and assistance (no. of APs) N.A. N.A.

6 Additional assistance for vulnerable households given (no. of vulnerable

APs)

N.A. N.A.

7 Livelihood arrangements provided to vulnerable APs N.A. N.A.

8 No. of days for which compensation paid N.A. N.A.

9 Actual days of disruption N.A. N.A.

10 Reinstallation of affected common facilities N.A. N.A.

11 Grievances

No. of grievances registered

No. of grievances redressed

Outstanding complaints

Disclosure of Grievance redress statistics

N.A. N.A.

12 Consultation, participation, and disclosure as per plan N.A. N.A.

C. Monitoring

1 Survey on socioeconomic status of APs (including vulnerable APs)

completed and compared with baseline survey results

N.A. N.A.

2 Survey on satisfaction levels of APs with RP implementation completed N.A. N.A.

D. Labor

1 Implementation of all statutory provisions on labor like health, safety,

welfare, sanitation, and working conditions by contractors

N.A. N.A.

2 Equal pay for equal work for men and women N.A. N.A.

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APPENDIX 10: DRAFT LEAFLET FOR PROJECT INFORMATION DISCLOSURE

Leaflet in Bangla

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Draft Leaflet in English

Background. Dhaka Water Supply Network Improvement Project (DWSNIP) aims to improve provision of sustainable, reliable, climate-resilient water supply in Dhaka city. It will enhance the distribution network efficiency gains achieved under two previous Asian Development Bank (ADB) financed projects to Dhaka Water Supply and Sewerage Authority (DWASA) for improving service delivery and capacity building. Under these two on-going projects, distribution network improvement works have been implemented in seven out of ten zones of Dhaka city by establishing district metered areas (DMAs) and focusing on nonrevenue water reduction in each DMA.37 Commissioned DMAs have achieved uninterrupted 24-hour piped water supply, reduced physical water losses from 40% to less than 15%, with the current average of 4.95%, 38 assured good quality potable water directly from taps without any other treatment and authorized or legalized 10165 connections.

A remaining challenge for DWASA is to enhance the efficiency gains throughout its service area and reduce overall physical losses. In areas not covered by the ongoing projects, water losses remain the major cause of insufficient service delivery. DWASA needs to rehabilitate and replace ageing fixtures and enhance O&M capacity. Investing in water supply network improvement and managerial and operational capacity enhancement can contribute to provision of more reliable and improved water supply services.

Project Description. The project aims to improve provision of sustainable, reliable, and climate-resilient

water supply in Dhaka city. It will enhance the distribution network efficiency gains achieved under two

previous ADB--financed projects (Loan 2382 (Dhaka Water Supply Sector Development Project [DWSSDP])

and Loan 3051 (Dhaka Environmentally Sustainable Water Supply Project [DESWSP]) for improving service

delivery, reduction of nonrevenue water and building capacity of Dhaka Water Supply and Sewerage

Authority (DWASA).

The project impact will be (i) safe drinking water made available for all urban population, which is aligned with the Seventh Five-Year Plan, 2016-2020;39 and (ii) coping with disaster and adapting to climate change and safeguard environment in the National Strategy for Water Supply and Sanitation.40 The outcome will be sustainable provision of more reliable, improved, and climate-resilient water supply in Dhaka city ensured. The major outputs will be DWASA’s (i) distribution network strengthened in seven zones; (ii) sustainable DMA management capacity enhanced; and (iii) capacity for quality service delivery enhanced.

Resettlement Plan (RP): Policy and Principles. Resettlement for five civil work packages has been

prepared for the project based on ADB’s Safeguard Policy Statement 2009, and Government of

Bangladesh (GOB) Acquisition and Requisition of Immovable Property Act 2017 (ARIPA). The RP was

prepared to mitigate the identified impacts that might occur during the construction of the project

components.

Involuntary Resettlement Impact. No private land acquisition will be required for the implementation of

the project. Only temporary impacts on livelihood are envisaged. For these components a total of 72

vendors/households with the total population of 327 persons (HH members) will be affected temporarily

37 DMAs are hydraulically small isolated areas from bulk water transmission mains and rest of the neighboring areas.

DMA approach has good advantages in proper management of water leakage, water pressure, and water balance.

