47254-003: Dhaka Water Supply Network Improvement Project

Resettlement Plan

Project No. 47254-003 September 2020

BAN: Dhaka Water Supply Network Improvement Project (DWSNIP) ICB Package 2.9 (3rd Batch DMA: 212, 213 and 214) 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.

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.

Resettlement Plan

Project number: 47254-003 September 2020

BAN: Dhaka Water Supply Network Improvement Project (DWSNIP) – ICB Package 2.9 (3rd Batch DMA: 212, 213 and 214)

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.

CURRENCY EQUIVALENTS (as of Aug 29, 2020)

Currency Unit – Tk Tk1.00 = $0. 01 2 $1.00 = Tk 84.80

ABBREVIATIONS ADB Asian Development Bank AP Affected Person ARIPA Acquisition and Requisition of Immovable Properties Act ADD Average Daily Demand (water supply) BBS Bangladesh Bureau of Statistics BPL Below Poverty Level CPTU Central Procurement Technical Unit CRO Complaint Receiving Officer DC Deputy Commissioner DMA District Metered Area DMC Development Member Countries DMSC Design, Management and Supervision Consultants DNCC Dhaka North City Corporation DPHE Department of Public Health Engineering DPP Development Project Proforma DSCC Dhaka South City Corporation DTW Deep Tubewell DWASA Dhaka Water Supply and Sewerage Authority DWSNIP Dhaka Water Supply Network Improvement Project EMP Environmental Management Plan ERD Economic Relations Division 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 IR Involuntary Resettlement 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 PB Pipe Bursting 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 RoW Right of Way RF Resettlement Framework RP Resettlement Plan SSMR Social Safeguards Monitoring Report SPS Safeguard Policy Statement ToR Terms of Reference UPVC Unplasticized Polyvinyl Chloride

WEIGHTS AND MEASURES

Km - Kilometer m2 - Square Meter Mm - Millimeter m3 - Micrograms Per Cubic Meter

CONTENT CURRENCY EQUIVALENTS ...... 0 ABBREVIATIONS ...... 1 WEIGHTS AND MEASURES ...... 1 CONTENT ...... 3 EXECUTIVE SUMMARY ...... 4 I. PROJECT DESCRIPTION ...... 7 A. INTRODUCTION ...... 7 B. PROPOSED WATER NETWORK COMPONENTS ...... 9 TABLE 1: MAJOR COMPONENTS OF 3 DMAS UNDER ICB 2.9 ...... 11 FIGURE 1: PROJECT LOCATION MAP OF ICB 2.9 AMONG ALL ZONES OF DWASA ...... 12 FIGURE 2: LOCATION MAP OF ICB 2.9 IN ZONE-2 ...... 13 FIGURE 3: SATELLITE MAP OF 3 DMA UNDER ICB 2.9; ZONE-2 ...... 14 III. SCOPE OF LAND ACQUISITION AND RESETTLEMENT ...... 16 A. ASSESSMENT METHODOLOGY, SCOPE OF LAND ACQUISITION AND OTHER IMPACTS...... 16 B. INVOLUNTARY RESETTLEMENT AND IMPACT DURING CONSTRUCTION ...... 17 TABLE 2: INVOLUNTARY RESETTLEMENT IMPACTS IN PACKAGE 2.9 (3RD BATCH) ...... 20 IV. SOCIOECONOMIC INFORMATION AND PROFILE OF APS ...... 20 V. INFORMATION DISCLOSURE, CONSULTATION, AND PARTICIPATION...... 21 VI. GRIEVANCE REDRESS MECHANISM (GRM) ...... 24 TABLE 3: GRIEVANCE REDRESS PROCEDURES ...... 26 VII. POLICY AND LEGAL FRAMEWORK ...... 28 VIII. ENTITLEMENTS, ASSISTANCE AND BENEFITS ...... 28 A. TYPES OF LOSSES AND AFFECTED PERSON CATEGORY ...... 29 B. PRINCIPLES, LEGAL, AND POLICY COMMITMENTS ...... 29 C. ENTITLEMENT ...... 29 TABLE 4: ENTITLEMENT MATRIX ...... 30 IX. RELOCATION AND INCOME RESTORATION ...... 31 X. RESETTLEMENT BUDGET ...... 32 TABLE 5: INDICATIVE COST FOR RP IMPLEMENTATION FOR THE IDENTIFIED PROJECT IMPACTS ...... 32 XI. INSTITUTIONAL ARRANGEMENTS ...... 33 TABLE 6: INSTITUTIONAL ROLES AND RESPONSIBILITIES FOR SAFEGUARDS IMPLEMENTATION ...... 33 XII. IMPLEMENTATION SCHEDULE ...... 34 TABLE 7: IMPLEMENTATION SCHEDULE...... 34 XIII. MONITORING AND REPORTING ...... 35

APPENDIX 1: RECORDS OF PUBLIC CONSULTATIONS ...... 36 APPENDIX 2: PHOTOGRAPHS OF IMPACT FREE ROADS AND AFFECTED PERSONS ...... 66 APPENDIX 3: SOCIO-ECONOMIC DETAILS OF LIKELY AFFECTED PERSONS ...... 69 APPENDIX 4: PHOTOGRAPHS OF THE ROADS DAY AND NIGHT ...... 71 APPENDIX 5: DETAILS OF ROAD & PIPE IN ICB 2.9 (DMA: 212, 213 AND 214) ...... 74 APPENDIX 6: SAMPLE GRIEVANCE REGISTRATION FORM ...... 116 APPENDIX 7: MONITORING FORMAT FOR SOCIAL SAFEGUARDS COMPLIANCE ...... 118 APPENDIX 8: GAZETTE ON MINIMUM WAGE IN GARMENTS SECTOR ISSUED BY BANGLADESH GOVERNMENT 119 APPENDIX 9: LEAFLET FOR PROJECT INFORMATION DISCLOSURE ...... 125

EXECUTIVE SUMMARY

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.

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%.

Project Components . The third batch of ICB 2.9 covers 3 DMA – 212, 213 and 214 under DWSNIP aims to provide smooth water supply with modern technology in Old Dhaka. The components of the 3 DMAs are (i) rehabilitation of 47.26 km distribution network under Zone 2; (ii) service connections including installations of meter chamber, domestic meters and floating valve; (iii) installations of valves, bulk meters and loggers, and so on. 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. The sub- projects locations are Bongshal and Chawk Bazar in DMA 212, Nayabazar, Bongshal, Mahuttuli in DMA 213 and Choto Katra, Chawk Bazar, Kotowali and Mitford in DMA 214 in old Dhaka, spread over the wards 29, 30, 31, and 32 of Dhaka South City Corporation (DSCC) covering a total area of 1.186 sq. km. The proposed sub-project will be implemented with the District Metered Area (DMA) approach.

Selection of DMA . The three DMAs have been selected as 3rd batch due to locations’

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).

4 importance. The sub-project is situated at the southern part of the mega city of Dhaka, mainly a part of the historic city of ‘Old Dhaka’, close to each other. All the model and detailed designs of these DMAs have been completed by contractors supported by DMSC.

Updating the Resettlement Plan . In 2015-2016, the feasibility team in order to collect data investigated whether an involuntary resettlement impact to structures and persons could be affected by the sub-projects. A resettlement plan was developed at that time for all DMAs in ICB Package 2.9. Now, based on census survey undertaken in early 2020 the resettlement plan is being updated prior to commencement of the construction work. Census survey has been conducted in 3 DMA (212, 213 and 214) in order to identify involuntary resettlement impact. The pipeline will be laid within the existing Right of Way (RoW) owned by the Dhaka South City Corporation (DSCC). The city corporation is also the owner of the utility ROW. No new Deep Tube Wells (DTW) are proposed for installation in these DMAs which to be required any new land. Since the impact of the sub-projects would be minimal and no land acquisition would be required, the project has been categorized as Category-B for involuntary resettlement according to ADB’s SPS, 2009.

Most of the water supply pipeline will be installed using trenchless technology and remaining pipeline will be accomplished through the open cut method (please see the pipe lying method in Appendix-5). The 3 DMA 212, 213 and 214 are characterized by high population density, relatively widened 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 rehabilitation of network extension. In situations where the contractors prefer the traditional trenching technology, the case must be justified and approved by Dhaka WASA. During the survey and data collected by the resettlement nongovernmental organization (NGO) and contractor for preparing the resettlement plan, involuntary resettlement impact in terms of income loss to street vendors was visible in the area. Involuntary resettlement impact was found in both the DMAs. During the implementation, the sub-project is likely to have temporary livelihood impacts on mobile vendors. The areas are 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 resettlement plan is updated for 3 those DMAs, named as 3rd batch.

Scope of Land Acquisition & Involuntary Resettlement Impacts. The resettlement plan 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. 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 from January to July 2020. The census and socio-economic survey have been conducted based on the detailed design prepared by the contractor. The date of the completion of the survey for this sub-project was August 10, 2020. During the COVID-19 pandemic, the team maintain health rules and distancing to visit and interview the stakeholders including affected persons.

The involuntary resettlement impacts for pipe-laying work will be mitigated and managed by Dhaka WASA as per the provisions of ADB’s SPS-2009. The resettlement plan 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, formal and 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 and so on. Monitoring and

5 implementation of the resettlement plan will be presented in the monthly progress report and finally in semi-annual social safeguard monitoring report for review by Dhaka WASA as per SPS 2009.

Involuntary Resettlement Impact: Census survey has been conducted in all 3 DMAs in order to identify involuntary resettlement impact. During the construction work, the involuntary resettlement impact will be income loss from business of 14 street vendors of whom all are male. The total population is 58 (Male 31 and Female 27) belonging to the 14 affected persons’ families. All the affected persons are small-scale vendors who will move their belongings (i.e. wares and carts) 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 an average net daily income of BDT 535 (derived from census) during construction. 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. 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 work.

Resettlement Budget. The resettlement cost for 3 DMAs (3rd batch) under ICB 2.9 is about BDT 57673 at the exchange rate of USD 84.80 as of preparation date of present report is USD 680.11. The cost included 10% contingency and will be met from Bangladesh government funds. A total of 14 mobile vendors (affected person) will be paid for involuntary resettlement impact of income loss from business.

Mode of payment . Issuing cash cheque by the PMU will be the mode of compensation payment to the affected persons. 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.

Institutional setup . Dhaka WASA is the Executing Agency (EA) 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.

I. PROJECT DESCRIPTION

A. Introduction

1. Project description. The Government of Bangladesh (GOB) has undertaken the project, Dhaka Water Supply Network Improvement 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 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.

2. 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 ADB financed projects for DWASA by improving service delivery and capacity building. 6

3. 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 increased 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 9.

4. Under the ongoing 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

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 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 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%, 10 assured good quality potable water directly from taps without any other treatment and all the authorized or legalized connections.

5. A remaining challenge for DWASA is to enhance efficiency gains throughout its service area and reduce overall physical losses and nonrevenue water (NRW) 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 NRW with appropriate tariff level will also generate additional revenues for DWASA.

6. 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, 11 and (ii) coping with disaster adapting to climate change and safeguarding environment in the National Strategy for Water Supply and Sanitation. 12 The outcome will be sustainable provision of more reliable, improved, and climate-resilient water supply in Dhaka city.

7. 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 projects 13 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, 14 and (ii) additional financing to complete civil work contracts of DMAs under DWSSDP. 15 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; 16 (ii) strengthening monitoring capacity at the zone level with renewed standard operating procedures, 17 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

10 Physical losses in thirty commissioned DMAs range from 1.58% to 14.06% (DWASA estimates). 11 Government of Bangladesh, Planning Commission, Ministry of Planning. 2015. Seventh Five-Year Plan: FY2016- FY2020. Dhaka. 12 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. 13 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. 14 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. 15 The estimated cost of ADB’s additional financing portion is $36.9 million due to increased requirements of work and goods and price escalation. 16 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. 17 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. 8

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; 18 (ii) 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) 19 enhance project readiness of future investment.

8. Categorization. The draft resettlement plan for Package ICB 2.9 (3rd Batch; DMA 212, 213 and 214) is based on the detailed design. All the DMAs’ model and detailed designs have been completed by contractors supported by DMSC 20 . Compensation and entitlement principles of this resettlement plan are based on Bangladesh government’s Acquisition and Requisition of Immovable Property Act, 2017 (ARIPA) and ADB’s Safeguard Policy Statement (SPS), 2009. The pipeline will be laid within the existing DNCC Right of Way (RoW). The city corporation is also the owner of the utility ROW. No new Deep Tube Well (DTW) is proposed for installation in these DMAs. 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

9. Description of the Area . The 3 DMA 212, 213 and 214) of ICB package of 2.9 covers an area of 1.186 km2, is situated at the southern part of the mega city of Dhaka, mainly a part of the historic city of ‘Old Dhaka’. The area has many roads and narrow roads with a high volume of traffic. DMA 212, 213 and 214 are located at Bongshal and Chawk Bazar in DMA 212, Nayabazar, Bongshal, and Mahuttuli in DMA 213 and Chhoto Katra, Chawk Bazar, Kotowali and Mitford in DMA 214 in old Dhaka, spread over the wards 29, 30, 31, and 32 of Dhaka South City Corporation (DSCC). All these locations mentioned here, are spread through all the three DMAs. Short descriptions, with their historic significances, are described as follows:

10. Bangshal: It is a busy and well-known area in Dhaka City. The whole area comprises small and medium markets and houses for residents. The area is famous for bicycles. Bicycles and bicycle spare parts are supplied from Bangshal Market to all over the country. Retailers and wholesalers from all over the country come here to collect those goods. Many importers are also located in this market, which also features some famous electronics brand company showrooms. Beside these, stationery, grocery, vegetable, meat, and building material shops are found here. There are about 7000 variety of shops available in Bangshal area, being operational from 8:00 am to 8:00 pm.

11. Chawk Bazaar, in Lalbagh of the Old Dhaka is a well-known bazaar (Market place), dates back to the Mughal period. It was one of the most famous business and social meeting centers of Dhaka in the Mughal period. Even after 400 years it is still famous as before. It is one of Dhaka’s old town market and it formed in the place where other old markets once were. King

18 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 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. 19 DWASA will engage consultants to prepare future projects mainly for sewerage management. 20 DMS Consultants, DWSNIP, May 2020. 9

Maan Singh protested for the country on behalf of Mugal kingdom. In 1602 he transferred the head office in Bawal to the present Central Prison and also the Mughal Durgo, that’s how Chawk Bazar formed.

12. Naya Bazaar is situated in old Dhaka on the bank of the Buriganga River. Babu Bazaar is the most famous wholesale rice market of Dhaka City. The new extension of Babu Bazaar known as Naya Bazaar (New Bazaar). This is the main source for rice in Dhaka City. There are no retail shops in the bazaar; only wholesale buyers can buy rice. There are more than 300 rice shops. This market is also famous for medicine, paper and perfume. In the medicine market there are about 100 shops and in the perfume market there are about 120 shops. In the paper market they produce various kinds of paper in different sizes and colors. In the Babu Bazaar there is also a big fruit cold-storage facility. Different kinds of seasonal fruits are stored here for a long time. There is also a shrine of Hazrat Baba Bahar Shah in the bazaar. Many people regularly come here to pray to fulfill their desire to be free of disease.

13. Choto Katra is one of the two Katras built during Mughal's regime in Dhaka, Bangladesh. Choto means small and 'Katra/ katara' in Arabic and Persian means 'Caravan (Karwan) Sarai' or simply a 'Sarai'. It was constructed in 1663 by Shaista Khan, Subahdar of Bengal of that time. It is on Hakim Habibur Rahman lane on the bank of the Buriganga River. Basically it was built to accommodate some officials and Shaista Khan's expanding family. Choto Katra is slightly smaller than Bara Katra, but similar in plan and it is about 185 metres east to it.

14. The structures around the courtyard have undergone much renovation, reconstruction and repair. It is evident that the structure has lost much of its original. Many modern extensions were also added to the original building. The three storied gateway on the river side has assumed some colonial features. The triple windows and the lofty angle towers reflect the colonial influence during subsequent restoration. The Katra has two gateways - to the north and south. The southern one is the main entrance. Both the gateways, though much altered recently are still in dire condition. There are two octagonal towers in the two outer corners of the south wall of the structure. Inside, there is a tomb of Champa Bibi, but there is no correct history regarding her identity. There was a small mosque within its enclosure which is ruined.

15. It is evident that the structure has lost much of its original look through indiscriminate alterations and unworthy restoration, though they have given it some durability. The two Katras of Dhaka have not been taken under the protection of the Department of Archaeology, and the specimens of this type of architecture in Bangladesh are on the verge of total extinction. [Ayesha Begum]

16. Basically, the present city of Dhaka has started shaping towards the present position through the expansions along the river Buriganga, with the hands of many rulers, including the governments of present days, throughout the period of last 3 centuries. People from different areas of the country and also different places of the subcontinent gathered along the area for living with different trades, ranging from small or tiny businesses to jobs with government level responsibilities. The overall scenarios changed for several times with the historic changes in ruling systems and eras. Due to the high density of population in these areas, the quality of living has not improved up to optimum level due to inadequate infrastructural facilities prevailing in the area.

17. The overall environmental surroundings in old Dhaka area is not clean due to unplanned settings of residential houses associated with high population density, different businesses, small and medium size industries, poor or no maintenance of old canals and water bodies etc. There are some roadside water hydrants which were established by the Dhaka Municipality and 10

are now maintained by DSCC, as elsewhere in the Old Dhaka areas, are good sources of water for the local low-income level population

18. Sub-project Description . The project aims to provide an improved water supply system that consists of infrastructure to collect, treat, store, and distribute water between water sources and consumers. The purpose of distribution system is to deliver water to the consumer 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.

19. The proposed project will be implemented with the DMA approach. Civil work proposed in the DMAs will include the rehabilitation and extension of distribution network including survey, design and installation. Service connections and 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. will also be included in the DMAs. For efficient and effective execution, the package will be implemented through a design-build contract.

20. The sub-project of DMA 212, 213 and 214 is located in Zone-2 of Dhaka WASA requires (i) rehabilitation of 47.26 km distribution network; (ii) service connections including installations of meter chamber, domestic meters and floating valve; and (iii) installations of valves, bulk 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. The proposed project will be implemented with the District Metered Area (DMA) approach. Detailed design and network mapping have been finalized by the consultants and contractors. The involuntary resettlement impact will be happened mostly on the RoW and there is no need to further update in this resettlement plan as the RP has been updated based on the detailed design and the civil work will be started shortly.

Table 1: Major components of 3 DMAs under ICB 2.9 Sl Components Remark Unit Quantity

Network Rehabilitation under 1. 3 DMA 212, 213 and 214 km 47.26 ICB-2.9 2 Area Total area for 3 DMAs Km 2 1.186

3. Installation of Pipes and Fittings HDPE (75-400 mm) km 47.26 Domestic water meter with AMR 4. Household meter No. 5898 provision Liquid Chlorine with chlorination 5. Chlorinator No. 11 equipment SCADA will be implemented in 3 6. SCADA No. 3 DMAs Source: DMSC, DWSNIP, Dhaka WASA, August 2020

21. Ownership of the Roads . The owner of the roads through which the pipes are laid in the area is DSCC. It is also the owner of the utility ROW. The contractor has applied for the road cutting permission to the concerned City Corporation. The permission is expected to be obtained shortly and will be included in next SSMR. The following Figure 1 and Figure 2 show the sub-project area (Map) and Figure 3 shows the Google Map (location) of the 3 DMAs under 11

ICB 2.9.

Figure 1: Project Location Map of ICB 2.9 among all Zones of DWASA

Figure 2: Location Map of ICB 2.9 in Zone-2

Figure 3: Satellite Map of 3 DMA under ICB 2.9; Zone-2 DMA 212

II.

DMA 213

DMA 214

III. SCOPE OF LAND ACQUISITION AND RESETTLEMENT

A. Assessment Methodology, Scope of Land Acquisition and Other impacts.

22. 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 Package-2.9; 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.

23. The resettlement NGO has carried out an assessment for identifying involuntary resettlement impacts whether temporary or permanent. The sub-project will not have any land acquisition and the implementation activities will be taken place in 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. No permanent impact has been found during the census and survey. The field visits to the sub-project areas were made in the months

16 from January to March 2020. Again, after the corona pandemic situation during June to July 2020, follow up communications and visits were made to ascertain the status of the project affected persons earlier. The routes visited were based on the model and detailed design submitted by the contractors. The date of the completion of the survey for this sub-project was August 10, 2020.

24. The resettlement impacts for civil work has been assessed and the result of the assessment will be mitigated by Dhaka WASA as per the provisions of ADB’s SPS-2009. The resettlement plan 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.

25. Census of affected persons (APs) and inventory of affected assets . A census survey has been conducted in all 3 DMAs in order to identify involuntary resettlement impact from January to July, 2020 including the including 3 follow up visit in June - July 2020, after the lockdown situation. The areas are Bongshal and Chawk Bazar in DMA 212, Nayabazar, Bongshal, Mahuttuli in DMA 213 and Choto Katra, Chawk Bazar, Kotowali and Mitford in DMA 214, covering a total area of 1.186 Sq. Km in old Dhaka, spread over the wards 29, 30, 31, and 32 of Dhaka South City Corporation (DSCC). The original field surveys were done in months of January and March of 2020 and preparation for updating the RP was going on through other related information gathering works. But from middle of March to May 2020, there was an interruption of businesses, due to corona pandemic situation. SAMAHAR resettlement team continued following up of the situation of affected persons identified. A total of 14 affected persons have been found who have been continuing their businesses on the streets will be affected by the pipe laying work. Summary of census result is depicted in the next section of ‘Socio-Economic Information and Profile of Affected Persons’ as well as in Appendix 3 .

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

B. Involuntary Resettlement and Impact during Construction

27. The resettlement plan was prepared during 2015-2016 for zone 2 under ICB 2.9. Now the resettlement plan has been updated for the 3rd Batch of ICB Package 2.9 that is comprised of 3 DMA – 212, 213 and 214. 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 2.9. Rehabilitation of 47.26 km of water distribution network and about 5898 numbers of service connections will take place under the project. No new DTW is proposed for installation in these DMAs.

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. 17

28. Most of the areas have been developed in unplanned way, densely populated by lower and middle–income inhabitants. All the areas are in the ‘Old Dhaka’ areas under the Dhaka South City Corporation – characterized by unplanned roads and housing facilities, narrow roads and relatively moderate 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 (photographs of roads at day and night are attached in Appendix 2 ). For this reason and minimizing public disturbance, it is expected that trenchless techniques 22 will be used for rehabilitation of network extension. In situations where the contractors prefer the traditional trenching technology, 23 the case must be justified and approved by Dhaka WASA.

29. 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 October 01, 2020 24 . 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-5 shows details of road wise pipe length, diameter, trench width (open cut) and pipe laying method whether it is open cut or trenchless 25 . These would be finalized soon in line with finalization of detailed design. Site specific EMP will also address the management and mitigation measures.

30. 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 can be used. The contractors will address the issue and redress the grievances. There is also a traffic management plan (TMP) in ICB 2.9 prepared by contractors. Alternative route using plan, signage and related issues are incorporated in the TMP 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 problem. Access, especially emergency access will be maintained carefully following the provisions in the 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/steel 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 metre 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 in the 3 DMAs along with other relevant photographs.

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-02.9, DMS Consultant, DWSNIP, DWASA, (Weekly meeting at DMSC) 25 DMS Consultants, DWSNIP, July 2020 18

31. Project Management Unit (PMU) officials, consultants, contractors and Non-Governmental Organization (NGO) will organize meetings with stakeholders; hanging notice at Project Coordination Unit (PCU) i.e. zonal office of Dhaka WASA, DMS, contractor and NGO’s site offices, and doing miking (message disseminating through loud speaker) to inform dwellers of the DMA 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.

32. There can be temporary economic impacts if roads are required to be closed for short periods and customers are unable to get 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.

33. Pit locations and its impacts. Detailed designs of the 3 DMAs have been finalized. However, it is evident from the discussions with engineers and contractors that beyond the detailed design there might require some pit considering any change in design or alignment. That change could bring impacts that were not identified by survey. NGO and contractors will regularly assess under the supervision of PMU officials and DMS consultants. In case any impacts are found during construction work that will duly be mitigated and compensated.

34. 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 3 DMAs in order to identify involuntary resettlement impact. At all the 3 DMA – 212, 213 and 214, there are likely to be temporary livelihood impacts on street vendors. During the construction work, the involuntary resettlement impact will be income loss from business of 14 street vendors of whom all are male. The total population is 58 (Male 31 and Female 27) derived from the affected persons’ families. All the persons who are involved as small-scale vendors will move their belongings easily. Since the businesses are mobile or movable, no structure loss is anticipated. All the affected business owners can return to the original sites once the construction is completed. All the affected persons are business owners; 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 in 3 DMAs. During the construction work, contractors will assist DMS and NGO to identify the unanticipated involuntary resettlement impact. If any impact occurs that will be duly mitigated and/or compensated by the project.

35. Considering installation of pipe lines through open-cut method, about 7 days will be needed for a vender to relocate his previous place for operating business. Methods of pipe bursting and HDD for pipe laying work requires less time than open cut 26 . As per the assessment made during the census, implementation of the civil work is likely to have temporary livelihood impacts on street vendors in some relatively busy roads and market areas. Average daily net income of the affected persons is BDT 535. Affected persons will be compensated for their actual income loss disruption for 7 days. If the actual number of days of disruption is higher than the 7 days specified, additional compensation will be paid. The affected persons can return to their original

26 Details of the methods open cut, PB and HDD, applicable in which roads will have the detailed design that is not finalised yet. 19

sites after the construction. 27 Table 2, below, describes the involuntary resettlement impacts identified during the assessment of the package.

Table 2: Involuntary Resettlement Impacts in Package 2.9 (3 rd batch) Sl Area Affected Persons (AP) Temporary Economic Remarks Impacts & Average Daily Income 1 DMA:212 Affected persons:8 IncomeAverage loss fordaily 7 days income of Chawk Bazar Male: 8, Female:0 each AP No. of affected HH (Average daily income BDT members = 34 (Male-17, 506) Female- 17) 2 DMA:213 Affected persons:4 Income loss for 7 days of Nayabazar, Bongshal, Male: 4, Female:0 each AP Tiny movable shop; Mahuttuli No. of affected HH (Average daily income BDT pots, wooden plates, members = 18 (Male-10, 575) rickshaw van - those Female- 8) will not be damaged or any other losses 3 DMA: 214 Affected persons:2 Income loss for 7 days of incurred in this regard, Choto Katra, Chawk Male:2, Female: 0 each AP thus compensatio n Bazar, Kotwali and No. of affected HH (Average daily income BDT is not required Mitford members = 6 (Male-4, 550) Female-2) Total HH members - Total affected HHs: 14 (Male-14, Female- 0) Average daily income in 3 DMAs - Total HH members: 58 (Male-31, Female- 27); of all DMAs is BDT535 (USD 6.31) Source: Survey, Resettlement NGO, SAMAHAR, August 2020

36. Affected Person with vulnerability. The census and socio-economic survey undertaken by resettlement NGO, revealed that no affected person is found vulnerable.

IV. SOCIOECONOMIC INFORMATION AND PROFILE OF APs

37. Rehabilitation of 47.26 km of water distribution network will take place on the existing roads under the project. The 3 DMAs are characterized by medium population density, unplanned roads and housing facilities, wider roads and relatively low traffic are absence 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 3 DMAs revealed that neither female-headed households nor households with elderly members were identified in the project location. 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.

38. Although there is no female-headed household in the 3 DMAs, any negative impacts on 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

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. 20 entitlement matrix of this resettlement plan. 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).

39. 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 willingness and determinations to continue with their business in the same area after construction work is completed.

40. The census survey has gathered socio-economic characteristics of the affected 6 mobile vendors of whom 14 are male and no female. They are selling different types of products and services in temporary as well as movable shops on the RoW. The total population is 58 (Male 31 and Female 27) derived from 14 affected persons’ families. The average family size is 4.14. There are 10 children, of age less than 18 years, in the families of affected persons. Among them 4 are of age under 5 years and 6 are in the age range from 6 to 18 years.

41. Age: The average age of affected persons is 43.9 years. Majority of affected persons ages fall in the range of 50-59 years (43%), when 22% are in the range of 30-39 years, and 14% in the ranges of 20-29 years and of 40-49 years each. Only one (7%) AP’s age is 60. All the affected persons, are of age from 20 years to 60 years when no affected person’s age is above 60 years.

42. According to the survey, 57% of the affected persons are illiterate, cannot read or write and 36 % have completed primary level education and 7 % have secondary level education.

43. Business type: The major businesses of the affected persons are found tea stall (43%). Other businesses of the affected persons are involved in hotel ( 14 %), selling betel leaf and cigarette (14%), shoe repair (14%), selling fruits (7%) and selling plastic bags (7 %).

44. Investments: The average investment of affected persons, in their businesses is about BDT 14000. The majority of the affected persons (66%) have invested BDT 15000, among whom 17% have invested BDT 10000 and another 17% have investment within BDT 20000.

45. Daily income. Average daily income of affected persons is BDT 535. All the affected persons have their daily income is BDT 600 or less. Among them 50 % have daily income is BDT 600, and the other 50 % have income in the range of of BDT400 - 500. All the affected persons will face daily income loss from the development works to be implemented by the project. Details of each affected person, type of loss, photos and related information are attached in Appendix 3 .

V. INFORMATION DISCLOSURE, CONSULTATION, AND PARTICIPATION

46. 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 21 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.

47. 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 resettlement plan 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.

48. The proposed consultation plan will include the following. i) In case of any change in the distribution pipe line alignments, the affected persons 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 resettlement plan. ii) SAMAHAR will carry out information dissemination sessions in the project area and solicit the help of the local Ward Councillors of DSCC/community leaders. iii) During the implementation of the resettlement plan, PMU will organize public meetings, and will apprise the communities of the progress in the implementation of project works.

49. In course of developing the resettlement plan for 3 DMAs of ICB 2.9, intensive field visit, census survey, and some formal and informal meetings with stakeholders were conducted from January to July 2020. Public consultations 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.

50. SAMAHAR, resettlement NGO, conducted 5 consultation meetings and a couple of informal discussion with stakeholders during the up-gradation of this resettlement plan. The local communities and people have unanimously been welcoming the project and responded that they would provide all-out cooperation to the project activities, nobody is against it. A total of 358 local residents (male-118, female-240) including businessmen, service holders, teachers, laborers, shop keepers, students, housewives and few community leaders representing the area participated in the meetings. Issues related to the project have been shared with the participants. In the consultation meeting, different problems related to water have been revealed .

51. Migrant people come from rural area to the city explicitly to get works. They take whatever work they are able to find. The poor migrants have been found in the project locations involving rickshaw-pulling, daily work as labourer, vegetable selling, tea stall business, fruit selling, cigarette / betel leaf selling, shoe repairing, snacks (pitha, puffed rice, chotpoti, drinks etc.), road side restaurant business and so on. They may not have well facilities with bed, kitchen, hygiene toilet and safe water for living. Roadside water taps found in the areas are the main source of water for these people. It is revealed in the meetings with local inhabitants that these roadside 22 water taps must be continued in the upcoming civil work under DWSNIP. Some poor households don’t have any water supply home connection. They requested consider the issue and provide stand points at different locations also, so poor inhabitants can access to have safe drinking water.

52. Participants during meetings emphasized non-stop water supply to extinguish fires that took place in Dhaka city including old Dhaka recently. They also said, water hydrants are considered the best solution in places which lack adequate water reserves. Rivers that are surrounded in Dhaka city are being extremely contaminated and dried up in dry season. Most of the canals and lakes those were laying like a net in Dhaka are being filled up and grabbed by miscreants. People and fire brigade wouldn’t have to cry for water if all of the water bodies were maintained properly. For these particular reasons, participants demand water hydrants to be set up at different places to counteract emergency situations, when a water source is an utmost and only important option, under the project.

53. Project components and its benefits, impacts and resettlement issues were discussed, and opinions exchanged with the community and affected persons. Majority of the participants in the discussions with the affected people demanded compensation for their income loss. In most of the cases the route along main roads are free from impacts. Vendors in the smaller lanes in the interior will be the ones most affected. They have temporary structures and they have been occupying these spaces for running their livelihood for years. The following photographs show the interview taken from affected persons and other stakeholders

54. Census survey including socio-economic survey has also been conducted in all 3 DMAs in order to identify involuntary resettlement 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 affected persons. 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- 23 economic details of likely affected persons is attached in Appendix 3 .

55. There is positive support from all quarters 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.

56. Relevant resettlement information (summary of the resettlement plan) translated in local language (Bengali) will have to be provided at accessible places in a timely manner. The updated resettlement plan will be made available at PMU, Dhaka WASA and PCU offices. The resettlement plan may also be disclosed on websites of Dhaka WASA, PMU and ADB. Information dissemination and consultation will continue throughout the implementation of the project activities.

57. The program on public consultation and disclosure with all interested and affected parties will continue throughout the project implementation, and shall include: (a) Consultations during 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. (b) Project disclosure: (a) public information campaigns (leaflet distribution to the communities; the Appendix 9 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.

58. Involvement of NGO, CBOs and women’s organizations. The NGOs and 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.

VI. GRIEVANCE REDRESS MECHANISM (GRM) 59. 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 24 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-6: English and Bengali grievance registers form).

60. 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.

61. 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.

62. 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.

63. 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.

64. 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.

65. 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.

66. 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 25

days from the date of lodging the complaints.

67. The GRCs will be activated during resettlement plan 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.

68. 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-3 below. Table 3: 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. 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 o rganizes 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 a nd not related to compensation under GOB law, GRC will hold sessions with aggrieved affected persons, minutes recorded. The GRC will provide recommendation for PD for review and approval. Step 4 The GRC minutes, approved by the project director, will be r eceived at the conveners’ office. The approved verdict is communicated to the complainant affected person in writing. The affec ted person may accept GRC decision; if not, he/she may file a case in the court of law for further appeal.

69. The flow chart of GRM is in figure 4 as follows:

Figure 4: The Flow Chart of Grievance Redress Mechanism

70. 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.

71. Record keeping. Records of all grievances received, including contact details of 27 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.

72. 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.

73. 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.

74. A sample of Grievance Form in English and Bangla is attached in Appendix 6. These will be filled by PMU safeguard officer or NGO staff in charge for GRM monitoring and record keeping. VII. POLICY AND LEGAL FRAMEWORK

75. 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.

76. 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.

77. Government of Bangladesh Laws and Policies . 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.

78. This resettlement plan 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.

VIII. ENTITLEMENTS, ASSISTANCE AND BENEFITS

A. Types of Losses and Affected Person Category

79. The types of losses – permanent or temporary, total or partial due to the project include (i) loss of income from business; and (viii) interruption of access from residence to working place and trading.

80. 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.

81. The following categories of affected persons are likely to be impacted due to the implementation of the project:

a. Affected persons losing income or livelihoods – affected persons whose business as source of income, or livelihood are affected temporarily.

B. Principles, Legal, and Policy Commitments

82. Upgradation of the resettlement plan has the following specific principles based on ARIPA- 2017 and ADB SPS, 2009:

(i) 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; (ii) 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; (iii) 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; (iv) 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 entitlement matrix of this Resettlement Plan; (v) Before starting civil works, compensation and resettlement and rehabilitation (R&R) assistance will be paid in full in accordance with the provisions described in resettlement plan; (vi) Appropriate GRM will be established to ensure speedy resolution of disputes; (vii) all activities related to resettlement planning, implementation, and monitoring will ensure the involvement of women and other vulnerable groups; (viii) Consultations with the affected persons will continue during the implementation of resettlement and rehabilitation works; and (ix) 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.

C. Entitlement

83. The Entitlement Matrix (Table 5) specifies that any displaced person will be entitled to (i) compensation for loss of business income.

84. 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 resettlement plan is loss of income from business. Mode of payment will be used for giving compensation is cash cheque issued by the PMU that APs will receive from Bank.

85. 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 (BPL) and vulnerable 28 , if any.

86. The Entitlement Matrix (Table-4) specifies that any displaced person will be entitled to (i) compensation for loss of business/wage income.

Table 4: Entitlement Matrix Type of Loss Specification Eligibility Entitlements 1. INCOME RESTORATION Businesses Temporary business Owner • Cash compensation equal to lost income loss due to land business during period of business interruption based acquisition and/or (registered, on tax record or, in its absence, comparable resettlement or informal) rates from registered businesses of the same construction activities of type with tax records or Government of of project Bangladesh registered minimum wage, whichever is higher • Assistance to re-establish business. APs 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. 2. SPECIAL PROVISIONS Vulnerable All Subsistence allowance of minimum of 2 affected vulnerable months of official minimum wage* persons ** affected Preferential selection for project- related persons employment 29 (for vulnerable).

28 The following categories of displaced persons have been identified as vulnerable groups in the project: poor (BPL), persons with disabilities, landless or without title to land, female-headed households, elderly, children including child labour and orphans, and small ethnic communities. The eligibility for elderly will follow the definition of the Department of Social Service of Ministry of Social Welfare, Government of Bangladesh that uses 65 years age for man and 62 years age for woman to define elderly people. They are considered as vulnerable and entitle to additional assistance (two-times of monthly minimum wage). In addition, 2016-2017 BPL for Dhaka urban area 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}. 29 Any 1 member of the vulnerable APs’ household who is able and willing to work, will be provided the option of project-related employment. 30

Other un-identified Unanticipated impacts All APs To be determined in accordance with the impacts and negotiated chang es involuntary resettlement safeguards to entitlements. *** requirements of the ADB’s SPS-2009 Project RP to be updated and disclosed on ADB website Standards of the entitlement matrix of the RP not to be lowered

*The Minimum Wage Tk 8,000 (monthly) refer to monthly minimum pay for workers in the garment industry in Bangladesh. The minimum wage at the time of RP implementation/compensation payment will be applicable. **The following categories of displaced persons have been identified as vulnerable groups in the project: poor (BPL), persons with disabilities, landless or without title to land, female-headed households, elderly, children including child labour and orphans, and small ethnic communities. The eligibility for elderly will follow the definition of the Department of Social Service of Ministry of Social Welfare, Government of Bangladesh that uses 65 years age for man and 62 years age for woman to define elderly people. ***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.

IX. RELOCATION AND INCOME RESTORATION

87. 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 3 DMA during construction. Compensation will be paid by PMU, Dhaka WASA as per the result of census following entitlement matrix. Affected person suffering temporary income loss from business are eligible for the cash assistance based on the average net daily income BDT 575 derived from census for the period of disruption that has been rounded off BDT 575. 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.

88. 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 8000 30 in order to enabling improvement of their socioeconomic status. However, there was no vulnerable affected person found in the census and survey in order to update the resettlement plan.

89. 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.

30 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- 8 for the gazette notification on minimum wage).

X. RESETTLEMENT BUDGET

90. The resettlement cost estimate for this sub-project includes compensation in case business interruptions prove to be unavoidable. Resettlement assistance to APs 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 person 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 535. The budgetary provisions for compensation have been made for 7 days for each affected persons as per actual income loss and number of days.

91. Resettlement cost. The following, Table-5, presents the resettlement costs which include income loss of 14 affected persons. The resettlement cost for 3 DMAs under the 3rd batch of ICB 2.9 is about BDT 57673 at the exchange rate of USD 84.80 as of preparation date of present report is USD 680.11 (the amount may vary for changing exchange rate during the payment). The cost will be met from Bangladesh government funds.

92. Mode of payment will be used for giving compensation is cash cheque issued by the PMU that affected persons will receive from Bank. After receiving ADB’s concurrence of the resettlement plan, compensation for income loss will be paid prior to commencement of civil works.

Table 5: Indicative Cost for RP Implementation for the Identified Project Impacts Total Sl. Compensation Period Unit Remarks / USD Sq. ft AP Amount No. for type of loss (Days) (BDT) (USD1 = BDT 84.80) (BDT) Compensation against Affected Income Loss The average net daily income of each affected person is BDT 535.

During RP implementation, if 1 Business Income - 14 7 535 52430 proof of tax records is Loss 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.

Total 52430

Contingency 10% 5243 Grand Total 57673 USD 680.11

XI. INSTITUTIONAL ARRANGEMENTS

93. Dhaka WASA both as Executing Agency (EA) and Implementation Agency (IA) is responsible for implementation of resettlement plan 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 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 resettlement plan, and submission of semi-annual safeguard monitoring report.

94. 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.

95. 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.

96. 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.

97. Organizational procedures/institutional roles and responsibilities for safeguards implementation, and steps/activities involved in delivery of entitlements are described in the following Table-6.

Table 6: 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 33

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 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 (if any) SIU – NGO

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

XII. IMPLEMENTATION SCHEDULE 98. ICB 2.9 is to be implemented over a period of 32 months. The detailed design stage and the construction period will cover 22 months. The construction activity of 3rd batch is expected to commence in October 1, 2020. ADB’s SPS, 2009, DESWSP’s resettlement framework, 2013, and DWASA’s RFP, 2006 require that compensation for all resettlement impacts is provided before the loss is incurred, so this resettlement plan has been updated early in the design stage, and the process of arranging compensation and other entitlements will commence as soon as the updated resettlement plan has been approved by ADB.

99. All the compensation and assistance as per entitlement matrix 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 affected persons. Construction work can begin only in sites / sections where compensation has been paid. The resettlement plan implementation schedule is presented in the following Table- 7.

Table 7: Implementation Schedule Jan Feb Mar Apr May Jun Jul Aug Sep Oct Tasks 2020 2020 2020 2020 2020 2020 2020 2020 2020 2020 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 affected person including vulnerable APs, Public consultation 04 Calculation of entitlement values and resettlement budget 05 Update draft RP reflecting surveys, consultations, design changes, and due diligence results 06 Census and survey completion date 34

07 Finalization of RP 08 Project information and RP disclosure 09 Strengthening GRM 10 ADB’s Concurrence B. Resettlement Plan Implementation 11 Issuance of ID cards to APs

12 Preparation and distribution of entitlement cards (EC) to selected APs 13 Paym ent of compensation by Provisi on of cheques to APs by PMU 14 Continuing public consultation and particip ation

15 Assist in grievance and redr ess cases

16 Message dissemination by house visit and Leaflet distributio n 17 Public announcement u sing Loud speaker

18 Video documentation

19 Monthly/Quarterly M eeting at MSC/PMU office 20 Site meeti ng with MSC/PMU 21 Internal monitoring, including surveys of APs on entitl ements, satisfaction surveys

XIII. MONITORING AND REPORTING

100. Implementation of resettlement activities of ICB 2.9 (3rd batch; DMA – 212, 213 and 214) 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 expert where necessary. Monitoring data will be collected from the NGOs implementing the resettlement plan, 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 expert 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.

101. Number of days for which compensation paid and number of days of actual disruption are the indicators applicable for the resettlement plan. Internal monitoring, including surveys of affected persons on entitlements, satisfaction surveys will simultaneously be taken place during and after civil work by the NGO and contractors under supervision of DMS. During the construction work, contractors will assist NGO and DMS to identify the unanticipated involuntary resettlement impact. Monitoring on repairing and reconstruction of affected utilities, facilities, structures if any will also be duly undertaken by the NGO and contractors and will be reported in the SSMR. The sample of resettlement plan monitoring template is attached in Appendix 7.

APPENDIX 1: RECORDS OF PUBLIC CONSULTATIONS

Dhaka Water Supply Network Improvement Project (DWNSIP) NGO Services for Resettlement Works Report on Public Consultation Meetings and other Meetings Conducted

Sl. Venues DMAs Date Participants (M + F) Remarks 1. Bokshibazar Govt. Primary School 212 16.09.2019 T= 107 (M=31 F=76) PDM 2. F.K.M. Govt. Primary Girls School 213 29.08.2019 T= 120 (M=42 F=78) PDM 3. K.M. Boshir Govt. Primary School 214 20.01.2020 T=102 (M=18 F=84) PDM 4. Tea-Stall Meeting (Giasuddin) 214 14.01.2020 T=13 (M=12 F=1) TSM 5. Tea-Stall Meeting (Mustafa) 214 27.02.2020 T=16 (M=15 F=1) TSM Total- 358 (M=118+F=240)

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 Discussions in the consultation meetings:

Under the project DWNSIP and the resettlement NGO, SAMAHAR, the Resettlement team frequently communicates with the people of the project area and conducted 3 Project Disclosure Meetings and 2 Tea-Stall Meetings in the old Dhaka areas of Nayabazar, Choto Katra, Chawk Bazar, Kotowali and Mitford areas of Dhaka City, which falls in the 3rd batch B DMAs (212, 213 & 214) of ICB 2.9. This is a platform to share messages among water users in the community especially the house owners, local leaders and other stakeholders like DWASA, DMS, the construction contractor and the NGO. 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 (GRM), cooperation & coordination from the community, social safeguard and environmental issues with the participants. In addition, the meetings included (i) creating opportunities and mechanisms where 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 regard to the environmental and related legislation. A question and answer session was also conducted in each meeting in order to ensure how the beneficiaries can get support from the project. In this procedure, opinion and recommendations have been derived from the participants. Local Leaders, Inhabitants, House Wives, Guardians, Teachers, Retired Govt. Officials, and Civil Society Representatives were among the participants. A total of 358 participants (118 males and 240 females) 36 attended the meetings. At the start of the meetings, the Team Leader of SAMAHAR started discussion with the introduction and purpose of the project DWNSIP. Dhaka is the most densely populated city in the world we know. The population density of the city is increasing rapidly and the demand for water supply is also increasing proportionately. But the water supply system in Dhaka City has remained 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 projects and that is why, with this project Bangladesh Govt. has taken initiative for mitigating water supply by using surface water. The project DWNSIP which is going to be implemented needs support and cooperation from local communities. The Team Leader also shared the specific objectives of the project with the audience. - Ensuring adequate water supply round the clock - Ensuring quality of water - Increasing water supply pressure - Stopping water-borne and vector-borne diseases - Stopping abusing water etc. - Reducing water loss to at least 15% from 40% - Increasing Govt. revenues - Stopping illegal house connection

After the introductory discussion of the Team Leader, the representatives from the PMU of DWASA, DMS and the contractor’s company, also took part in the discussion and cleared different technical issues to the audience participated. The summary of the discussion session is as follows:

The present condition of the water supply system is not good in the area. Due to the extension of area, the demand for water supply has increased enormously. Specially, in dry season, scarcity of water occurred. The people have long been demanding the smooth water supply and repair and maintenance of the existing supply system including augmentation of the sources.

The participants opined that improvement of safe water supply system will help them getting safe drinking water, and improving health reducing water-borne diseases.

The community is willing to support this sub-project. Project components and its benefits, impacts and resettlement issues were discussed, and opinions were exchanged with the participants. No land acquisition will be needed, no rehabilitation will be needed, and no houses, trees, shops and other structures will need to be removed. Only some street vendors will lose their daily income during construction period, and there will not be any livelihood loss and no indigenous/tribal people will be affected. All construction activities will be done on the Dhaka North City Corporation’s owned land without affecting private land and structure. Team Leader of SAMAHAR informed the participants that the street vendors who will lose their daily income must be compensated before starting civil work.

During construction works, water supply will not be halted. It is expected that no problem would arise, and no one would face water crisis during construction work. If any problem occurs, WASA will especially arrange water supply. All home connection including meter will be changed at no cost. Dhaka WASA will take back the old meter. In case of new connections, the fee can be paid in normal way and there will be no need of large pipes to increase water pressure. Overall, the following issues are discussed in the meetings.

 Smoothness of public access to their required destination;  Requirement of restoration of utility services, removal of overburden soil, road restoration done or not, pit back filling;  Dust and noise pollution during implementation of the project, community safety arrangement;

 Increased awareness among communities regarding project activities and benefit;  Increased community support and cooperation;  Reduced suffering of the community people during physical work as much as possible;  Paid compensation to APs ahead of physical work;  Increased cooperation and coordination between physical resettlement works plan and implementation.

Conclusion: The participants appreciated the initiative of the project taken by WASA with financial support of ADB. The Team Leader said that if the water supply improves then the present scarcity will be reduced significantly, and the crisis of living faced by the people in Dhaka city will be reduced as well.

Finally, TL - RW of SAMAHAR thanked all participants and appreciated them for their participation, remarks and the suggestions.

In the discussion part, among others issues some conversation depicted here as Question and Answer were taken place in the consultation meetings:

DISCUSSION IN THE MEETINGS DMA – 212: Bokshibazar Govt. Primary School Saidul Alam from CFMCC (Health and Safety Officer ) - Govt. of Bangladesh want to provide safe and pure water to each household through this project financed by ADB. Its duration is 36 months. When this work is going on, we care about the environmental safety and about the risks to the worker and the local people. We also are concerned about that different types of safety equipment, such as worker’s safety dress, helmet, moveable toilet etc.

Ayesha Siddiki, Head Teacher of Bakshibazar Govt Primary School : this is an excellent project that Govt. has undetaken. By this we will get pure drinkable water. When we cooperate with them then we get benefit from this.

Samsunnahar Vuiya (Woman Councillor of wards-26, 27 & 30 ), She welcomed everybody with the name of Almighty. The water crises creates miserable problems. Water is dirty and smelly. It create disease. People found leech in water. For people, supply of pure water is matter of concern. People wants pure water. By this project WASA supply drinkable water to each household. Old rusty pipe line supplies dirty water. For solving this problem WASA has undertaken this project. The whole road will not be used for this project works. So, when we cooperate them they can complete their works fast. Questioner Session (Q/A):

Q: Sumi - Ihave no water pipeline so what should I do?

Ans: TL - You should apply in WASA for new pipeline. It take some time but you will get it.

Q: Sharmin - In my house water is not drinkable because its bad smell, what should I do?

Ans: Atiqur Rahaman from CFMCC (Resettlement Officer) when we change this pipeline this problem will be solved.

Q: Hasan - In our house water pressure is too slow, why?

Ans : Saidul Alam from CFMCC In main pipeline different types of illegal pipeline are connected that’s why many holes are created in the pipe line make the water dirty. And water are licked there. As we have started new project work this problem will be solved.

Q: Mr. Siraj : In my house supply water contain Iron (Metal), what should I do?

Ans: Samsunnahar Vuiya (Woman Councillor wards-26, 27 & 30 ), When they started work this problem will be solved.

Ayesha Siddiki from Bakshibazar Govt Primary School (Head Teacher), we thank you for your participation in this meeting. I think you all will cooperate WASA.

DMA – 213: F.K.M. Govt. Primary Girls School Atiquer Rahaman Resettlement Officer of CFMCC said, for this project all machineries have been imported from China. The previous pipelines were made from iron and so there are rusts easily and the unauthorized connections are another problems causing the leakages of the pipelines. There are three methods of pipe laying under this project - 1. HDD 2. Open Cut & 3. Pipe Bursting. HDD and Pipe Bursting to be applied in the wide roads and Open Cut in the narrow roads. Tanvir Ahamed (ARE, DMS), we know everybody has complained about DWASA water quality. Water contains rubbish and bad smells. Water pressure is down because of the leakage of pipelines. Our previous working areas were Mirpur and Banani. We have finished our works well in those areas. Open Cut in the narrow roads. When we work on one road you should use an alternative road. We need your cooperation. Please pay your water bill regularly. If your water connection is illegal please legalize it through WASA. And you only have to pay according to normal rates of DWASA. Kobir Uddin (Member of Councilor), firstly, he thanked everybody. WASA is supplying our water for long time. But this water contains bad smells and garbage and water pressure is low. And we suffer from scarcity of water. We want drinkable water from WASA. Your workers should inform door to door in our areas and if there is any problem also inform us.

Kamruzzaman (from DMS), DMS member supervised Stakeholders works. Govt. of Bangladesh has undertook this project to supply drinkable water to every household. The project duration is 36 months. If you help us we can finish this work in time. DMS looks after the stakeholders if they work properly. Safe water is another name of life. So, we don't want any type of contamination in this.

Naznin Sultana (Head Master of the school), everybody should cooperate with this project of govt. Then it will benefit us.

Questions and Answers

Q: Asma ( Resident in this area): Scarcity of water and water also contain garbage, what is its solution?

Ans: Kamruzzaman (from DMS), when we started a new pipeline this problem will be solved.

Q: Beli( Resident in this area): Old connection destroyed how it is repaired?

Ans: Kamruzzaman (from DMS), If you inform the WASA zone office they will repair.

Q: Bokhtier( Resident in this area): Why water contain Bacteria?

Ans: Kamruzzaman (from DMS), Old pipeline is leakage so when we started a new pipeline this problem will be solved.

Q: Azmot ( Resident in this area): Explain about Bill System?

Ans: Jaman: Pervious system will be continued.

Q: Kobir Uddin: What is the decision about the tube well?

Ans: Jaman: That tube well is already permitted.

At Last, Head Teacher of F.K.M. Govt. Primary Girls School cordially thanked everybody, and she promised that when work started they to do any type of help.

DMA – 214: K.M. Bashir Govt. Primary School Mustafizur Rahaman (from SAMAHAR), already you know about this project. A new pipeline will be reestablished in the old pipeline. Your daily complaint is your water quality is proper which you want. For these purposes, this project will run. Our colleague collects your household data and aware of this project and we hope you collaborate them.

You can share with your opinion and facing any kind of problem with us. We synchronize your problem and try to solve it. You should join different types of meetings. You can share your opinion, grievance and if you want to know about the project please contact us.

Arman Pasha (Resettlement Officer at SAMAHAR), firstly he giving thanked him to attend this meeting. We want to talk with you about a very important issue. We requested you to follow this. You already know about our project, it is Renovation undertakings of the local water supply pipeline. To finish this work properly we want to cordial support from you. When work is going on we always supervise you don’t fall any kind of sufferings. If your water connection is illegal please legalized it through the MODs zone. You can share with your opinion and if any kind of charge please inform us.

Rumana Basher (Assistant Teacher), life is the other name of Pure and drinkable water. But today different types of accusing undersupply of water. On the other hand, the good news is that this pipeline will renovation the new pipeline. And you don’t have to pay for this purpose.

Rezaul Islam thanked everybody to attend this meeting. Our obedient employee already knows about our project. They collect your household data please help them to give accurate information. Don't have to pay for this work. To finish is work accurately we want your help.

Mubark Hossen (President of PTA, from K.M. Bashir Govt. Primary School), lastly he gave his speech. He thanked everybody and requested to the authority properly do their work. I also requested to concern about any kind of hassle. If this new project will be run properly it always supplies drinkable water we hope that. Be healthy and happy life, goodbye. 40

Photographs of Public Consultation Sessions:

The Attendance sheets of the Consultation meetings

Attendance Sheet of Project Disclosure Meeting on 16/09/2019 at DMA-212, Page-1

Attendance Sheet of Project Disclosure Meeting on 16/09/2019 at DMA-212, Page-2

Attendance Sheet of Project Disclosure Meeting on 16/09/2019 at DMA-212, Page-3

Attendance Sheet of Project Disclosure Meeting on 16/09/2019 at DMA-212, Page-4

Attendance Sheet of Project Disclosure Meeting on 16/09/2019 at DMA-212, Page-5

Attendance Sheet of Project Disclosure Meeting on 16/09/2019 at DMA-212, Page-6

Attendance Sheet of Project Disclosure Meeting on 16/09/2019 at DMA-212, Page-7

Attendance Sheet of Project Disclosure Meeting on 16/09/2019 at DMA-212, Page-8

Attendance Sheet of Project Disclosure Meeting at DMA-213: Page-1

Attendance Sheet of Project Disclosure Meeting at DMA-213: Page-2

Attendance Sheet of Project Disclosure Meeting at DMA-213 : Page-3

Attendance Sheet of Project Disclosure Meeting at DMA-213 : Page-4

Attendance Sheet of Project Disclosure Meeting at DMA-213 : Page-5

Attendance Sheet of Project Disclosure Meeting at DMA-213: Page-6

Attendance Sheet of Project Disclosure Meeting at DMA-213: Page-7

Attendance Sheet of Project Disclosure Meeting at DMA-213 : Page-8

Attendance Sheet of Project Disclosure Meeting at DMA-214: Page-1

Attendance Sheet of Project Disclosure Meeting at DMA-214 : Page-2

Attendance Sheet of Project Disclosure Meeting at DMA-214: Page-3

Attendance Sheet of Project Disclosure Meeting at DMA-214: Page-4

Attendance Sheet of Tea-Stall Meeting at DMA-214: Page-1

APPENDIX 2: PHOTOGRAPHS OF SURVEY ACTIVITIES, IMPACT FREE ROADS AND APs ON ROADS

APPENDIX 2: PHOTOGRAPHS OF IMPACT FREE ROADS AND AFFECTED PERSONS

Photograph of APs and their businesses / workplaces:

Affected Persons are operating business at DMA 213 and 214

Photo of Joint Verification

APPENDIX 3: SOCIO-ECONOMIC DETAILS OF LIKELY AFFECTED PERSONS Package ID: ICB 2.9 DMA – 212 (Batch 3B) Location – Bongshal, Chawk Bazar,

Sl. AP’s Name Se Age Father / Business Educati Type of What Vulne Net Photo of AP Remar No. x (Yrs Husband’s Address on Busine would rabilit incom ks ) & Mother’s ss be y e / Name affecte (V / day d NV) (TK) 1. Md Harun M 54 Md Sadek Abul Hasnat Illiterate 1 ( Tea Income NV 500 Bepari / Road, Stall ) Loss Sufiya Bongshal, Lalbag Dhaka

Phone: 01830 255152 2. Md M 55 Abdullah / Nur Box Lane, Illiterate Pan Income NV 600 Baduruddin Lotifunnesa Bongshal, Cegerat Loss Lalbag Dhaka e Phone: 01729 562296 3. Kashab M 31 Monabashi Nur Box Lane, Illiterate Shoe Income NV 400 Rishi Rishi/ Bongshal, Repair Loss Sondha Rani Lalbag Dhaka Rishi Phone: 01703633539 4. Ajit Rishi M 60 Khogendro K.M Azam Illiterate Shoe Income NV 500 Rishi/ Lane, Repair Loss Dudu Bala Bangshal , rishi Dhaka Phone: 01773590806 5. Md Abdul M 33 Md Jamal Mukim Katara Primary Pan Income NV 400 Gaffar Uddin/ Road,Chak Complet Cegerat Loss Tara Banu Bazar Dhaka ed e Phone: 01832592696 6. Md Easa M 58 Iliyas/ K.B. Rudro Illiterate Tea Stall Income NV 650 Chan Mia Road, Chak Loss Bazar, Dhaka Phone: 01947493156 7. Abul M 46 Md Abdul Water wax Primary Fruit Income NV 600 Bashar Ohab Sheikh/ Road, Chawk Complet Seller Loss Mst Ayesha Bazar, Dhaka ed Begum Phone: 01685166995 8. Md Abu M 32 Late Taslima/ Water wax Primary Tea Stall Income NV 400 Taher Late Tahera Road, Chawk Complet Loss Bazar Dhaka ed Phone: 01734069653

Package ID: ICB 2. DMA – 213 (3 rd Batch); Location – Bongshal, Noyabazar, Mahuttuli, Dhaka

Vuln Father / Type What Net Age erab Sl. AP’s Se Husband’s & Business Educatio of would incom (Yrs ility Photo of AP Remarks No. Name x Mother’s Address n Busine be e / day ) (V / Name ss affected (Tk) NV) Abdul M 52 DC Roy Road, Primary Tea Income Sattar Late Md Yunus Armanitola, Complet Stall Loss Howlade Bongshal, 1. Howlader/ ed NV 600 r Dhaka Tahera Khatun Phone: 01724 322798 Md Milon M 42 DC Roy Road, Illiterate Hotel Income Md Mobarok Armanitola, Loss Bongshal, 2. Hossain/ NV 600 Dhaka Jamila Phone: 01911 711242 Md M 28 DC Roy Road, Higher Hotel Income Mahabub Md Abul Armanitola, Seconda Loss Alom Bongshal, 3. Hossain/ ry NV 500 Dhaka Mst Chalema Complet Phone: 01910 700648 ed Sayed M 53 Abul Khairat Illiterate Tea Income Jasim Late Sayed Road,Armanitola Stall Loss Uddin ,Chak Bazar, 4. Gias Uddn/Late NV 600 Dhaka Morjina Begum Phone: 01685 197096

Package ID: ICB 2.9 DMA – 214 (3 rd Batch); Location – Chak Bazar,Kotowali, Dhaka

Vulner Ne t Father / What Sl. Age Type of ability inco AP’s Se Husband’s & Business would Photo of No (Yrs Education Busine (V/NV) me / Remarks Name x Mother’s Address be AP . ) ss day Name affected (Tk) Md Omor M 20 Md Alamgir/ Nolgola Primary 2Selling NV 500 Faruq Sahida Begum Road,Midford,K Completed Plastic Income 1. otuwali,Dhaka Bags Phone: 01790 Loss 060085 Md M 50 Md Mofiz Nolgola Illiterate Tea Income NV 600 Samchul Uddin/ Mst Road,Midford,K Stall Loss 2. Houq Fuljan otuwali,Dhaka Phone: 01776 203116

APPENDIX 4: PHOTOGRAPHS OF THE ROADS DAY AND NIGHT

APPENDIX 5: DETAILS OF ROAD & PIPE IN ICB 2.9 (DMA: 212, 213 and 214)

DMA 212

Length of Dia of Pipe Open Proposed work Road Sl. No. Road Name be laid cut/trenchless along the road Width (m) (mm) Pipelaying (m) 1 Jail Khana Road 96.40 160 13.60 HDD 2 Chok Circular Road 66.06 200 10.10 HDD 3 Nur Box Main Lane-1 36.97 110 1.60 OT 4 Nur Box Main Lane-5 28.70 110 1.30 OT 5 Nur Box Main Lane-6 38.55 110 1.60 OT 6 Jail Khana Road 20.11 160 13.60 HDD 7 Abul Hasnat Road 28.76 160 6.10 HDD 8 Abul Hasnat Road 31.84 160 8.40 HDD 9 Abul Hasnat Road 33.66 160 5.60 HDD 10 Abul Hasnat Road 38.68 160 7.60 HDD 11 Abul Hasnat Road 73.02 160 5.80 HDD 12 Abul Hasnat Road 104.30 200 6.50 HDD 13 Abul Hasnat Road-1 35.70 110 2.00 OT 14 Bacharam Dauri Road 16.08 200 5.70 HDD 15 Bacharam Dauri Road 14.04 250 7.10 HDD 16 Bacharam Dauri Road 28.59 200 5.80 HDD Aga N abab Dauri Main Road 17 Lane-1 40.09 110 3.60 OT 18 Begum Bazar Road 20.05 200 5.50 OT 19 Begum Bazar Road 46.45 250 4.40 HDD 20 Bakshibazar Road 138.02 200 5.00 HDD 21 Bakshibazar Road 115.77 200 13.90 HDD 22 B.K Ray Lane 42.78 200 4.50 HDD 23 B.K Ray Lane 59.97 200 4.00 HDD 24 Chori Hat Road Lane-3 64.50 110 3.00 OT 25 B.K Ray Lane 24.60 200 4.00 OT 26 Golam Mostofa Main Road 22.87 110 3.20 OT 27 Ali Hossain Khan Road Lane-2 39.13 160 3.30 OT 28 Golam Mostofa Main Road 19.92 110 3.20 OT 29 Golam Mostofa Main Road 45.33 160 3.40 OT 30 Haider Box Lane 33.01 110 3.80 HDD 31 Haider Box Lane 25.83 110 5.10 HDD 32 Jail Khana Road 138.46 160 14.00 HDD 33 Jail Khana Road 54.99 200 9.60 HDD 34 Jail Khana Road 17.87 160 10.00 HDD

Length of Dia of Pipe Open Proposed work Road Sl. No. Road Name be laid cut/trenchless along the road Width (m) (mm) Pipelaying (m) 35 K.B Rudru Road 81.09 200 4.50 HDD 36 KM Azom Main Lane 19.70 200 4.20 HDD 37 KM Azom Main Lane -4 18.99 110 1.60 OT 38 Mokim Kattra Road 43.09 160 5.00 HDD 39 Moulovi Bazar Road 9.75 250 6.00 HDD 40 Moulovi Bazar Road 33.40 315 6.00 OT 41 Moulovi Bazar Road 36.70 315 3.70 HDD 42 Nur Box Main Lane 9.18 315 3.70 HDD 43 Nur Box Main Lane 20.80 200 3.70 OT 44 Nur Box Main Lane 24.16 200 3.30 OT 45 Nur Box Main Lane 26.31 200 4.20 OT 46 Water Works Road 84.77 250 7.20 HDD 47 Nondo Kumar Datta Road 32.14 250 5.00 HDD 48 Water Works Road 77.05 200 7.70 HDD 49 Nazimuddin Road 129.48 160 8.50 HDD 50 Nazimuddin Road 71.86 160 8.50 HDD 51 Haider Box Lane 58.06 160 3.80 HDD 52 Haider Box Lane 25.02 160 3.80 HDD 53 Water Works Road 104.74 200 5.70 HDD 54 Water Works Road 120.10 250 5.70 HDD 55 Water Works Road 58.96 200 5.70 HDD 56 Bakshibazar Road 61.44 110 13.90 HDD 57 Mohuttoli Road 69.69 200 8.40 HDD 58 Abul Hasnat Road-6 38.30 110 3.40 HDD 59 Urdu Road 62.24 250 5.00 HDD 60 Urdu Road 4.99 250 5.00 OT 61 K.B Rudru Road 91.86 315 5.50 HDD 62 Water Works Road 61.24 315 7.20 HDD 63 American Goli 29.59 160 3.40 OT 64 American Goli 20.69 160 3.40 OT 65 Nondo Kumar Datta Road 22.80 250 5.00 HDD 66 Nondo Kumar Datta Road 10.41 250 5.00 OT 67 Water Works Road 34.92 250 7.20 HDD 68 Bakshibazar Road Lane-1 25.32 110 4.30 HDD 69 K.B Rudru Road Lane-3 10.73 110 2.00 OT 70 Nondo Kumar Datta Road 27.19 250 5.00 HDD 71 K.B Rudru Road 15.18 200 4.50 OT 72 Haider Box Lane 16.99 110 3.80 HDD 73 Haider Box Lane 24.36 110 3.80 HDD

Length of Dia of Pipe Open Proposed work Road Sl. No. Road Name be laid cut/trenchless along the road Width (m) (mm) Pipelaying (m) 74 Nondo Kumar Datta Road 17.44 250 5.00 HDD 75 Haider Box Lane 12.37 110 3.80 OT 76 Haider Box Lane 16.27 160 3.80 HDD 77 Urdu Road 27.85 200 5.00 HDD 78 Haider Box Lane 6.89 250 3.80 OT 79 Abul Hasnat Road-4 68.74 110 3.30 HDD 80 Haider Box Lane 4.22 200 3.80 OT 81 Chori Hat Road 12.94 200 4.60 OT 82 Ajgor Lane 19.09 160 4.70 HDD 83 Ajgor Lane 16.79 110 4.70 HDD 84 Ajgor Lane 28.70 110 6.20 HDD 85 Water Works Road 50.32 250 7.70 HDD 86 Ajgor lane-6 31.95 160 2.60 OT 87 Chori Hat Road 40.49 200 4.60 HDD 88 Ajgor lane-6 24.32 160 2.60 OT 89 Water Works Road 9.89 250 7.70 OT 90 Chori Hat Road Lane-4 51.74 110 2.20 OT 91 Bakshibazar Road 79.78 160 13.90 HDD 92 Bakshibazar Road 49.41 200 13.90 HDD 93 Chori Hat Road 25.64 200 4.60 HDD 94 Chori Hat Road Lane-3 20.06 110 1.30 OT 95 Chori Hat Road 1.93 200 4.60 OT 96 Jail Khana Road Lane-4 18.65 110 1.70 OT 97 Jail Khana Road 21.97 160 13.60 HDD 98 Jail Khana Road 27.96 160 13.60 HDD 99 Jail Khana Road 12.48 200 10.00 HDD 100 Ajgor Lane 23.15 160 4.70 HDD 101 Abul Hasnat Road-1 24.79 110 2.60 OT 102 Water Works Road 46.35 200 7.70 HDD 103 Chok Bazar Road 47.78 160 8.70 HDD 104 Bakshibazar Road Lane-1 35.24 110 4.30 HDD 105 Bakshibazar Road Lane-1 18.35 110 4.30 HDD 106 Chok Circular Road 46.69 200 10.10 HDD 107 Jail Khana Road 70.04 160 14.00 HDD 108 Mokim Kattra Road 18.18 110 5.00 HDD 109 Mokim Kattra Road Lane-1 26.53 160 3.00 OT 110 Mokim Kattra Road Lane-2 38.39 160 1.70 OT 111 Mokim Kattra Road Lane-1 10.57 110 3.00 OT 112 Chok Bazar Road 46.82 160 8.70 HDD

Length of Dia of Pipe Open Proposed work Road Sl. No. Road Name be laid cut/trenchless along the road Width (m) (mm) Pipelaying (m) 113 Mokim Kattra Road 14.58 160 5.00 HDD 114 Begum Bazar Road 17.20 200 4.40 HDD 115 Mokim Kattra Road 26.88 110 5.00 HDD 116 Mokim Kattra Road 6.96 110 5.00 OT 117 Moulovi Bazar Road Lane-5 26.36 110 1.80 OT 118 Begum Bazar Road 40.08 200 4.40 HDD 119 Jail Khana Road 27.25 160 14.00 HDD 120 Moulovi Bazar Road 30.38 315 6.00 HDD 121 Moulovi Bazar Road 5.74 315 6.00 OT 122 Moulovi Bazar Road 5.07 250 6.00 OT 123 Chori Hat Road Lane-3 46.06 110 1.30 OT 124 Begum Bazar Road 31.47 200 4.40 HDD 125 Moulovi Bazar Road 10.23 250 6.00 HDD 126 Moulovi Bazar Road 12.68 250 6.00 HDD 127 Moulovi Bazar Road 26.83 315 3.70 HDD 128 Begum Bazar Road 24.91 250 4.30 HDD 129 Begum Bazar Road 2.93 250 4.30 OT 130 Begum Bazar Road Lane-6 13.18 110 1.10 OT 131 Moulovi Bazar Road Lane-8 26.59 250 3.00 OT 132 Nazimuddin Road 7.62 160 8.50 OT 133 Ali Hossain Khan Road 58.31 250 6.00 HDD 134 Aga Nabab Dauri Main Road 53.21 160 3.30 OT 135 Begum Bazar Road Lane-8 19.54 160 3.00 OT 136 Begum Bazar Road 26.45 200 5.50 HDD 137 Begum Bazar Road 13.03 200 5.50 OT 138 Begum Bazar Road 12.10 250 5.50 HDD 139 Bacharam Dauri Road 6.03 315 5.70 HDD Aga Nabab Dauri Main R oad 140 Lane-1 21.58 160 3.60 OT 141 Ali Hossain Khan Road 23.55 250 6.00 HDD 142 KM Azom Main Lane 15.56 315 4.20 HDD 143 Ali Hossain Khan Road 1.97 250 6.00 OT 144 Bacharam Dauri Road 27.67 200 5.70 HDD Golam Mostofa Main Road 145 Lane-6 34.33 110 2.80 OT 146 Ali Hossain Khan Road Lane-2 16.32 200 3.30 OT 147 Begum Bazar Road Lane-8 41.01 160 3.00 OT 148 Ali Hossain Khan Road Lane-2 15.87 160 3.30 OT 149 Aga Nabab Dauri Main Road 34.73 160 3.30 OT 150 Bacharam Dauri Road 23.01 200 5.70 HDD 77

Length of Dia of Pipe Open Proposed work Road Sl. No. Road Name be laid cut/trenchless along the road Width (m) (mm) Pipelaying (m) 151 Water Works Road 35.68 200 5.70 HDD Aga Nabab Da uri Main Road 152 Lane-1 28.30 160 3.60 OT 153 Bacharam Dauri Road 10.94 200 5.70 OT 154 Ali Hossain Khan Road Lane-2/A 32.01 110 2.30 OT Aga Nabab Daur i Main Road 155 Lane-1 16.76 110 3.60 OT 156 K.B Rudru Road Lane-3 31.86 110 2.00 OT 157 Aga Nabab Dauri Main Road 24.86 160 3.30 OT 158 KM Azom Main Lane 14.22 160 4.00 HDD 159 KM Azom Main Lane 17.76 200 4.00 HDD 160 Bacharam Dauri Road 2.41 250 7.10 OT 161 Bacharam Dauri Road 33.54 250 7.10 HDD 162 Ali Hossain Khan Road 26.02 200 6.00 HDD 163 Aga Nabab Dauri Main Road 15.35 160 3.30 OT 164 B.K Ray Lane 19.37 200 4.00 OT 165 KM Azom Main Lane 9.08 160 4.00 HDD 166 Bacharam Dauri Road 9.02 250 7.10 OT 167 Abul Hasnat Road-6/B 53.26 110 1.80 OT 168 Ali Hossain Khan Road Lane-4 28.46 110 2.30 OT 169 Abul Hasnat Road 24.33 160 5.60 HDD 170 B.K Ray Lane 21.38 200 4.00 OT 171 Ali Hossain Khan Road 27.37 200 6.00 OT 172 Ali Hossain Khan Road Lane-4 18.81 110 2.30 OT 173 KM Azom Main Lane 23.09 160 4.00 HDD 174 KM Azom Main Lane 2.71 160 4.00 OT 175 Bacharam Dauri Road 3.09 250 7.10 OT 176 Golam Mostofa Main Road 31.08 110 3.40 OT 177 Golam Mostofa Main Road 15.64 160 3.40 OT 178 Moulovi Bazar Road Lane-5 50.56 110 1.80 OT 179 Golam Mostofa Main Road 21.97 160 3.40 OT 180 Bacharam Dauri Road 16.39 200 5.80 HDD 181 B.K Ray Lane 34.44 200 4.50 HDD Golam Mostofa Main Road 182 Lane-4 18.29 110 1.20 OT 183 KM Azom Main Lane 43.36 160 4.00 HDD 184 Bacharam Dauri Road 24.34 200 5.40 HDD 185 Nabalok Main Lane 54.19 110 3.00 OT 186 Nabalok Main Lane 14.50 110 3.00 OT 187 Nabalok Main Lane 13.07 110 3.00 OT

Length of Dia of Pipe Open Proposed work Road Sl. No. Road Name be laid cut/trenchless along the road Width (m) (mm) Pipelaying (m) 188 Nur Box Main Lane 26.11 160 3.90 HDD 189 Mokim Kattra Road Lane-1 26.48 110 3.00 OT 190 Nur Box Main Lane 9.08 160 3.90 OT 191 Nur Box Main Lane 6.74 160 4.20 OT 192 Abul Khairat Road 21.65 200 6.60 HDD 193 Nur Box Main Lane 13.29 200 4.20 OT 194 Abul Hasnat Road-6 20.11 110 3.40 OT 195 Abul Hasnat Road 10.47 200 5.80 OT 196 Nur Box Main Lane 37.61 200 3.30 OT 197 Abul Hasnat Road 31.24 200 6.50 HDD 198 Paddu Lochol Ray Lane 27.48 160 3.20 HDD 199 Paddu Lochol Ray Lane 17.71 160 3.20 HDD 200 KM Azom Main Lane 59.65 160 4.00 HDD 201 Paddu Lochol Ray Lane 21.04 160 3.20 HDD 202 Mohuttoli Road 25.32 200 8.40 HDD 203 Mohuttoli Road 45.10 200 8.40 HDD 204 K.B Rudru Road 17.42 200 5.20 HDD 205 Golam Mostofa Main Road 14.26 110 3.20 OT 206 Ajgor lane-6 27.76 160 2.60 OT 207 KM Azom Main Lane 4.81 315 4.20 OT 208 Nur Box Main Lane 12.44 315 3.70 HDD 209 Bacharam Dauri Road 6.23 315 7.10 OT 210 Ajgor Lane Pump Road 5.60 315 5.80 OT 211 Nabalok Main Lane 28.08 110 3.00 OT 212 Water Works Road Lane-2 54.53 110 3.00 OT 213 Begum Bazar Road 11.92 200 4.40 OT 214 Water Works Road 8.70 315 7.20 OT 215 Moulovi Bazar Road 1.69 315 3.70 OT 216 Ali Hossain Khan Road Lane-4 40.71 110 2.30 OT 217 Chori Hat Road 29.94 200 4.60 HDD 218 Water Works Road Lane-3 51.74 200 3.50 HDD 219 Abul Khairat Road Lane-1 19.20 110 4.70 HDD 220 Paddu Lochol Ray Lane 27.45 160 3.20 HDD 221 American Goli Lane-3 60.02 110 1.80 OT 222 Ali Hossain Khan Road 66.53 200 6.00 HDD 223 Mokim Kattra Road Lane-2 43.30 160 1.70 OT 224 American Goli 23.64 160 3.40 OT 225 Jail Khana Road Lane-4 33.08 110 1.70 OT 226 Abul Khairat Road Lane-1/D 15.87 110 1.10 OT

Length of Dia of Pipe Open Proposed work Road Sl. No. Road Name be laid cut/trenchless along the road Width (m) (mm) Pipelaying (m) 227 Abul Khairat Road Lane-1 10.18 110 4.70 OT 228 Hossani Dalan Road 84.35 110 6.70 HDD 229 Bacharam Dauri Road 49.31 200 5.40 HDD 230 Abul Khairat Road 15.95 200 9.80 HDD 231 Abul Khairat Road 31.65 200 6.60 HDD 232 Abul Khairat Road 60.15 200 8.10 HDD 233 Begum Bazar Road Lane-8 30.68 200 3.00 OT 234 Abul Khairat Road 33.64 200 6.60 HDD 235 Ajgor Lane 15.60 110 6.20 HDD 236 Ajgor Lane 28.59 160 5.10 HDD 237 Ajgor Lane Pump Road 29.39 315 5.80 HDD 238 Ajgor Lane Pump Road 38.68 160 4.30 HDD 239 Ajgor Lane Pump Road 40.04 160 4.30 HDD 240 Ajgor Lane Pump Road 31.36 160 3.00 HDD 241 K.B Rudru Road Lane-1 30.48 110 1.80 OT 242 KM Azom Main Lane -4 21.98 110 1.40 OT 243 Chori Hat Road Lane-3/A 11.24 110 1.90 OT Aga Nabab Dauri Main Road 244 Lane-3 35.97 110 1.10 OT Aga Nabab Dauri Main Roa d 245 Lane-1/B 46.96 110 1.40 OT Aga Nabab Dauri Main Road 246 Lane-1/C 48.93 110 1.30 OT Aga Nabab Dauri Main Road 247 Lane-1/G 29.95 110 1.50 OT 248 B.K Ray Lane-1 35.68 110 1.30 OT 249 Begum Bazar Road 19.03 250 4.40 HDD 250 Moulovi Bazar Road Lane-8 27.65 200 3.00 OT 251 Ali Hossain Khan Road Lane-2/A 49.86 110 2.30 OT 252 Ali Hossain Khan Road Lane-2/B 43.97 110 1.50 OT 253 Ali Hossain Khan Road Lane-3 48.31 110 2.20 OT 254 Moulovi Bazar Road Lane-4 90.26 110 2.40 OT 255 Moulovi Bazar Road Lane-3 39.97 110 2.00 OT 256 Moulovi Bazar Road Lane-3 61.38 110 2.00 OT 257 Abul Hasnat Road-1/B 29.97 110 1.30 OT 258 Abul Hasnat Road-5 46.01 110 1.50 OT 259 Abul Hasnat Road-6/C 24.98 110 1.60 OT 260 Bacharam Dauri Road Lane-3 43.98 110 2.00 OT 261 Bacharam Dauri Road Lane-10 43.19 110 1.70 OT 262 Begum Bazar Road Lane-1 32.97 110 1.80 OT

Length of Dia of Pipe Open Proposed work Road Sl. No. Road Name be laid cut/trenchless along the road Width (m) (mm) Pipelaying (m) 263 Begum Bazar Road Lane-6 51.46 110 1.10 OT 264 K.B Rudru Road 72.71 200 5.20 HDD 265 Begum Bazar Road Lane-6/A 46.96 110 1.00 OT 266 Begum Bazar Road Lane-7 45.96 110 1.30 OT 267 Begum Bazar Road Lane-9 42.59 110 1.30 OT Golam Mostofa Mai n Road 268 Lane-2 18.45 110 1.10 OT Golam Mostofa Main Road 269 Lane-4 17.29 110 1.20 OT Golam Mostofa Main Road 270 Lane-5 28.98 110 1.40 OT 271 Bakshibazar Road Lane-1/A 74.89 110 2.70 HDD 272 Bakshibazar Road Lane-1/B 30.32 110 3.50 HDD 273 Bakshibazar Road Lane-2 33.55 160 3.50 HDD 274 K.B Rudru Road Lane-3 4.69 110 2.00 OT 275 Nondo Kumar Datta Road 1.94 250 5.00 OT 276 Nondo Kumar Datta Road 6.52 250 5.00 OT 277 Haider Box Lane 3.03 110 3.80 OT 278 Haider Box Lane 1.80 110 3.80 OT 279 Ajgor lane-6 9.29 160 2.60 OT 280 Mokim Kattra Road Lane-1 8.14 110 3.00 OT 281 Begum Bazar Road Lane-9 14.55 110 1.30 OT 282 Begum Bazar Road Lane-8 11.86 160 3.00 OT Aga Nabab Dauri Main Road 283 Lane-1 13.69 160 3.60 OT Aga Nabab Dauri Main Road 284 Lane-1 8.76 110 3.60 OT Aga Nabab Dauri Main Road 285 Lane-1 10.80 110 3.60 OT Aga Nabab Dauri Main Road 286 Lane-1 7.01 110 3.60 OT 287 Aga Nabab Dauri Main Road 7.90 160 3.30 OT Aga Nabab Dauri Main Road 288 Lane-1 4.18 110 3.60 OT 289 B.K Ray Lane-1 17.51 110 1.30 OT 290 Ali Hossain Khan Road Lane-2 13.14 160 3.30 OT 291 Golam Mostofa Main Road 8.49 160 3.40 OT 292 Golam Mostofa Main Road 7.73 110 3.20 OT Golam Mos tofa Main Road 293 Lane-4 11.71 110 1.20 OT 294 Nabalok Main Lane 8.52 110 3.00 OT 295 Nabalok Main Lane 10.05 110 3.00 OT 81

Length of Dia of Pipe Open Proposed work Road Sl. No. Road Name be laid cut/trenchless along the road Width (m) (mm) Pipelaying (m) Golam Mostofa Main Road 296 Lane-4 0.72 110 1.20 OT 297 Nur Box Main Lane 5.81 160 3.90 OT 298 Nur Box Main Lane 9.80 200 3.30 OT 299 Nur Box Main Lane 5.89 200 3.30 OT 300 Nur Box Main Lane 8.33 200 3.30 OT 301 Abul Khairat Road Lane-1/D 8.79 110 1.10 OT 302 Abul Hasnat Road-1 24.00 110 2.60 OT 303 Bakshibazar Road 3.00 200 5.00 OT 304 Urdu Road 2.18 250 5.00 OT 305 Ajgor Lane 5.36 110 6.20 OT 306 Urdu Road 1.96 250 5.00 OT 307 Urdu Road 3.15 250 5.00 OT 308 Urdu Road 2.20 250 5.00 OT 309 Ajgor Lane Pump Road 3.20 315 5.80 OT 310 Urdu Road 3.75 200 5.00 OT 311 Jail Khana Road 2.77 160 13.60 OT 312 Urdu Road 7.82 200 5.00 OT 313 Haider Box Lane 3.00 110 5.10 OT 314 K.B Rudru Road 3.00 200 4.50 OT 315 Hossani Dalan Road 8.81 110 6.70 OT 316 Bakshibazar Road 9.74 110 13.90 OT 317 Bakshibazar Road 2.00 110 13.90 OT 318 Bakshibazar Road 2.00 160 13.90 OT 319 Bakshibazar Road Lane-1 3.00 110 4.30 OT 320 Bakshibazar Road Lane-1 2.83 110 4.30 OT 321 Bakshibazar Road Lane-1 3.78 110 4.30 OT 322 Bakshibazar Road Lane-1/B 3.65 110 3.50 OT 323 Bakshibazar Road Lane-1 3.25 110 4.30 OT 324 Bakshibazar Road Lane-1 3.56 110 4.30 OT 325 Bakshibazar Road 2.81 160 13.90 OT 326 Bakshibazar Road Lane-2 3.18 160 3.50 OT 327 Bakshibazar Road 3.02 200 13.90 OT 328 K.B Rudru Road 3.26 200 4.50 OT 329 K.B Rudru Road 2.85 200 5.20 OT 330 K.B Rudru Road 16.68 200 5.20 HDD 331 K.B Rudru Road 5.22 200 5.20 OT 332 K.B Rudru Road 3.37 200 5.20 OT 333 K.B Rudru Road 3.18 200 5.20 OT 334 K.B Rudru Road 5.31 200 5.20 OT 82

Length of Dia of Pipe Open Proposed work Road Sl. No. Road Name be laid cut/trenchless along the road Width (m) (mm) Pipelaying (m) 335 K.B Rudru Road 3.84 315 5.50 OT 336 Nondo Kumar Datta Road 3.39 250 5.00 OT 337 Nondo Kumar Datta Road 2.69 250 5.00 OT 338 K.B Rudru Road 2.88 315 5.50 OT 339 Nondo Kumar Datta Road 3.52 250 5.00 OT 340 Nondo Kumar Datta Road 2.00 250 5.00 OT 341 Nondo Kumar Datta Road 3.43 250 5.00 OT 342 Nondo Kumar Datta Road 3.12 250 5.00 OT 343 Nondo Kumar Datta Road 4.09 250 5.00 OT 344 Nondo Kumar Datta Road 1.89 250 5.00 OT 345 Nondo Kumar Datta Road 9.38 250 5.00 HDD 346 K.B Rudru Road 6.37 315 5.50 OT 347 K.B Rudru Road 3.98 315 5.50 OT 348 Water Works Road 9.64 315 7.20 OT 349 Water Works Road 8.57 315 7.20 OT 350 Water Works Road 4.67 315 7.20 OT 351 Water Works Road 4.21 250 7.20 OT 352 Water Works Road 2.41 250 7.20 OT 353 Water Works Road 4.46 250 7.20 OT 354 Water Works Road 1.64 250 7.20 OT 355 Water Works Road 6.53 250 7.20 OT 356 Water Works Road 1.71 250 7.20 OT 357 Nondo Kumar Datta Road 7.35 250 5.00 OT 358 Nondo Kumar Datta Road 2.73 250 5.00 OT 359 Nondo Kumar Datta Road 1.35 250 5.00 OT 360 Nondo Kumar Datta Road 1.46 250 5.00 OT 361 Water Works Road 5.35 250 7.20 OT 362 Haider Box Lane 2.68 160 3.80 OT 363 Water Works Road 6.72 250 7.70 OT 364 Water Works Road 1.71 250 7.70 OT 365 Haider Box Lane 1.36 160 3.80 OT 366 Haider Box Lane 1.53 160 3.80 OT 367 Haider Box Lane 3.17 160 3.80 OT 368 Nondo Kumar Datta Road 3.40 250 5.00 OT 369 Nondo Kumar Datta Road 1.54 250 5.00 OT 370 Ajgor Lane 3.48 160 5.10 OT 371 Haider Box Lane 4.82 160 3.80 OT 372 Chori Hat Road 3.85 200 4.60 OT 373 Chori Hat Road 7.30 200 4.60 OT

Length of Dia of Pipe Open Proposed work Road Sl. No. Road Name be laid cut/trenchless along the road Width (m) (mm) Pipelaying (m) 374 Chori Hat Road 2.37 200 4.60 OT 375 Chori Hat Road 2.23 200 4.60 OT 376 Water Works Road Lane-3 3.20 200 3.50 OT 377 Water Works Road 1.99 250 7.70 OT 378 Water Works Road 2.13 250 7.70 OT 379 Water Works Road 6.03 250 7.70 OT 380 Water Works Road Lane-3 4.59 200 3.50 OT 381 Water Works Road 4.17 200 7.70 OT 382 Chori Hat Road 1.96 200 4.60 OT 383 Chori Hat Road 3.13 200 4.60 OT 384 B.K Ray Lane 3.83 200 4.00 OT 385 B.K Ray Lane 13.31 200 4.00 OT 386 Jail Khana Road 2.23 160 10.00 OT 387 Jail Khana Road 2.21 200 10.00 OT 388 Chok Bazar Road 2.88 160 8.70 OT 389 Jail Khana Road 2.48 200 10.00 OT 390 Jail Khana Road 2.64 200 9.60 OT 391 Chok Bazar Road 2.86 160 8.70 OT 392 Chok Bazar Road 2.25 160 8.70 OT 393 Chok Bazar Road 2.00 160 8.70 OT 394 Water Works Road 2.55 200 7.70 OT 395 Water Works Road 2.46 200 7.70 OT 396 Water Works Road 3.63 200 7.70 OT 397 Chok Circular Road 3.27 200 10.10 OT 398 Water Works Road 2.46 200 5.70 OT 399 Chok Circular Road 2.15 200 10.10 OT 400 Mokim Kattra Road 2.38 110 5.00 OT 401 Chok Circular Road 2.16 200 10.10 OT 402 Mokim Kattra Road 1.69 110 5.00 OT 403 Mokim Kattra Road 1.90 160 5.00 OT 404 Mokim Kattra Road 1.00 160 5.00 OT 405 Mokim Kattra Road 1.39 160 5.00 OT 406 Mokim Kattra Road 1.09 160 5.00 OT 407 Mokim Kattra Road 1.24 110 5.00 OT 408 Haider Box Lane 1.60 110 3.80 OT 409 Haider Box Lane 2.05 160 3.80 OT 410 Haider Box Lane 15.83 110 3.80 HDD 411 Haider Box Lane 1.91 110 3.80 OT 412 Haider Box Lane 6.84 110 3.80 OT

Length of Dia of Pipe Open Proposed work Road Sl. No. Road Name be laid cut/trenchless along the road Width (m) (mm) Pipelaying (m) 413 Haider Box Lane 1.83 110 3.80 OT 414 Haider Box Lane 2.69 110 3.80 OT 415 Haider Box Lane 2.72 110 3.80 OT 416 Ajgor Lane Pump Road 2.25 315 5.80 OT 417 Ajgor Lane Pump Road 1.70 315 5.80 OT 418 Ajgor Lane Pump Road 2.08 160 4.30 OT 419 Ajgor Lane 10.98 110 6.20 HDD 420 Ajgor Lane 13.61 110 6.20 HDD 421 Ajgor Lane 2.71 110 6.20 OT 422 Ajgor Lane 2.28 110 6.20 OT 423 Ajgor Lane 1.83 110 6.20 OT 424 Ajgor Lane 1.97 110 6.20 OT 425 Ajgor Lane 4.27 110 4.70 OT 426 Ajgor Lane 12.04 110 4.70 OT 427 Ajgor Lane 3.88 110 4.70 OT 428 Ajgor Lane 2.80 160 4.70 OT 429 Ajgor Lane 2.53 160 4.70 OT 430 Ajgor Lane 3.16 160 4.70 OT 431 Jail Khana Road 4.84 160 13.60 OT 432 Jail Khana Road 4.90 160 13.60 OT 433 Jail Khana Road 4.45 160 13.60 OT 434 Jail Khana Road 4.83 160 13.60 OT 435 Jail Khana Road 4.41 160 13.60 OT 436 Jail Khana Road 3.45 160 10.00 OT 437 Jail Khana Road 7.68 200 9.60 OT 438 Jail Khana Road 5.25 200 9.60 OT 439 Jail Khana Road 8.91 160 14.00 OT 440 Begum Bazar Road 4.51 200 4.40 OT 441 Chok Circular Road 5.14 200 10.10 OT 442 Begum Bazar Road 1.84 200 4.40 OT 443 Begum Bazar Road 2.01 200 4.40 OT 444 Jail Khana Road 3.02 160 14.00 OT 445 Jail Khana Road 2.51 160 14.00 OT 446 Jail Khana Road 2.40 160 14.00 OT 447 Jail Khana Road 3.66 160 14.00 OT 448 Water Works Road 6.59 200 5.70 OT 449 Water Works Road 11.88 250 5.70 OT 450 Water Works Road 8.77 250 5.70 OT 451 Water Works Road 3.36 200 5.70 OT

Length of Dia of Pipe Open Proposed work Road Sl. No. Road Name be laid cut/trenchless along the road Width (m) (mm) Pipelaying (m) 452 Moulovi Bazar Road 8.50 315 3.70 OT 453 Moulovi Bazar Road 3.57 315 3.70 OT 454 Water Works Road 4.17 250 5.70 OT 455 Moulovi Bazar Road 3.20 315 3.70 OT 456 Moulovi Bazar Road 3.54 315 3.70 OT 457 Moulovi Bazar Road 2.81 315 6.00 OT 458 Moulovi Bazar Road 2.52 315 3.70 OT 459 Moulovi Bazar Road 10.14 315 6.00 HDD 460 Moulovi Bazar Road 6.41 315 6.00 OT 461 Moulovi Bazar Road 2.39 315 6.00 OT 462 Moulovi Bazar Road 3.16 315 6.00 OT 463 Mokim Kattra Road 6.38 110 5.00 OT 464 Moulovi Bazar Road 4.87 315 6.00 OT 465 Moulovi Bazar Road 2.04 315 6.00 OT 466 Moulovi Bazar Road 8.74 315 6.00 HDD 467 Moulovi Bazar Road 2.59 315 6.00 OT 468 Moulovi Bazar Road 5.14 315 6.00 OT 469 Moulovi Bazar Road 5.06 250 6.00 OT 470 Moulovi Bazar Road 1.22 250 6.00 OT 471 Ali Hossain Khan Road 3.84 250 6.00 OT 472 Ali Hossain Khan Road 1.98 250 6.00 OT 473 Begum Bazar Road 2.11 200 4.40 OT 474 Begum Bazar Road 2.14 200 4.40 OT 475 Begum Bazar Road 2.63 200 4.40 OT 476 Begum Bazar Road 4.77 250 4.40 OT 477 Begum Bazar Road 2.00 250 4.40 OT 478 Moulovi Bazar Road 4.52 250 6.00 OT 479 Moulovi Bazar Road 1.32 250 6.00 OT 480 Moulovi Bazar Road 1.38 250 6.00 OT 481 Moulovi Bazar Road 1.55 250 6.00 OT 482 Moulovi Bazar Road 6.12 250 6.00 OT 483 Moulovi Bazar Road 1.55 250 6.00 OT 484 Jail Khana Road 13.95 160 14.00 OT 485 Nazimuddin Road 11.96 160 8.50 OT 486 Abul Hasnat Road 13.32 160 6.10 OT 487 Begum Bazar Road 5.24 200 5.50 OT 488 Begum Bazar Road 1.39 250 4.40 OT 489 Begum Bazar Road 1.53 250 4.30 OT 490 Begum Bazar Road 5.29 250 4.30 OT

Length of Dia of Pipe Open Proposed work Road Sl. No. Road Name be laid cut/trenchless along the road Width (m) (mm) Pipelaying (m) 491 Begum Bazar Road 1.29 250 4.30 OT 492 Begum Bazar Road 3.23 250 4.40 OT 493 Begum Bazar Road 0.99 250 4.40 OT 494 Begum Bazar Road 0.85 250 4.40 OT 495 Begum Bazar Road 0.79 250 5.50 OT 496 Begum Bazar Road 6.20 250 5.50 OT 497 Begum Bazar Road 1.32 200 5.50 OT 498 Bacharam Dauri Road 1.39 315 5.70 OT 499 Begum Bazar Road 8.19 200 5.50 OT 500 Begum Bazar Road 2.66 200 5.50 OT 501 Begum Bazar Road 1.41 200 5.50 OT 502 Begum Bazar Road 1.18 200 5.50 OT 503 Begum Bazar Road 5.92 200 5.50 OT 504 Begum Bazar Road 1.45 200 5.50 OT 505 Begum Bazar Road 7.36 200 5.50 OT 506 Begum Bazar Road 1.39 200 5.50 OT 507 Begum Bazar Road 0.81 200 5.50 OT 508 Begum Bazar Road 0.88 200 5.50 OT 509 Abul Hasnat Road 2.55 160 8.40 OT 510 Abul Hasnat Road 2.95 160 5.60 OT 511 Abul Hasnat Road 1.50 160 5.60 OT 512 Abul Hasnat Road 1.11 160 5.60 OT 513 Abul Hasnat Road 10.78 160 5.60 HDD 514 Abul Hasnat Road 1.39 160 5.60 OT 515 Abul Hasnat Road 1.99 160 5.60 OT 516 Abul Hasnat Road 2.04 160 7.60 OT 517 Abul Hasnat Road 1.64 160 7.60 OT 518 Abul Hasnat Road 2.34 160 5.80 OT 519 KM Azom Main Lane 3.93 160 4.00 OT 520 Abul Hasnat Road 6.42 160 5.80 OT 521 Abul Hasnat Road 4.09 200 6.50 OT 522 Abul Hasnat Road 5.52 200 6.50 OT 523 Abul Hasnat Road 4.35 200 6.50 OT 524 Nur Box Main Lane 5.79 315 3.70 OT 525 Mohuttoli Road 6.29 200 8.40 OT 526 Abul Hasnat Road 6.25 200 6.50 OT 527 Mohuttoli Road 14.47 200 8.40 HDD 528 Mohuttoli Road 5.19 200 8.40 OT 529 Nur Box Main Lane 11.01 200 3.70 HDD

Length of Dia of Pipe Open Proposed work Road Sl. No. Road Name be laid cut/trenchless along the road Width (m) (mm) Pipelaying (m) 530 Nur Box Main Lane 1.57 200 3.70 OT 531 Nur Box Main Lane 1.26 315 3.70 OT 532 Nur Box Main Lane 1.51 315 3.70 OT 533 Mohuttoli Road 3.62 200 8.40 OT 534 Mohuttoli Road 4.34 200 8.40 OT 535 Mohuttoli Road 11.66 200 8.40 OT 536 Abul Khairat Road 15.29 200 6.60 OT 537 Abul Khairat Road 3.01 200 8.10 OT 538 Abul Khairat Road 4.66 200 6.60 OT 539 Abul Khairat Road Lane-1 3.83 110 4.70 OT 540 Abul Khairat Road 3.85 200 8.10 OT 541 Abul Khairat Road 3.41 200 6.60 OT 542 Abul Khairat Road Lane-1 4.62 110 4.70 OT 543 Abul Khairat Road Lane-1 8.60 110 4.70 HDD 544 Abul Khairat Road Lane-1 6.41 110 4.70 OT 545 Abul Khairat Road Lane-1 2.69 110 4.70 OT 546 Abul Khairat Road Lane-1 8.50 110 4.70 OT 547 Abul Khairat Road Lane-1 10.17 110 4.70 OT 548 Abul Khairat Road Lane-1 5.91 110 4.70 OT 549 Abul Khairat Road Lane-1 1.54 110 4.70 OT 550 Abul Khairat Road 1.22 200 6.60 OT 551 Abul Khairat Road 1.43 200 6.60 OT 552 Abul Khairat Road 24.79 200 6.60 HDD 553 Abul Khairat Road 2.31 200 6.60 OT 554 Nur Box Main Lane 2.19 160 3.90 OT 555 Abul Khairat Road 3.37 200 6.60 OT 556 Abul Khairat Road 2.90 200 9.80 OT 557 Abul Khairat Road 8.34 200 9.80 OT 558 Bacharam Dauri Road 2.25 200 5.80 OT 559 Bacharam Dauri Road 2.17 200 5.40 OT 560 Bacharam Dauri Road 17.15 200 5.40 HDD 561 Bacharam Dauri Road 5.22 200 5.40 OT 562 Bacharam Dauri Road 0.96 200 5.40 OT 563 B.K Ray Lane 0.89 200 4.50 OT 564 B.K Ray Lane 0.37 200 4.50 OT 565 B.K Ray Lane 0.42 200 4.50 OT 566 B.K Ray Lane 10.13 200 4.00 HDD 567 B.K Ray Lane 1.09 200 4.00 OT 568 B.K Ray Lane 1.03 200 4.00 OT

Length of Dia of Pipe Open Proposed work Road Sl. No. Road Name be laid cut/trenchless along the road Width (m) (mm) Pipelaying (m) 569 B.K Ray Lane 1.29 200 4.00 OT 570 B.K Ray Lane 1.27 200 4.00 OT 571 B.K Ray Lane 4.27 200 4.00 OT 572 B.K Ray Lane 11.33 200 4.00 OT 573 Water Works Road 9.99 200 5.70 OT 574 Water Works Road 3.73 200 5.70 OT 575 Water Works Road 4.15 200 5.70 OT 576 Ali Hossain Khan Road 1.54 250 6.00 OT 577 Ali Hossain Khan Road 1.78 250 6.00 OT 578 Ali Hossain Khan Road 5.59 250 6.00 OT 579 Ali Hossain Khan Road 2.17 250 6.00 OT 580 Ali Hossain Khan Road 2.77 200 6.00 OT 581 Ali Hossain Khan Road 2.94 200 6.00 OT 582 Ali Hossain Khan Road 3.61 200 6.00 OT 583 Bacharam Dauri Road 4.45 250 7.10 OT 584 Bacharam Dauri Road 1.20 250 7.10 OT 585 Ali Hossain Khan Road 2.07 200 6.00 OT 586 Bacharam Dauri Road 1.71 200 5.80 OT 587 Bacharam Dauri Road 6.48 250 7.10 HDD 588 Bacharam Dauri Road 1.95 250 7.10 OT 589 Bacharam Dauri Road 0.83 250 7.10 OT 590 Bacharam Dauri Road 1.11 250 7.10 OT 591 Bacharam Dauri Road 1.04 250 7.10 OT 592 Bacharam Dauri Road 1.03 250 7.10 OT 593 Bacharam Dauri Road 3.80 250 7.10 OT 594 Bacharam Dauri Road 1.28 250 7.10 OT 595 Bacharam Dauri Road 1.85 200 5.70 OT 596 Bacharam Dauri Road 8.79 200 5.70 OT 597 Bacharam Dauri Road 1.43 200 5.70 OT 598 Bacharam Dauri Road 5.64 200 5.70 OT 599 Bacharam Dauri Road 2.34 200 5.70 OT 600 Bacharam Dauri Road 0.93 200 5.70 OT 601 Bacharam Dauri Road 1.06 200 5.70 OT 602 Bacharam Dauri Road 0.74 200 5.70 OT 603 Bacharam Dauri Road 0.88 200 5.70 OT 604 Bacharam Dauri Road 1.49 200 5.70 OT 605 Bacharam Dauri Road 2.07 200 5.70 OT 606 KM Azom Main Lane 1.77 315 4.20 OT 607 Bacharam Dauri Road 1.57 200 5.70 OT

Length of Dia of Pipe Open Proposed work Road Sl. No. Road Name be laid cut/trenchless along the road Width (m) (mm) Pipelaying (m) 608 Bacharam Dauri Road 1.67 315 5.70 OT 609 KM Azom Main Lane 0.66 315 4.20 OT 610 KM Azom Main Lane 0.73 200 4.20 OT 611 KM Azom Main Lane 0.81 315 4.20 OT 612 KM Azom Main Lane 11.29 200 4.20 OT 613 KM Azom Main Lane 2.02 200 4.00 OT 614 KM Azom Main Lane 1.45 200 4.00 OT 615 KM Azom Main Lane 1.42 160 4.00 OT 616 KM Azom Main Lane 1.16 160 4.00 OT 617 KM Azom Main Lane 1.03 160 4.00 OT 618 KM Azom Main Lane 0.65 160 4.00 OT 619 KM Azom Main Lane 1.15 160 4.00 OT 620 KM Azom Main Lane 1.28 160 4.00 OT 621 KM Azom Main Lane 1.38 160 4.00 OT 622 KM Azom Main Lane 1.36 160 4.00 OT 623 KM Azom Main Lane 1.45 160 4.00 OT 624 Nur Box Main Lane 2.65 200 4.20 OT 625 Nur Box Main Lane 2.69 160 4.20 OT 626 Nur Box Main Lane 1.63 200 4.20 OT 627 Nur Box Main Lane 2.04 200 4.20 OT 628 Jail Khana Road 2.42 160 13.60 OT 629 Jail Khana Road 3.11 160 13.60 OT 630 Nur Box Main Lane 3.20 160 3.90 OT 631 Nur Box Main Lane 13.39 160 3.90 HDD 632 Nur Box Main Lane 4.02 160 3.90 OT 633 Nur Box Main Lane 2.60 160 3.90 OT 634 Bakshibazar Road Lane-1/A 5.46 110 2.70 OT 635 Bakshibazar Road Lane-2 4.41 160 3.50 OT 636 Bakshibazar Road Lane-1/A 5.39 110 2.70 OT 637 Ajgor Lane Pump Road 29.01 160 3.00 OT 638 Jail Khana Road 12.44 160 14.00 OT 639 B.K Ray Lane 0.96 200 4.50 OT 640 B.K Ray Lane 0.69 200 4.50 OT 641 B.K Ray Lane 0.51 200 4.50 OT 642 Bacharam Dauri Road 0.57 200 5.40 OT 643 Paddu Lochol Ray Lane 1.97 160 3.20 OT 644 Paddu Lochol Ray Lane 2.36 160 3.20 OT 645 Paddu Lochol Ray Lane 2.64 160 3.20 OT 646 Paddu Lochol Ray Lane 3.00 160 3.20 OT

Length of Dia of Pipe Open Proposed work Road Sl. No. Road Name be laid cut/trenchless along the road Width (m) (mm) Pipelaying (m) 647 Paddu Lochol Ray Lane 4.86 160 3.20 OT 648 Paddu Lochol Ray Lane 5.93 160 3.20 OT 649 Paddu Lochol Ray Lane 4.86 160 3.20 OT 650 Abul Hasnat Road-6 3.38 110 3.40 OT 651 Abul Hasnat Road-6 5.83 110 3.40 HDD 652 Abul Hasnat Road-6 2.49 110 3.40 OT 653 Abul Hasnat Road-4 37.11 110 3.30 OT 654 Abul Hasnat Road-4 4.51 110 3.30 OT 655 Ajgor Lane Pump Road 1.80 315 5.80 OT 656 Bacharam Dauri Road 1.34 200 5.80 OT 657 Bacharam Dauri Road 1.55 200 5.80 OT 658 Paddu Lochol Ray Lane 2.65 160 3.20 OT 659 Abul Hasnat Road-6 1.79 110 3.40 OT 660 Water Works Road 0.09 250 7.70 OT 661 Water Works Road 1.28 250 7.70 OT 662 Water Works Road 2.56 250 7.70 OT 663 Moulovi Bazar Road 0.76 315 6.00 OT 664 Moulovi Bazar Road 1.31 315 6.00 OT 665 Bacharam Dauri Road 0.00 250 7.10 OT 666 Bacharam Dauri Road 6.34 250 7.10 HDD

DMA 213

Length of Proposed Road Dia of Pipe Open cut/trenchless Sl. No. Road Name work along the road Width be laid (mm) Pipelaying (m) (m) 1 Kosaituli Road 1.00 110 3.00 HDD 2 Kosaituli Road 15.02 110 3.00 OT 3 Bacharam Dawri Road 29.88 200 7.80 HDD 4 K.P Ghose Road Lane-1 31.64 160 3.90 HDD 5 Samsabad Road Lane-5 35.95 110 2.00 OT 6 Digubabu Road 34.38 110 2.00 OT 7 Bagdasa Road Lane-5/A 29.73 160 5.50 HDD 8 Samsabad Road 29.88 110 4.40 HDD 9 Hazi Abdur Rasid Road 53.89 110 1.50 OT 10 Rojoni Bose Road Lane-1 29.29 110 3.90 HDD 11 K.P Ghose Lane-9 30.89 110 4.40 HDD 12 Bacharam Dawri Road Lane-2/B 46.55 110 1.00 OT 13 Kosaituli Road 13.17 110 3.00 OT 14 Hazi Abdur Rasid Road 44.71 110 1.50 OT

Length of Proposed Road Dia of Pipe Open cut/trenchless Sl. No. Road Name work along the road Width be laid (mm) Pipelaying (m) (m) 15 K.P Ghose Road Part -2 33.97 250 5.50 HDD 16 Mokim Bazar Road Lane-1 36.60 110 1.90 OT 17 Kosaituli Road 32.54 110 3.00 HDD 18 D.C Roy Road 33.00 160 6.50 HDD 19 Abul Khairat Road Lane-2 25.97 160 4.50 HDD 20 Bagdasa Road 21.48 160 5.20 HDD 21 Mokim Bazar Road 37.98 110 2.60 OT 22 Bongshal Road 35.11 160 6.40 HDD 23 K.P Ghose Road Part -2 33.54 250 5.50 HDD 24 Bacharam Dawri Road Lane-2 14.78 315 2.90 OT 25 French Road 34.93 160 11.20 HDD 26 Rojoni Bose Road Lane-1 36.98 110 3.90 HDD 27 Digubabu Road 52.26 110 2.40 OT 28 Samsabad Road Lane-3/B 40.22 110 1.60 OT 29 Bongshal Road 36.46 160 6.40 HDD 30 K.P Ghose Road Lane-4 41.48 160 2.50 OT 31 Samsabad Road Lane-4/A 41.79 110 1.40 OT 32 K.P Ghose Lane-10 37.61 315 9.70 HDD 33 Bacharam Dawri Road 39.75 250 7.80 HDD 34 Sorot Chandra Roy Road 27.47 110 4.70 HDD 35 Gobindo Das Road 9.39 160 4.00 HDD 36 Bacharam Dawri Road Lane-1 43.84 110 2.60 OT 37 K.P Ghose Lane-10 39.38 315 9.70 HDD 38 Bongshal Road 39.06 160 11.80 HDD 39 Gobindo Das Road 40.50 160 4.00 HDD 40 K.P Ghose Road Part -1 45.28 160 5.40 OT 41 Abul Khairat Road Lane-2 57.19 160 1.60 OT 42 Hazi Abdur Rasid Road 43.95 110 1.50 OT 43 Hazi Abdur Rasid Road Lane-2 42.28 160 3.90 HDD 44 Midford Road 42.65 160 5.60 HDD 45 French Road Lane-2 51.00 110 0.80 OT 46 Rojoni Bose Road Lane-1 14.00 110 3.90 OT 47 Armanitola Road 41.71 160 10.10 HDD 48 Mahuttuli Road 56.97 110 1.20 OT 49 Samsabad Road 45.28 110 4.40 HDD 50 Sorot Chandra Roy Road 44.59 110 4.70 HDD 51 K.P Ghose Road Part -1 45.79 200 5.40 HDD 52 Midford Road 45.75 160 5.60 HDD 53 Samsabad Road Lane-3/A 47.90 110 5.60 HDD 54 Rojoni Bose Road 33.57 110 2.70 OT 55 A.C Roy Road 47.35 250 9.60 HDD 92

Length of Proposed Road Dia of Pipe Open cut/trenchless Sl. No. Road Name work along the road Width be laid (mm) Pipelaying (m) (m) 56 Bacharam Dawri Road 48.21 250 7.80 HDD 57 Kazi Moinuddin Siddiquki Road 10.45 200 4.40 HDD 58 K.P Ghose Road Part -1 57.67 110 5.40 OT 59 Kosaituli Road 58.15 110 3.00 OT 60 Bagdasa Road 51.91 160 5.20 OT 61 Bongshal Road 48.81 160 6.40 HDD 62 Armanitola Road 53.49 250 10.10 HDD 63 Bongshal Road 52.35 160 6.40 HDD 64 Midford Road 49.74 200 5.60 HDD 65 Mokim Bazar Road 63.79 110 2.60 OT 66 Kazi Moinuddin Siddiquki Road 53.60 160 4.40 HDD 67 Abul Khairat Road 58.01 160 8.60 HDD 68 Armanitola Road Lane-2 13.86 160 1.50 OT 69 Bagdasa Road 61.61 160 5.20 HDD 70 Bagdasa Road Lane-6 59.05 110 3.30 HDD 71 French Road 59.49 160 11.20 HDD 72 Armanitola Road Lane-6 73.00 110 4.10 OT 73 Bagdasa Road Lane-5/A 60.04 160 5.50 HDD 74 Bacharam Dawri Road 62.81 160 7.80 HDD 75 Bacharam Dawri Road Lane-1 77.49 110 2.60 OT 76 Babu Bazar Bridge Road 67.46 250 15 HDD 77 Bongshi Bazar Road 80.75 110 2.80 OT 78 Armanitola Road 38.90 250 10.10 HDD 79 Armanitola Road 24.81 250 10.10 HDD 80 D.C Roy Road 72.01 160 6.50 HDD 81 French Road 73.12 160 11.20 HDD 82 Bagdasa Road Lane-5 76.76 110 5.10 HDD 83 K.P Ghose Road Part -2 79.10 315 5.50 HDD 84 K.P Ghose Road Lane-1/A 91.06 110 1.10 OT 85 B.K Roy Road 85.21 160 3.80 HDD 86 Samsabad Road 74.46 110 4.40 HDD 87 Armanitola Road 77.49 250 10.10 HDD 88 Bongshal Road 39.16 160 6.40 HDD 89 French Road 88.79 160 11.20 HDD 90 Kosaituli Road Lane-3 15.47 110 1.90 OT 91 B.K Roy Road 99.23 160 3.80 HDD 92 Samsabad Road Lane-1 94.00 110 7.30 HDD 93 Armanitola Road Lane-8 88.42 110 4.20 HDD 94 Babu Bazar Bridge Road 104.98 200 15 HDD 95 Babu Bazar Bridge Road 107.02 200 15 HDD 96 Babu Bazar Bridge Road 117.62 200 15 HDD 93

Length of Proposed Road Dia of Pipe Open cut/trenchless Sl. No. Road Name work along the road Width be laid (mm) Pipelaying (m) (m) 97 Babu Bazar Bridge Road 117.73 200 15 HDD 98 Abul Khairat Road 158.21 160 8.60 HDD 99 Armanitola Road Lane-9 19.56 315 6.90 HDD 100 Samsabad Road Lane-2 17.52 110 5.30 OT 101 Armanitola Road Lane-9 42.44 315 6.90 HDD 102 Bacharam Dawri Road Lane-2 38.68 160 2.90 OT 103 K.P Ghose Road Part -1 34.39 250 5.40 HDD 104 K.P Ghose Road Part -1 53.98 250 5.40 HDD 105 Bongshal Road 29.92 160 6.40 HDD 106 Bongshal Road 39.62 160 6.40 HDD 107 Midford Road 52.30 200 5.60 HDD 108 Bacharam Dawri Road Lane-1 91.82 110 2.60 OT 109 Armanitola Road 3.05 250 10.10 OT 110 Bagdasa Road 10.40 160 5.20 HDD 111 Bacharam Dawri Road Lane-1 32.48 110 2.60 OT 112 Kazi Moinuddin Siddiquki Road 15.76 160 4.40 OT 113 Midford Road 56.70 200 5.60 HDD 114 Midford Road 47.87 200 5.60 HDD 115 Midford Road 43.33 160 5.60 HDD 116 Midford Road 38.56 160 5.60 HDD 117 Armanitola Road 66.03 160 10.10 HDD 118 Armanitola Road 47.95 160 10.10 HDD 119 Rojoni Bose Road 35.15 160 2.70 OT 120 Rojoni Bose Road 60.22 160 2.70 OT 121 French Road Lane-2 14.67 110 0.80 OT 122 Babu Bazar Bridge Road 0.62 315 15 HDD 123 Babu Bazar Bridge Road 0.62 315 15 OT 124 Bacharam Dawri Road Lane-2 2.33 315 2.90 OT 125 K.P Ghose Road Part -1 5.55 315 5.40 OT 126 K.P Ghose Road Part -1 14.96 110 5.40 OT 127 Armanitola Road Lane-9 7.74 315 6.90 OT 128 K.P Ghose Road Part -1 9.00 200 5.40 OT 129 Armanitola Road Lane-1 44.09 110 2.10 OT 130 K.P Ghose Lane-9/A 24.97 110 2.00 OT 131 K.P Ghose Road Lane-1 12.50 160 3.90 OT 132 K.P Ghose Road Lane-1 14.50 160 3.90 OT 133 K.P Ghose Road Lane-1/B 47.51 110 1.90 OT 134 Kosaituli Road Lane-3 14.99 110 2.80 OT 135 Kosaituli Road Lane-3 19.42 110 2.80 OT 136 Gobindo Das Road 32.27 160 4.00 OT 137 Kosaituli Road Lane-3/D 52.94 110 1.40 OT 94

Length of Proposed Road Dia of Pipe Open cut/trenchless Sl. No. Road Name work along the road Width be laid (mm) Pipelaying (m) (m) 138 K.P Ghose Road Lane-5 22.96 110 2.50 OT 139 K.P Ghose Road Lane-5 13.05 110 2.50 OT 140 K.P Ghose Road Lane-5/A 37.81 110 1.30 OT 141 K.P Ghose Road Lane-6 39.95 110 1.20 OT 142 Bagdasa Road Lane-1 26.51 110 1.40 OT 143 Kosaituli Road Lane-3 38.47 110 1.90 OT 144 Bagdasa Road 11.13 160 5.20 HDD 145 K.P Ghose Road Part -1 16.55 160 5.40 OT 146 Hazi Abdur Rasid Road Lane-3 17.26 110 1.60 OT 147 Bagdasa Road Lane-5/A 14.10 160 5.50 HDD 148 Bagdasa Road Lane-2 4.17 110 2.10 OT 149 Armanitola Road Lane-2/D 19.59 110 1.60 OT 150 Mahuttuli Road 27.04 110 1.20 OT 151 Bagdasa Road Lane-2 26.64 110 2.10 OT 152 Armanitola Road 14.02 250 10.10 HDD 153 A.C Roy Road 13.04 250 9.60 HDD 154 Samsabad Road 13.80 110 4.40 HDD 155 Armanitola Road 12.20 250 10.10 HDD 156 Kosaituli Road 32.95 110 3.00 OT 157 Bagdasa Road Lane-1 44.35 110 1.40 OT 158 Armanitola Road 4.20 200 10.10 OT 159 B.K Roy Road 19.61 160 3.80 OT 160 K.P Ghose Road Lane-3 24.51 110 0.30 OT 161 Bongshal Road Lane-3 33.38 110 2.30 OT 162 Armanitola Road 14.51 250 10.10 HDD 163 K.P Ghose Road Part -1 19.35 200 5.40 OT 164 K.P Ghose Road Part -2 13.87 315 5.50 HDD 165 K.P Ghose Road Part -1 19.96 110 5.40 OT 166 Bongshal Road 17.25 160 11.80 HDD 167 Bagdasa Road 17.51 160 5.20 HDD 168 Bagdasa Road Lane-2 29.47 110 1.20 OT 169 K.P Ghose Road Part -1 6.79 200 5.40 OT 170 Samsabad Road Lane-6 21.63 110 2.30 OT 171 Armanitola Road Lane-2/A 61.00 110 1.90 OT 172 Samsabad Road 24.32 110 4.40 OT 173 Rojoni Bose Road 23.86 160 2.70 OT 174 Bacharam Dawri Road 12.88 250 7.80 HDD 175 Samsabad Road Lane-2 24.83 110 5.30 OT 176 Bacharam Dawri Road 18.74 160 7.80 HDD 177 Samsabad Road Lane-3 17.54 110 5.00 HDD 178 Midford Road 18.07 160 5.60 HDD 95

Length of Proposed Road Dia of Pipe Open cut/trenchless Sl. No. Road Name work along the road Width be laid (mm) Pipelaying (m) (m) 179 Samsabad Road Lane-6 23.52 110 2.30 OT 180 Bagdasa Road Lane-2 9.73 110 1.20 OT 181 Armanitola Road Lane-2 23.60 110 1.50 OT 182 K.P Ghose Road Part -2 20.82 250 5.50 HDD 183 Digubabu Road 28.74 110 2.40 OT 184 Bongshal Road Lane-3 34.29 110 2.30 OT 185 K.P Ghose Road Part -1 22.75 200 5.40 HDD 186 K.P Ghose Road Lane-5 35.79 110 1.40 OT 187 Kazi Moinuddin Siddiquki Road 20.73 160 4.40 HDD 188 French Road 22.23 160 11.20 HDD 189 K.P Ghose Road Lane-3 25.76 110 0.30 OT 190 Armanitola Road Lane-2/D 41.10 110 1.20 OT 191 K.P Ghose Road Lane-1 9.50 160 3.90 OT 192 K.P Ghose Road Lane-1 22.17 160 3.90 HDD 193 Bacharam Dawri Road Lane-1 34.98 110 2.60 OT 194 Bacharam Dawri Road 22.14 250 7.80 HDD 195 Hazi Abdur Rasid Road Lane-3 34.99 110 1.60 OT 196 French Road 25.04 160 11.20 HDD 197 Armanitola Road 21.28 160 10.10 HDD 198 Samsabad Road Lane-6 29.97 160 2.30 OT 199 K.P Ghose Road Part -2 23.39 315 5.50 HDD 200 Bagdasa Road Lane-2/A 29.63 110 1.60 OT 201 Armanitola Road Lane-2 30.10 110 1.50 OT 202 K.P Ghose Road Lane-1 36.21 160 3.90 OT 203 Armanitola Road Lane-2 41.85 110 1.50 OT 204 K.P Ghose Lane-10 24.26 315 9.70 HDD 205 Kazi Moinuddin Siddiquki Road 33.49 160 4.40 HDD 206 K.P Ghose Lane-9 27.44 110 4.40 HDD 207 A.C Roy Road 26.71 250 9.60 HDD 208 Bongshal Road Lane-3 31.36 110 1.50 OT 209 Bagdasa Road 25.59 160 5.20 HDD 210 Samsabad Road 29.73 110 1.80 OT 211 D.C Roy Road 27.53 160 6.50 HDD 212 Bongshal Road 49.12 160 6.40 HDD 213 Bagdasa Road Lane-1 45.98 110 2.30 OT 214 Gobindo Das Road 28.02 160 4.00 HDD 215 Armanitola Road 27.15 160 10.10 HDD 216 Mokim Bazar Road 49.37 110 2.60 OT 217 Hazi Abdur Rasid Road 51.18 110 1.50 OT 218 Bacharam Dawri Road Lane-2 44.25 110 2.90 OT 219 Armanitola Road Lane-2 33.00 160 2.40 OT 96

Length of Proposed Road Dia of Pipe Open cut/trenchless Sl. No. Road Name work along the road Width be laid (mm) Pipelaying (m) (m) 220 Samsabad Road Lane-3 28.80 110 5.00 HDD 221 Samsabad Road Lane-2 43.26 110 1.20 OT 222 Mahuttuli Road 54.23 110 2.10 OT 223 Midford Road Lane-1 27.43 75 7.00 OT 224 Rojoni Bose Road Lane-1/B 25.00 75 2.30 OT 225 Rojoni Bose Road Lane-1/C 19.23 75 1.60 OT 226 D.C Roy Road Lane-3 45.00 75 2.20 OT 227 D.C Roy Road Lane-2 23.00 75 1.20 OT 228 D.C Roy Road Lane-1 30.41 75 1.90 OT 229 D.C Roy Road Lane-4 43.53 75 5.20 HDD 230 Rojoni Bose Road Lane-1/A 34.08 75 3.00 OT 231 Midford Road Lane-2 55.00 75 2.70 OT 232 A.C Roy Road Lane-2 35.80 75 1.20 OT 233 A.C Roy Road Lane-5 47.36 75 1.20 OT 234 A.C Roy Road Lane-6 44.00 75 2.20 OT 235 A.C Roy Road Lane-4 26.01 75 2.00 OT 236 A.C Roy Road Lane-3 24.34 75 1.40 OT 237 A.C Roy Road Lane-1 26.91 75 3.20 OT 238 B.K Roy Road Lane-1 18.00 75 3.00 OT 239 Rojoni Bose Road Lane-2 32.73 75 2.00 OT 240 Bacharam Dawri Road Lane-3 18.97 75 1.00 OT 241 Bacharam Dawri Road Lane-2/A 35.77 75 1.70 OT 242 Bacharam Dawri Road Lane-1/A 14.74 75 1.20 OT 243 Bacharam Dawri Road Lane-1/D 20.76 75 1.20 OT 244 Abul Khairat Road Lane-2/B 66.02 75 1.50 OT 245 Abul Khairat Road Lane-2/A 14.40 75 1.30 OT 246 Bacharam Dawri Road Lane-4 55.06 75 2.80 OT 247 Bacharam Dawri Road Lane-1/C 30.62 75 1.50 OT 248 K.P Ghose Lane-10/A 59.50 75 5.00 HDD 249 Sorot Chandra Roy Road Lane-1 33.00 75 1.20 OT 250 Armanitola Road Lane-7 40.42 75 3.40 HDD 251 Armanitola Road Lane-6/A 37.64 75 3.00 HDD 252 Armanitola Road Lane-6/B 26.00 75 1.60 OT 253 Gobindo Das Road Lane-2 16.96 75 1.10 OT 254 Gobindo Das Road Lane-3 26.66 75 1.60 OT 255 Gobindo Das Road Lane-4 40.53 75 1.40 OT 256 K.P Ghose Lane-12/A 32.72 75 1.00 OT 257 Gobindo Das Road Lane-1 69.33 75 5.00 OT 258 K.P Ghose Lane-12 43.00 75 1.20 OT 259 Abul Khairat Road Lane-1 27.67 75 4.90 HDD 260 Armanitola Road Lane-5 28.00 75 2.80 OT 97

Length of Proposed Road Dia of Pipe Open cut/trenchless Sl. No. Road Name work along the road Width be laid (mm) Pipelaying (m) (m) 261 Kazi Moinuddin Siddiquki Road-4 36.48 75 1.10 OT 262 Kazi Moinuddin Siddiquki Road-7 19.55 75 0.70 OT 263 K.P Ghose Lane-11 37.00 75 1.00 OT 264 Bagdasa Road Lane-3/A 21.54 75 0.90 OT 265 Bagdasa Road Lane-3 34.95 75 1.00 OT 266 Bagdasa Road Lane-4 22.14 75 1.50 OT 267 Bagdasa Road Lane-1/A 24.31 75 2.00 OT 268 Bagdasa Road Lane-1/B 12.98 75 1.00 OT 269 Bagdasa Road Lane-2/C 11.00 75 0.80 OT 270 Bagdasa Road Lane-2/B 17.95 75 1.50 OT 271 Samsabad Road Lane-7 20.00 75 1.40 OT 272 Samsabad Road Lane-2/A 20.00 75 0.90 OT 273 Samsabad Road Lane-2/B 15.53 75 0.80 OT 274 Samsabad Road Lane-2 16.54 75 1.20 OT 275 Samsabad Road Lane-5/A 37.92 75 1.10 OT 276 Samsabad Road 53.00 75 1.80 OT 277 Kazi Moinuddin Siddiquki Road-6 18.44 75 1.90 OT 278 Kazi Moinuddin Siddiquki Road-5 37.87 75 1.70 OT 279 Kazi Moinuddin Siddiquki Road-3 34.80 75 2.30 OT 280 Kazi Moinuddin Siddiquki Road-2 55.75 75 3.00 OT 281 Armanitola Road Lane-3 20.37 75 1.50 OT 282 Armanitola Road Lane-2/G 17.00 75 1.00 OT 283 Armanitola Road Lane-2/F 44.47 75 2.20 OT 284 Armanitola Road Lane-2/E 12.28 75 2.20 OT 285 Armanitola Road Lane-2/B 13.84 75 1.00 OT 286 Armanitola Road Lane-1/A 30.13 75 1.50 OT 287 Armanitola Road Lane-2/C 14.91 75 1.10 OT 288 Mahuttuli Road Lane-2 18.92 75 1.00 OT 289 Mahuttuli Road Lane-3 23.08 75 1.70 OT 290 Mahuttuli Road Lane-1 25.06 75 1.80 OT 291 Mahuttuli Road Lane-1/A 26.09 75 1.00 OT 292 Armanitola Road Lane-2/H 16.00 75 1.40 OT 293 Bongshal Road Lane-6 26.00 75 1.00 OT 294 Bongshal Road Lane-5 26.30 75 1.10 OT 295 Bongshal Road Lane-4 46.10 75 3.70 OT 296 K.P Ghose Road Lane-6/A 20.01 75 1.50 OT 297 Mokim Bazar Road Lane-2 41.17 75 0.90 OT 298 Mokim Bazar Road Lane-3 14.21 75 1.80 OT 299 Kosaituli Road Lane 5/B 27.52 75 1.2 OT 300 Kosaituli Road Lane-5/A 16.00 75 1.00 OT 301 Kosaituli Road Lane-4 27.93 75 1.20 OT 98

Length of Proposed Road Dia of Pipe Open cut/trenchless Sl. No. Road Name work along the road Width be laid (mm) Pipelaying (m) (m) 302 Kosaituli Road Lane-5 21.01 75 1.40 OT 303 Kosaituli Road Lane-2 15.95 75 1.20 OT 304 Kosaituli Road Lane-1/A 18.97 75 1.00 OT 305 Kosaituli Road Lane-1 17.73 75 1.10 OT 306 Bongshal Road Lane-3/D 21.19 75 1.10 OT 307 K.P Ghose Road Lane-1/D 12.80 75 1.10 OT 308 K.P Ghose Road Lane-1/E 17.80 75 1.10 OT 309 K.P Ghose Road Lane-1/F 18.02 75 0.90 OT 310 K.P Ghose Road Lane-1/C 28.93 75 1.20 OT 311 K.P Ghose Road Lane-2 43.38 75 0.80 OT 312 K.P Ghose Road Lane-3/A 18.00 75 1.30 OT 313 K.P Ghose Road Lane-1/H 25.34 75 1.40 OT 314 Kosaituli Road Lane-3/A 19.06 75 1.10 OT 315 Kosaituli Road Lane-3/B 11.00 75 1.20 OT 316 Kosaituli Road Lane-3/C 12.00 75 1.40 OT 317 K.P Ghose Road Lane-1/G 15.78 75 1.20 OT 318 Hazi Abdur Rasid Road Lane-4 17.74 75 1.40 OT 319 Bongshal Road Lane-3/B 16.54 75 0.85 OT 320 Bongshal Road Lane-3/C 44.00 75 1.00 OT 321 Bongshal Road Lane-3/A 10.02 75 1.40 OT 322 Samsabad Road Lane-4 27.94 75 1.80 OT 323 Hazi Abdur Rasid Road Lane-1 24.98 75 2.20 OT 324 French Road Lane-1 35.74 75 3.00 HDD 325 French Road Lane-2/A 16.18 75 1 OT 326 French Road Lane-3 24.01 75 1.40 OT 327 Bongshal Road Lane-2 40.19 75 1.30 OT 328 Bongshal Road Lane-1 31.06 75 1.65 OT 329 Samsabad Road Lane-3/B 13.89 75 1.60 OT 330 K.P Ghose Road Part -2 84.61 75 5.50 HDD 331 K.P Ghose Road Part -2 102.83 75 5.50 HDD 332 K.P Ghose Lane-10 109.96 75 9.70 HDD 333 A.C Roy Road 73.93 75 9.60 HDD 334 A.C Roy Road 65.94 75 9.60 HDD 335 Bacharam Dawri Road 108.96 75 7.80 HDD 336 Armanitola Road Lane-9 65.49 75 6.90 HDD 337 Armanitola Road 77.18 75 10.10 HDD 338 Armanitola Road 72.64 75 10.10 HDD 339 Armanitola Road 48.95 75 10.10 HDD 340 Armanitola Road 71.94 75 10.10 HDD 341 K.P Ghose Road Part -1 93.14 75 5.40 HDD 342 Abul Khairat Road 6.00 160 8.60 OT 99

Length of Proposed Road Dia of Pipe Open cut/trenchless Sl. No. Road Name work along the road Width be laid (mm) Pipelaying (m) (m) 343 Abul Khairat Road 3.00 160 8.60 OT 344 Abul Khairat Road 9.10 160 8.60 OT 345 Abul Khairat Road 3.00 160 8.60 OT 346 Abul Khairat Road 3.00 75 8.60 OT 347 Abul Khairat Road 2.50 160 8.60 OT 348 Abul Khairat Road Lane-2 2.50 160 4.50 OT 349 Abul Khairat Road Lane-2 20.86 160 4.50 OT 350 Abul Khairat Road Lane-1 57.35 75 4.90 HDD 351 Abul Khairat Road Lane-1 3.00 75 4.90 OT 352 Abul Khairat Road Lane-1 16.88 75 4.90 OT 353 Abul Khairat Road Lane-1 3.00 75 4.90 OT 354 Abul Khairat Road Lane-1 26.11 75 4.90 OT 355 A.C Roy Road 5.00 250 9.60 OT 356 A.C Roy Road 2.81 75 9.60 OT 357 A.C Roy Road 16.25 250 9.60 HDD 358 A.C Roy Road 2.00 250 9.60 OT 359 A.C Roy Road 6.88 250 9.60 OT 360 A.C Roy Road 2.00 250 9.60 OT 361 A.C Roy Road 2.00 250 9.60 OT 362 A.C Roy Road 12.30 250 9.60 OT 363 A.C Roy Road 2.00 250 9.60 OT 364 A.C Roy Road 3.36 75 9.60 OT 365 A.C Roy Road 3.16 75 9.60 OT 366 A.C Roy Road 10.01 250 9.60 OT 367 A.C Roy Road 1.50 250 9.60 OT 368 A.C Roy Road 1.50 250 9.60 OT 369 Armanitola Road 2.00 250 10.10 OT 370 Armanitola Road 2.86 75 10.10 OT 371 Armanitola Road 3.11 250 10.10 OT 372 Armanitola Road 2.51 315 10.10 OT 373 Armanitola Road 8.57 250 10.10 OT 374 Armanitola Road 6.65 75 10.10 OT 375 Armanitola Road 6.85 75 10.10 OT 376 Armanitola Road 14.17 250 10.10 OT 377 Armanitola Road 2.00 250 10.10 OT 378 Armanitola Road Lane-7 11.59 75 3.40 OT 379 Armanitola Road 2.00 75 10.10 OT 380 Armanitola Road 6.73 250 10.10 OT 381 Armanitola Road 7.41 75 10.10 OT 382 Armanitola Road 9.54 250 10.10 HDD 383 Armanitola Road 1.50 250 10.10 OT 100

Length of Proposed Road Dia of Pipe Open cut/trenchless Sl. No. Road Name work along the road Width be laid (mm) Pipelaying (m) (m) 384 Armanitola Road 1.50 250 10.10 OT 385 Armanitola Road 1.50 75 10.10 OT 386 Armanitola Road 2.00 250 10.10 OT 387 Armanitola Road 8.04 250 10.10 OT 388 Armanitola Road 1.50 250 10.10 OT 389 Armanitola Road 4.41 250 10.10 OT 390 Armanitola Road 6.34 75 10.10 OT 391 Armanitola Road 3.06 250 10.10 OT 392 Armanitola Road 3.66 75 10.10 OT 393 Armanitola Road 1.50 250 10.10 OT 394 Armanitola Road 1.50 250 10.10 OT 395 Armanitola Road 3.93 250 10.10 OT 396 Armanitola Road 3.87 75 10.10 OT 397 Armanitola Road 3.00 160 10.10 OT 398 Armanitola Road 3.00 160 10.10 OT 399 Armanitola Road 3.00 160 10.10 OT 400 Armanitola Road 3.00 160 10.10 OT 401 Armanitola Road 22.71 160 10.10 HDD 402 Armanitola Road 3.00 160 10.10 OT 403 Armanitola Road Lane-4 29.18 75 1.20 OT 404 Armanitola Road 2.00 160 10.10 OT 405 Armanitola Road 2.00 160 10.10 OT 406 Armanitola Road 3.00 160 10.10 OT 407 Armanitola Road 3.00 160 10.10 OT 408 Armanitola Road 16.55 160 10.10 HDD 409 Armanitola Road 25.17 160 10.10 HDD 410 Armanitola Road 5.00 160 10.10 OT 411 Armanitola Road 2.00 160 10.10 OT 412 Armanitola Road 2.00 160 10.10 OT 413 Armanitola Road 5.00 160 10.10 OT 414 Armanitola Road 4.46 160 10.10 OT 415 Bongshal Road 2.50 160 6.40 OT 416 Bongshal Road 2.50 160 6.40 OT 417 Bongshal Road 2.00 160 6.40 OT 418 Bongshal Road 2.00 160 6.40 OT 419 Bongshal Road 2.00 160 6.40 OT 420 Bongshal Road 2.00 160 6.40 OT 421 Bongshal Road 2.00 160 6.40 OT 422 Bongshal Road 2.00 160 6.40 OT 423 Bongshal Road 2.00 160 6.40 OT 424 Bongshal Road 2.00 160 6.40 OT 101

Length of Proposed Road Dia of Pipe Open cut/trenchless Sl. No. Road Name work along the road Width be laid (mm) Pipelaying (m) (m) 425 Bongshal Road 3.00 110 6.40 OT 426 Kosaituli Road 1.00 110 3.00 OT 427 Bongshal Road 12.15 160 6.40 OT 428 Bongshal Road 2.00 160 6.40 OT 429 Bongshal Road 3.00 160 6.40 OT 430 K.P Ghose Road Lane-1 1.00 160 3.90 OT 431 K.P Ghose Road Lane-1 3.44 160 3.90 OT 432 K.P Ghose Road Lane-1 2.00 160 3.90 OT 433 K.P Ghose Road Lane-1 1.00 160 3.90 OT 434 K.P Ghose Road Part -1 1.50 160 5.40 OT 435 Bongshal Road 1.50 160 11.80 OT 436 Bongshal Road 1.50 160 11.80 OT 437 Bongshal Road 16.23 160 11.80 HDD 438 Bongshal Road 1.50 160 11.80 OT 439 Bongshal Road 1.50 160 11.80 OT 440 Bongshal Road 1.50 160 11.80 OT 441 Bongshal Road 1.50 160 11.80 OT 442 Bongshal Road 12.98 160 11.80 HDD 443 Bongshal Road 1.50 160 11.80 OT 444 Bongshal Road 1.50 160 11.80 OT 445 Bongshal Road 4.00 160 11.80 OT 446 Bongshal Road 4.00 160 11.80 OT 447 French Road 9.85 160 11.20 OT 448 French Road 2.00 160 11.20 OT 449 French Road 1.50 160 11.20 OT 450 French Road 1.50 160 11.20 OT 451 French Road 1.50 160 11.20 OT 452 French Road 2.00 160 11.20 OT 453 French Road 2.00 160 11.20 OT 454 French Road 2.00 160 11.20 OT 455 French Road 2.00 200 11.20 OT 456 K.P Ghose Road Part -1 3.00 200 5.40 OT 457 K.P Ghose Road Part -1 5.34 110 5.40 OT 458 Hazi Abdur Rasid Road 1.50 160 1.50 OT 459 K.P Ghose Road Part -1 3.00 160 5.40 OT 460 K.P Ghose Road Part -1 5.17 250 5.40 OT 461 K.P Ghose Road Part -1 4.58 75 5.40 OT 462 Samsabad Road 3.00 110 4.40 OT 463 French Road 3.00 160 11.20 OT 464 French Road 3.00 160 11.20 OT 465 French Road 3.00 110 11.20 OT 102

Length of Proposed Road Dia of Pipe Open cut/trenchless Sl. No. Road Name work along the road Width be laid (mm) Pipelaying (m) (m) 466 French Road 4.00 160 11.20 OT 467 Babu Bazar Bridge Road 5.00 200 15 OT 468 Samsabad Road 2.00 110 4.40 OT 469 Samsabad Road 2.00 110 4.40 OT 470 Babu Bazar Bridge Road 3.00 160 15 OT 471 Bagdasa Road Lane-5/A 3.00 110 5.50 OT 472 Bagdasa Road Lane-5/A 5.75 160 5.50 OT 473 Bagdasa Road Lane-5/A 2.01 160 5.50 OT 474 Babu Bazar Bridge Road 2.00 200 15 OT 475 Babu Bazar Bridge Road 3.00 200 15 OT 476 Samsabad Road 14.67 110 4.40 OT 477 Samsabad Road 2.00 110 4.40 OT 478 Samsabad Road 2.00 110 4.40 OT 479 Samsabad Road 2.00 110 4.40 OT 480 Samsabad Road 2.00 110 4.40 OT 481 Samsabad Road Lane-3 2.00 110 5.00 OT 482 Samsabad Road 2.00 110 4.40 OT 483 Samsabad Road Lane-2 3.00 110 5.30 OT 484 Samsabad Road Lane-3 3.42 110 5.00 OT 485 Samsabad Road Lane-3 2.52 110 5.00 OT 486 Samsabad Road Lane-3 2.31 110 5.00 OT 487 Samsabad Road Lane-3 2.00 110 5.00 OT 488 Samsabad Road 19.23 110 1.80 OT 489 K.P Ghose Road Part -1 10.06 200 5.40 OT 490 K.P Ghose Road Part -1 1.50 200 5.40 OT 491 K.P Ghose Road Part -1 4.67 250 5.40 OT 492 K.P Ghose Road Part -1 4.38 75 5.40 OT 493 K.P Ghose Road Part -1 3.00 250 5.40 OT 494 K.P Ghose Road Part -1 3.00 250 5.40 OT 495 Babu Bazar Bridge Road 3.00 160 15 OT 496 Bagdasa Road 2.00 160 5.20 OT 497 Bagdasa Road 2.00 160 5.20 OT 498 Bagdasa Road 3.00 110 5.20 OT 499 K.P Ghose Road Part -2 3.00 110 5.50 OT 500 K.P Ghose Road Part -2 1.53 315 5.50 OT 501 K.P Ghose Road Part -2 0.95 75 5.50 OT 502 K.P Ghose Road Part -2 3.00 315 5.50 OT 503 K.P Ghose Road Part -2 3.00 315 5.50 OT 504 K.P Ghose Road Part -2 4.06 315 5.50 OT 505 K.P Ghose Lane-10 4.84 75 9.70 OT 506 K.P Ghose Road Part -2 3.00 315 5.50 OT 103

Length of Proposed Road Dia of Pipe Open cut/trenchless Sl. No. Road Name work along the road Width be laid (mm) Pipelaying (m) (m) 507 Babu Bazar Bridge Road 3.00 315 15 OT 508 Babu Bazar Bridge Road 3.00 250 15 OT 509 Babu Bazar Bridge Road 3.00 200 15 OT 510 K.P Ghose Lane-10 2.50 75 9.70 OT 511 K.P Ghose Lane-10 2.00 315 9.70 OT 512 K.P Ghose Lane-10 2.50 315 9.70 OT 513 K.P Ghose Lane-10/B 34.32 75 2.60 OT 514 Armanitola Road 4.02 75 10.10 OT 515 K.P Ghose Lane-10 2.50 315 9.70 OT 516 K.P Ghose Lane-10 2.50 315 9.70 OT 517 Gobindo Das Road 2.00 160 4.00 OT 518 Gobindo Das Road 11.99 160 4.00 OT 519 Kazi Moinuddin Siddiquki Road-1 59.93 75 1.40 OT 520 Gobindo Das Road 2.00 160 4.00 OT 521 Gobindo Das Road 2.00 160 4.00 OT 522 Gobindo Das Road 9.49 160 4.00 HDD 523 Gobindo Das Road 2.00 160 4.00 OT 524 Gobindo Das Road 2.00 160 4.00 OT 525 Gobindo Das Road 1.50 160 4.00 OT 526 Gobindo Das Road 1.50 160 4.00 OT 527 K.P Ghose Road Part -2 3.00 160 5.50 OT 528 Kazi Moinuddin Siddiquki Road 2.00 160 4.40 HDD 529 Kazi Moinuddin Siddiquki Road 2.00 160 4.40 HDD 530 Kazi Moinuddin Siddiquki Road 2.00 160 4.40 OT 531 Kazi Moinuddin Siddiquki Road 2.00 160 4.40 OT 532 Kazi Moinuddin Siddiquki Road 9.85 160 4.40 HDD 533 Kazi Moinuddin Siddiquki Road 2.00 160 4.40 OT 534 Kazi Moinuddin Siddiquki Road 2.00 160 4.40 OT 535 Kazi Moinuddin Siddiquki Road 12.11 160 4.40 HDD 536 Kazi Moinuddin Siddiquki Road 2.00 160 4.40 OT 537 Kazi Moinuddin Siddiquki Road 3.47 160 4.40 OT 538 Kazi Moinuddin Siddiquki Road 2.00 160 4.40 OT 539 Kazi Moinuddin Siddiquki Road 2.00 160 4.40 OT 540 Kazi Moinuddin Siddiquki Road 7.15 160 4.40 HDD 541 Kazi Moinuddin Siddiquki Road 2.00 160 4.40 OT 542 Kazi Moinuddin Siddiquki Road 2.00 200 4.40 OT 543 Kazi Moinuddin Siddiquki Road 6.14 200 4.40 OT 544 Kazi Moinuddin Siddiquki Road 1.59 160 4.40 OT 545 Kazi Moinuddin Siddiquki Road 3.39 250 4.40 OT 546 Kazi Moinuddin Siddiquki Road 3.66 75 4.40 OT 547 Kazi Moinuddin Siddiquki Road 10.54 160 4.40 OT 104

Length of Proposed Road Dia of Pipe Open cut/trenchless Sl. No. Road Name work along the road Width be laid (mm) Pipelaying (m) (m) 548 Kazi Moinuddin Siddiquki Road 22.30 160 4.40 HDD 549 Kazi Moinuddin Siddiquki Road 2.00 160 4.40 OT 550 K.P Ghose Road Part -1 2.00 160 5.40 OT 551 Bagdasa Road 2.00 160 5.20 OT 552 Bagdasa Road 1.50 160 5.20 OT 553 Bagdasa Road 1.50 160 5.20 OT 554 Bagdasa Road 1.50 160 5.20 OT 555 Bagdasa Road 5.81 160 5.20 OT 556 Bagdasa Road 2.46 160 5.20 OT 557 Bagdasa Road 9.01 160 5.20 OT 558 Bagdasa Road 13.25 160 5.20 HDD 559 Bagdasa Road 1.50 160 5.20 OT 560 Bagdasa Road 2.50 160 5.20 OT 561 Bagdasa Road 1.50 160 5.20 OT 562 Bagdasa Road 1.50 160 5.20 OT 563 Bagdasa Road 2.00 110 5.20 OT 564 K.P Ghose Lane-9 1.50 110 4.40 OT 565 K.P Ghose Road Part -2 1.50 110 5.50 OT 566 Bagdasa Road 3.00 110 5.20 OT 567 K.P Ghose Lane-9 2.00 110 4.40 OT 568 K.P Ghose Road Part -2 4.82 250 5.50 OT 569 K.P Ghose Road Part -2 2.11 75 5.50 OT 570 K.P Ghose Road Part -2 1.61 250 5.50 OT 571 K.P Ghose Road Part -2 1.64 75 5.50 OT 572 K.P Ghose Road Part -2 12.07 250 5.50 HDD 573 K.P Ghose Road Part -2 1.14 250 5.50 OT 574 K.P Ghose Road Part -2 2.00 250 5.50 OT 575 K.P Ghose Road Part -2 2.00 250 5.50 OT 576 K.P Ghose Road Part -2 1.50 250 5.50 OT 577 K.P Ghose Road Part -2 1.38 315 5.50 OT 578 Armanitola Road 8.91 250 10.10 OT 579 Armanitola Road 3.96 75 10.10 OT 580 Armanitola Road 5.29 250 10.10 OT 581 Armanitola Road 5.09 75 10.10 OT 582 Armanitola Road 4.24 315 10.10 OT 583 Armanitola Road 3.78 75 10.10 OT 584 Armanitola Road 0.98 160 10.10 OT 585 Armanitola Road 2.00 110 10.10 OT 586 Babu Bazar Bridge Road 4.35 315 15 OT 587 Babu Bazar Bridge Road 3.41 75 15 OT 588 Armanitola Road Lane-8 35.93 110 4.20 OT 105

Length of Proposed Road Dia of Pipe Open cut/trenchless Sl. No. Road Name work along the road Width be laid (mm) Pipelaying (m) (m) 589 Armanitola Road Lane-8 5.54 110 4.20 OT 590 Midford Road 1.58 160 5.60 OT 591 Midford Road 3.00 200 5.60 OT 592 Midford Road 3.00 200 5.60 OT 593 D.C Roy Road Lane-4 34.38 75 3.20 OT 594 D.C Roy Road 2.75 75 6.50 OT 595 D.C Roy Road 2.66 160 6.50 OT 596 D.C Roy Road 7.35 160 6.50 OT 597 D.C Roy Road 2.00 110 6.50 OT 598 D.C Roy Road 8.89 160 6.50 HDD 599 D.C Roy Road 2.00 160 6.50 OT 600 D.C Roy Road 2.00 160 6.50 OT 601 D.C Roy Road 2.00 160 6.50 OT 602 D.C Roy Road 2.00 160 6.50 OT 603 D.C Roy Road 2.00 160 6.50 OT 604 D.C Roy Road 2.00 160 6.50 OT 605 D.C Roy Road 20.20 160 6.50 HDD 606 Midford Road 3.00 160 5.60 OT 607 Midford Road 3.00 200 5.60 OT 608 Midford Road 3.00 160 5.60 OT 609 Midford Road 3.00 110 5.60 OT 610 Rojoni Bose Road Lane-1 13.57 110 3.90 OT 611 Rojoni Bose Road Lane-1 3.88 110 3.90 OT 612 Midford Road 3.00 160 5.60 OT 613 Midford Road 3.00 160 5.60 OT 614 Midford Road 3.00 160 5.60 OT 615 Midford Road 3.00 160 5.60 OT 616 Rojoni Bose Road Lane-1 2.00 110 3.90 OT 617 B.K Roy Road 6.50 160 3.80 OT 618 B.K Roy Road 3.00 160 3.80 OT 619 Midford Road 2.00 160 5.60 OT 620 Midford Road 2.00 160 5.60 OT 621 Midford Road 2.00 200 5.60 OT 622 Midford Road 2.00 200 5.60 OT 623 A.C Roy Road 2.96 160 9.60 OT 624 Bacharam Dawri Road 3.81 250 7.80 OT 625 Bacharam Dawri Road 3.21 75 7.80 OT 626 Bacharam Dawri Road 7.37 250 7.80 OT 627 Bacharam Dawri Road 4.34 75 7.80 OT 628 Bacharam Dawri Road 2.27 250 7.80 OT 629 Bacharam Dawri Road 2.00 250 7.80 OT 106

Length of Proposed Road Dia of Pipe Open cut/trenchless Sl. No. Road Name work along the road Width be laid (mm) Pipelaying (m) (m) 630 Bacharam Dawri Road 2.00 250 7.80 OT 631 Babu Bazar Bridge Road 4.00 200 15 OT 632 Babu Bazar Bridge Road 4.00 200 15 OT 633 B.K Roy Road 2.00 160 3.80 OT 634 B.K Roy Road 2.00 160 3.80 OT 635 Bacharam Dawri Road 1.46 160 7.80 OT 636 Bacharam Dawri Road 1.23 160 7.80 OT 637 Bacharam Dawri Road 2.92 200 7.80 OT 638 Bacharam Dawri Road 2.00 200 7.80 OT 639 Bacharam Dawri Road 1.18 250 7.80 OT 640 Bacharam Dawri Road 6.37 250 7.80 HDD 641 Bacharam Dawri Road 4.11 250 7.80 OT 642 Bacharam Dawri Road 13.83 160 7.80 OT 643 Bacharam Dawri Road 3.18 160 7.80 OT 644 Bacharam Dawri Road 4.00 160 7.80 OT 645 Bacharam Dawri Road 2.00 250 7.80 OT 646 Bacharam Dawri Road 2.00 250 7.80 OT 647 Kosaituli Road 24.58 110 3.00 OT 648 Babu Bazar Bridge Road 1.50 200 15 OT 649 Babu Bazar Bridge Road 1.50 200 15 OT 650 Armanitola Road Lane-9 1.50 315 6.90 OT 651 Armanitola Road Lane-9 1.50 315 6.90 OT 652 Babu Bazar Bridge Road 1.50 200 15 OT 653 Babu Bazar Bridge Road 1.50 250 15 OT 654 Bagdasa Road Lane-5/A 1.50 160 5.50 OT 655 Bagdasa Road Lane-5/A 1.50 160 5.50 OT 656 Bagdasa Road Lane-5/A 1.50 160 5.50 OT 657 Midford Road 1.42 160 5.60 OT 658 Armanitola Road 115.00 75 10.10 HDD 659 Armanitola Road 1.66 75 10.10 OT 660 Armanitola Road 0.80 160 10.10 OT 661 Bacharam Dawri Road Lane-2 15.70 75 2.90 OT 662 Bacharam Dawri Road 0.90 315 7.80 OT 663 Bacharam Dawri Road Lane-2 0.39 315 2.90 OT 664 Bacharam Dawri Road 1.87 75 7.80 OT 665 Bacharam Dawri Road 0.82 250 7.80 OT 666 Bacharam Dawri Road 32.03 75 7.80 HDD 667 Bacharam Dawri Road 3.58 75 7.80 OT 668 Bacharam Dawri Road 1.36 250 7.80 OT 669 Kosaituli Road 5.90 110 3.00 OT 670 Kosaituli Road Lane-1 15.27 75 1.10 OT 107

Length of Proposed Road Dia of Pipe Open cut/trenchless Sl. No. Road Name work along the road Width be laid (mm) Pipelaying (m) (m) 671 Bagdasa Road 15.01 75 5.20 OT 672 Bagdasa Road 9.61 160 5.20 HDD 673 Bagdasa Road 1.90 160 5.20 OT 674 Bagdasa Road Lane-1 8.74 75 1.40 OT 675 Rojoni Bose Road Lane-1 18.13 110 3.90 OT 676 Rojoni Bose Road Lane-1 12.12 110 3.90 OT 677 Rojoni Bose Road Lane-1 6.58 110 3.90 HDD 678 Rojoni Bose Road Lane-1 2.35 110 3.90 OT 679 Armanitola Road 7.85 160 10.10 HDD 680 Armanitola Road 3.12 160 10.10 OT 681 Armanitola Road 2.14 75 10.10 OT 682 Armanitola Road 6.76 160 10.10 HDD 683 Armanitola Road 1.97 160 10.10 OT 684 Rojoni Bose Road 32.87 110 2.70 HDD 685 Sorot Chandra Roy Road 2.52 110 4.70 OT 686 Armanitola Road 4.44 110 10.10 OT 687 Sorot Chandra Roy Road 2.23 110 4.70 OT 688 Sorot Chandra Roy Road 15.82 110 4.70 OT 689 French Road 2.26 75 11.20 OT

DMA 214

Length of Proposed Dia of Pipe Road Open cut/trenchless Sl. No. Road Name work along the road be laid Width Pipelaying (m) (mm) (m) 1 Sadarghat Gaptoli Road 56.99 315 10.79 HDD 2 Showari Ghat Road 7.31 315 7.10 HDD 3 Hazi Ballu Road 28.91 160 4.10 OC 4 Debidash Ghat Road 85.56 160 6.40 HDD 5 Choto Katara Road 29.95 200 2.30 OC 6 Rahmat Gonj Pump Road Lane-4 50.90 200 3.90 OC 7 Water Works Road Part-1 47.85 160 5.40 HDD 8 Nolgola Imamgonj Road 46.06 160 4.50 OC 9 Hazi Ballu Road 40.54 160 4.10 OC 10 Jadob Narayan Dash Lane 42.04 200 4.30 OC 11 Water Works Road Part-1 42.59 160 8.20 HDD 12 Midford Road 42.72 160 10.00 HDD 13 Nolgola Imamgonj Road Lane-5 22.72 315 2.20 OC 14 Water Works Road Part-1 62.93 160 9.60 HDD 15 Nolgola Imamgonj Road Lane-6 42.90 160 6.00 HDD

108

Length of Proposed Dia of Pipe Road Open cut/trenchless Sl. No. Road Name work along the road be laid Width Pipelaying (m) (mm) (m) 16 Midford Road 52.50 160 10.00 HDD 17 Water Works Road Part-1 77.32 160 7.40 HDD 18 Debidash Ghat Road 56.53 110 7.70 HDD 19 Jadob Narayan Dash Lane 58.25 160 5.50 HDD 20 Rahmat Gonj Road 59.39 160 2.40 OC 21 Water Works Road Part-1 64.77 160 10.10 HDD 22 Water Works Road Part-1 51.11 160 6.80 HDD 23 Nolgola Imamgonj Road Lane-6 76.47 160 2.80 HDD 24 Rahmat Gonj Pump Road 3.73 315 3.30 OC 25 Nolgola Imamgonj Road 6.55 160 9.00 HDD 26 Debidash Ghat Road 11.95 200 3.30 OC 27 Midford Hospital Road Lane-2 54.24 160 7.10 HDD 28 Imam Gonj Road 18.72 160 2.00 OC 29 Imam Gonj Road 68.44 160 2.00 OC 30 Imam Gonj Road Lane-3 26.53 160 3.10 OC 31 Boro Katara Road Lane-5 26.69 200 2.90 OC 32 Boro Katara Road Lane-5 33.32 200 6.60 HDD 33 Imam Gonj Road 36.66 160 3.10 OC 34 Imam Gonj Road 40.97 160 3.50 OC 35 Nolgola Imamgonj Road Lane-5 1.89 315 2.20 OC 36 Midford Hospital Road Lane-2 45.94 160 7.10 HDD 37 Imam Gonj Road Lane-3 44.88 160 2.50 OC 38 Debidash Ghat Road 73.87 160 6.40 HDD 39 Imam Gonj Road Lane-3 58.64 160 2.60 OC 40 Champa Toli Road Lane-4 114.15 160 2.70 OC 41 Champa Toli Road Lane-4 86.37 160 2.70 OC 42 Boro Katara Road 1.65 110 2.30 OC 43 Kamal Bag Road 2.35 110 2.60 OC 44 Debidash Ghat Road 3.09 110 3.30 OC 45 Rahmat Gonj Pump Road Lane-1 4.27 110 3.30 OC 46 Water Works Road Part-2 1.82 315 5.70 HDD 47 Hazi Ballu Road 5.11 110 2.75 OC 48 Hazi Ballu Road 5.30 110 2.80 OC 49 Rahmat Gonj Pump Road Lane-1 22.23 110 3.80 OC 50 Champa Toli Road Lane-4/F 6.75 110 3.10 OC 51 Kamal Bag Road Lane-11 16.91 110 1.50 OC 52 Choto Katara Road Lane-6 29.57 110 2.10 OC 53 Kamal Bag Road Lane-10 18.69 110 1.20 OC 54 Debidash Ghat Road Lane-2 46.99 110 2.20 OC 55 Rahmat Gonj Pump Road Lane-2 13.70 110 1.30 OC 56 Mohiuddin Road 18.69 110 2.40 OC 109

Length of Proposed Dia of Pipe Road Open cut/trenchless Sl. No. Road Name work along the road be laid Width Pipelaying (m) (mm) (m) 57 Water Works Road Part-2 12.14 250 5.70 HDD 58 Debidash Ghat Road 11.21 110 4.40 OC 59 Kamal Bag Road 14.71 110 3.00 OC 60 Nolgola Imamgonj Road 13.27 160 6.30 HDD 61 Debidash Ghat Road 13.94 110 3.30 OC 62 Debidash Ghat Road Lane-6 13.92 160 2.60 OC 63 Champa Toli Road Lane-4/A 13.95 160 3.50 OC 64 Rahmat Gonj Pump Road Lane-3 14.27 110 1.20 OC 65 Hazi Ballu Road Lane-4 17.05 110 3.90 OC 66 Hazi Ballu Road 15.01 110 2.75 OC 67 Kamal Bag Road 19.11 110 3.00 OC 68 Water Works Road Part-2 51.31 250 5.70 HDD 69 Kamal Bag Road Lane-11 27.63 110 2.50 OC 70 Debidash Ghat Road 16.34 110 4.40 OC 71 Rahmat Gonj Pump Road Lane-3/A 53.36 110 1.30 OC 72 Water Works Road Part-2 Lane-1 57.02 110 1.60 OC 73 Choto Katara Road 17.97 110 4.10 OC 74 Champa Toli Road Lane-4 46.25 160 4.00 OC 75 Kamal Bag Road Lane-3/A 48.97 110 2.70 OC 76 Champa Toli Road Lane-4/A 18.36 110 3.50 OC 77 Boro Katara Road 17.01 110 2.30 OC 78 Debidash Ghat Road 17.36 110 3.30 OC 79 Sadarghat Gaptoli Road 22.92 250 11.40 HDD 80 Rahmat Gonj Pump Road Lane-2/A 55.51 110 2.10 OC 81 Hazi Ballu Road Lane-4 59.48 110 1.30 OC 82 Rahmat Gonj Pump Road Lane-2/A 30.89 110 1.20 OC 83 Kamal Bag Road 33.72 110 5.00 HDD 84 Hazi Ballu Road Lane-3/A 25.74 110 1.00 OC 85 Kamal Bag Road 19.95 110 2.60 OC 86 Choto Katara Road 38.64 110 3.40 OC 87 Mohiuddin Road 23.03 110 2.10 OC 88 Rahmat Gonj Pump Road Lane-2 20.27 110 1.30 OC 89 Debidash Ghat Road Lane-6/A 20.32 160 4.40 OC 90 Nolgola Imamgonj Road 46.93 250 9.00 HDD 91 Kamal Bag Road Lane-3/A 20.98 110 2.60 OC 92 Debidash Ghat Road 20.99 110 3.40 OC 93 Debidash Ghat Road 21.18 110 3.40 OC 94 Hazi Ballu Road 45.08 110 3.40 OC 95 Rahmat Gonj Pump Road Lane-3 27.93 110 1.40 OC 96 Boro Katara Road 21.46 110 3.00 OC 97 Choto Katara Road 58.45 110 4.30 OC 110

Length of Proposed Dia of Pipe Road Open cut/trenchless Sl. No. Road Name work along the road be laid Width Pipelaying (m) (mm) (m) 98 Hazi Ballu Road Lane-3 30.06 110 1.10 OC 99 Hazi Ballu Road 27.93 110 3.80 OC 100 Imam Gonj Road 26.32 160 1.60 OC 101 Sadarghat Gaptoli Road 70.26 250 9.30 HDD 102 Hazi Ballu Road Lane-2 24.21 160 1.90 OC 103 Jumman Bepari Road 24.40 110 2.20 OC 104 Mach Ghat Pump Road 108.63 110 4.50 HDD 105 Boro Katara Road 26.00 110 2.40 OC 106 Imam Gonj Road Lane-4 26.09 110 4.10 OC 107 Boro Katara Road 32.46 110 1.80 OC 108 Champa Toli Road 79.63 160 3.40 OC 109 Mohiuddin Road 29.56 110 3.80 OC 110 Hazi Ballu Road Lane-4 40.26 110 1.30 OC 111 Nolgola Imamgonj Road 27.79 110 6.30 HDD 112 Sadarghat Gaptoli Road 82.75 315 11.40 HDD 113 Nolgola Imamgonj Road 48.44 250 9.00 HDD 114 Boro Katara Road Lane-3 69.82 110 2.30 OC 115 Showari Ghat Road Lane-2 28.34 160 4.50 OC 116 Boro Katara Road 30.29 110 5.50 HDD 117 Debidash Ghat Road 30.36 110 4.40 OC 118 Boro Katara Road Lane-2 29.11 110 2.20 OC 119 Kamal Bag Road Lane-3/A 31.36 110 1.30 OC 120 Showari Ghat Road Lane-4 30.00 110 4.20 OC 121 Debidash Ghat Road 30.35 110 3.30 OC 122 Rahmat Gonj Road 49.39 110 3.60 OC 123 Kamal Bag Road 32.06 160 3.00 OC 124 Water Works Road Part-2 43.90 250 5.70 HDD 125 Boro Katara Road Lane-2 30.91 110 2.20 OC 126 Jumman Bepari Road 49.99 110 2.20 OC 127 Kamal Bag Road 48.02 110 4.80 HDD 128 Imam Gonj Road Lane-3/A 39.56 110 2.90 OC 129 Boro Katara Road Lane-1 32.47 110 1.60 OC 130 Debidash Ghat Road 33.53 110 3.40 OC 131 Hazi Ballu Road 33.51 110 2.80 OC 132 Nolgola Imamgonj Road 47.71 110 4.70 OC 133 Water Works Road Part-2 33.87 110 7.20 HDD 134 Jadob Narayan Dash Lane-2 56.93 110 3.50 OC 135 Water Works Road Part-2 57.90 250 5.70 HDD 136 Water Works Road Part-2 34.27 110 7.20 HDD 137 Rahmat Gonj Road 39.03 110 3.20 OC 138 Hazi Ballu Road Lane-3 35.17 110 2.00 OC 111

Length of Proposed Dia of Pipe Road Open cut/trenchless Sl. No. Road Name work along the road be laid Width Pipelaying (m) (mm) (m) 139 Kamal Bag Road 62.24 110 3.00 OC 140 Mohiuddin Road 36.57 110 1.00 OC 141 Champa Toli Road Lane-4/A 49.57 110 3.20 OC 142 Debidash Ghat Road Lane-6/A 41.92 160 2.00 OC 143 Hazi Ballu Road Lane-2 40.10 160 1.60 OC 144 Jumman Bepari Road 37.52 110 5.20 HDD 145 Showari Ghat Road Lane-4 39.64 110 4.20 OC 146 Nolgola Imamgonj Road 59.59 250 9.00 HDD 147 Hazi Ballu Road Lane-4 39.42 110 3.90 OC 148 Boro Katara Road Lane-2 38.94 110 2.20 OC 149 Jadob Narayan Dash Lane-1 40.59 110 1.50 OC 150 Rahmat Gonj Pump Road Lane-1 41.07 110 3.30 OC 151 Mach Ghat Pump Road 69.56 110 5.00 HDD 152 Kamal Bag Road Lane-2 66.67 110 1.60 OC 153 Imam Gonj Road Lane-4 73.67 110 4.50 HDD 154 Jumman Bepari Road Lane-2/A 60.32 110 3.20 OC 155 Showari Ghat Road Lane-2 71.05 110 5.10 HDD 156 Mohiuddin Road 43.23 110 3.00 OC 157 Nolgola Imamgonj Road 59.41 250 9.00 HDD 158 Debidash Ghat Road Lane-6 44.03 110 2.60 OC 159 Rahmat Gonj Pump Road Lane-3 69.12 110 2.40 OC 160 Kamal Bag Road 45.90 110 2.60 OC 161 Hazi Ballu Road Lane-3/A 49.16 110 1.00 OC 162 Hazi Ballu Road 77.86 110 3.70 OC 163 Kamal Bag Road Lane-10 47.39 110 0.90 OC 164 Mach Ghat Pump Road 66.95 110 4.60 HDD 165 Choto Katara Road Lane-1 51.90 110 1.20 OC 166 Imam Gonj Road Lane-4 50.50 160 5.10 HDD 167 Choto Katara Road Lane-2 51.00 110 2.10 OC 168 Sadarghat Gaptoli Road 59.28 250 9.30 HDD 169 Rahmat Gonj Pump Road Lane-4/B 62.28 110 1.05 OC 170 Kamal Bag Road Lane-2 51.50 110 1.00 OC 171 Choto Katara Road Lane-6 52.05 110 2.10 OC 172 Kamal Bag Road Lane-9 54.07 110 3.20 OC 173 Kamal Bag Road Lane-8 55.92 110 5.00 HDD 174 Water Works Road Part-2 Lane-3 56.36 110 1.60 OC 175 Water Works Road Part-2 58.39 110 7.20 HDD 176 Boro Katara Road 58.16 110 5.50 HDD 177 Mohiuddin Road 59.45 110 2.40 OC 178 Water Works Road Part-1 Lane-4 58.70 110 1.90 OC 179 Water Works Road Part-2 42.54 250 5.70 HDD 112

Length of Proposed Dia of Pipe Road Open cut/trenchless Sl. No. Road Name work along the road be laid Width Pipelaying (m) (mm) (m) 180 Water Works Road Part-1 59.04 110 11.10 HDD 181 Water Works Road Part-2 Lane-3 62.15 110 1.60 OC 182 Kamal Bag Road Lane-3/A 62.40 110 2.00 OC 183 Water Works Road Part-1 65.13 110 8.20 HDD 184 Champa Toli Road 104.51 110 2.10 OC 185 Champa Toli Road 69.17 110 2.10 OC 186 Nolgola Imamgonj Road 75.79 110 6.30 HDD 187 Champa Toli Road Lane-4/C 74.30 110 5.50 HDD 188 Midford Road 79.67 110 10.00 HDD 189 Nolgola Imamgonj Road 66.68 110 7.00 HDD 190 Rahmat Gonj Pump Road 32.57 250 3.30 OC 191 Rahmat Gonj Pump Road Lane-2 83.41 110 1.00 OC 192 Hazi Ballu Road 83.20 110 2.80 OC 193 Rahmat Gonj Pump Road Lane-1 70.78 110 3.80 OC 194 Kamal Bag Road 99.99 110 2.60 OC 195 Hazi Ballu Road 69.99 110 4.10 OC 196 Water Works Road Part-2 Lane-1 61.65 110 1.60 OC 197 Champa Toli Road Lane-4/C 103.74 110 5.50 HDD 198 Water Works Road Part-2 115.09 110 7.20 HDD 199 Boro Katara Road 137.74 110 3.00 OC 200 Boro Katara Road 146.05 110 3.30 HDD 201 Rahmat Gonj Pump Road 3.01 250 3.30 OC 202 Mohiuddin Road 155.82 110 3.00 OC 203 Champa Toli Road Lane-4/F 51.85 110 1.80 OC 204 Champa Toli Road Lane-4/F 116.71 110 1.80 OC 205 Hazi Ballu Road Lane-2 35.84 110 1.60 OC 206 Water Works Road Part-2 Lane-6 69.87 110 1.60 OC 207 Boro Katara Road Lane-5/A 56.99 110 1.10 OC 208 Boro Katara Road Lane-5/A 54.05 110 1.50 OC 209 Midford Road 107.24 110 12.60 HDD 210 Sadarghat Gaptoli Road 67.10 250 11.40 HDD 211 Water Works Road Part-2 116.31 315 5.70 HDD 212 Sadarghat Gaptoli Road 12.27 250 9.30 HDD 213 Sadarghat Gaptoli Road 25.26 315 9.30 HDD 214 Boro Katara Road 2.84 200 5.50 HDD 215 Rahmat Gonj Pump Road 4.18 200 3.30 OC 216 Showari Ghat Road 63.37 200 5.20 HDD 217 Nolgola Imamgonj Road 7.53 250 3.00 OC 218 Sadarghat Gaptoli Road 12.05 200 11.40 HDD 219 Rahmat Gonj Play Ground Road 14.40 200 1.50 OC 220 Midford Hospital Road Lane-2 55.36 200 7.10 HDD 113

Length of Proposed Dia of Pipe Road Open cut/trenchless Sl. No. Road Name work along the road be laid Width Pipelaying (m) (mm) (m) 221 Sadarghat Gaptoli Road 16.21 200 11.40 HDD 222 Sadarghat Gaptoli Road 10.64 315 11.40 HDD 223 Showari Ghat Road 17.11 200 2.80 OC 224 Hazi Ballu Road Lane-7 66.63 200 2.30 OC 225 Showari Ghat Road 18.58 200 7.60 HDD 226 Debidash Ghat Road 45.55 200 5.20 HDD 227 Hazi Ballu Road Lane-7 20.69 200 3.80 OC 228 Debidash Ghat Road 39.77 200 5.20 HDD 229 Rahmat Gonj Pump Road 22.70 200 3.30 OC 230 Showari Ghat Road 51.71 200 7.60 HDD 231 Kamal Bag Road Lane-3 24.57 250 3.60 OC 232 Rahmat Gonj Pump Road 26.21 200 3.30 OC 233 Water Works Road Part-2 26.73 315 5.70 HDD 234 Sadarghat Gaptoli Road 27.25 200 10.79 HDD 235 Nolgola Imamgonj Road 27.71 250 4.10 OC 236 Kamal Bag Road 34.80 200 4.80 HDD 237 Rahmat Gonj Pump Road 28.68 200 2.80 OC 238 Midford Road 71.09 200 7.50 HDD 239 Sadarghat Gaptoli Road 31.77 200 11.10 HDD 240 Water Works Road Part-2 32.31 200 7.70 HDD 241 Water Works Road Part-2 34.08 200 5.70 HDD 242 Boro Katara Road Lane-4 36.90 200 7.30 HDD 243 Water Works Road Part-2 36.25 200 7.70 HDD 244 Water Works Road Part-2 8.21 315 5.70 HDD 245 Midford Road 39.24 200 7.50 HDD 246 Showari Ghat Road 68.90 200 7.40 HDD 247 Rahmat Gonj Pump Road 42.58 200 3.30 OC 248 Midford Hospital Road Lane-3 45.03 200 5.00 HDD 249 Sadarghat Gaptoli Road 50.57 200 10.79 HDD 250 Midford Road 50.01 200 7.50 HDD 251 Showari Ghat Road 63.64 200 7.10 HDD 252 Sadarghat Gaptoli Road 54.35 200 10.79 HDD 253 Sadarghat Gaptoli Road 54.65 200 11.40 HDD 254 Sadarghat Gaptoli Road 55.62 200 11.40 HDD 255 Sadarghat Gaptoli Road 10.64 315 11.40 HDD 256 Sadarghat Gaptoli Road 56.59 250 11.10 HDD 257 Hazi Ballu Road 57.24 200 3.20 OC 258 Sadarghat Gaptoli Road 59.96 200 10.79 HDD 259 Water Works Road Part-2 68.16 200 7.70 HDD 260 Water Works Road Part-2 66.57 200 7.70 HDD 261 Kamal Bag Road 73.15 200 5.50 HDD 114

Length of Proposed Dia of Pipe Road Open cut/trenchless Sl. No. Road Name work along the road be laid Width Pipelaying (m) (mm) (m) 262 Showari Ghat Road 83.48 200 7.40 HDD 263 Midford Hospital Road Lane-2 82.07 200 7.10 HDD 264 Kamal Bag Road Lane-3 100.06 250 6.70 HDD 265 Rahmat Gonj Play Ground Road 110.14 200 4.00 OC 266 Sadarghat Gaptoli Road 0.96 315 11.40 HDD 267 Showari Ghat Road 64.11 200 5.20 HDD 268 Sadarghat Gaptoli Road 77.86 200 7.80 HDD 269 Sadarghat Gaptoli Road 90.06 200 7.80 HDD 270 Showari Ghat Road 47.69 250 7.80 HDD 271 Sadarghat Gaptoli Road 25.64 200 9.30 HDD