38 Physical losses in thirty commissioned DMAs range from 1.58% to 14.06% (DWASA estimates) 39 Government of Bangladesh, Planning Commission, Ministry of Planning. 2015. Seventh Five-Year Plan: FY2016-

FY2020. Dhaka. 40 Government of Bangladesh, Policy Support Unit, Local Government Division, Ministry of Local Government, Rural

Development and Cooperatives. 2014. National Strategy for Water Supply and Sanitation. Dhaka

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from the government land or public RoW that they are currently using for their livelihood activities. The

APs average daily income is BDT 653.

Entitlement. The project provides for compensation of all potential losses including potential income losses

for vendors at replacement value. As required by ADB Safeguards Policy (2009) the project will

provide compensation and resettlement assistance for households’ lost land, business, structures and

other lost assets in connection with the project. The RP approach incorporates (i) compensation for

lost assets; (ii) resettlement issues; (iii) impact mitigation with special attention to the women and

vulnerable groups; and (iv) income generating support to the members of the physically displaced

households and including them in the poverty reduction and livelihood enhancement program. A

budgetary provision of BDT 397223.20 (USD 4701.42) for compensation of lost income.

The eligible APs for this project are: any APs who will lose livelihood income temporary from any

income generating activity affected by the project.

Institutional Arrangement. DWASA has established, for the Project, a PMU headed by a PD, who will be

responsible for the overall execution of the Project. The PMU will be supported with an experienced

NGO for the implementation of resettlement activities which include livelihood rehabilitation.

DWASA will implement the RP through setting a Safeguard Implementation (SIU) headed by DPD at the

DWSNIP PMU. The SIU, under the overall responsibility of the PD, will undertake day-to-day activities

with the appointed NGO. The concerned Safeguards Officer the level of AE, of SIU will be convener of

the JVC (Joint verification committee) and PVAC (Property Valuation Advisory Committee). The PD of

SIU will perform as convener of GRC (Grievance Redress Committee) and RAC (Resettlement Advisory

Committee). The resettlement assistance NGO will assist APs to put forth grievances and access

information on opportunities for employment in project related activities, rights and entitlements and

the grievance redress process, and make informed choices.

Grievance Redress Mechanism (GRM). To resolve all project related grievances and complaints a common

social and environmental grievance redress mechanism will be in place. Common and simple grievances

will be sorted out at project site level by the Contractor’s Resettlement Supervisor, supervision staff of

PMU and project NGO within 7 days. More serious complaints will be sent to the safeguard officer

at the PMU to be resolved in 14 days. Any unresolved grievances will be forwarded to GRC to be

resolved within 21 days. Despite the project GRM, an aggrieved person shall have access to the country's

legal system at any stage.

Environmental Management. Five draft initial environmental examination (IEEs) with environmental

management plans (EMPs) were prepared at feasibility stage in 2015 for each package (Package No. ICB

2.8, 2.9, 2.10, 2.11 and 2.12) in accordance with ADB’s Safeguards Policy Statement (SPS, 2009) and

Government of Bangladesh Environmental Conservation Rules (1997). The IEEs and EMPs pertaining to 2nd

batch of ICB 2.8 have been revised and submitted to ADB for review and approval for tending, and DWASA

will obtain all necessary permits and clearances from relevant government agencies, including Department

of Environment. IEEs are available upon request from Dhaka WASA. These will also be made

available on DWASA’s and ADB’s websites.

The IEEs concluded that no significant adverse environmental impacts are anticipated and any impacts

will be mitigated through measures outlined in the EMP. The EMP has been incorporated into

bidding and contract documents and implemented by contractors, and monitored by consultants. There

are no sensitive environmental features located in the project area. Environmental management

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measures defined in the EMP, such as sound construction site management and regular monitoring of

the project’s environmental performance will reduce these impacts to acceptable levels.

Consultation and public participation will continue throughout project implementation and any

environmental complaints or disputes will be handled in accordance with the grievance redress

mechanism developed for the project. The PMU will be supported by environmental specialists on the

consultant team to assist EMP implementation and environmental monitoring and reporting activities.

DWASA will report progress to ADB on a semi-annual basis. ADB and DWASA will disclose all reports

on respective websites.

Name:

Designation:

DWSNIP Safeguards Implementation Unit

Telephone No:

E-mail:

Address:

Name:

Designation:

DWSNIP Project Management Unit

Telephone No:

E-mail:

Address: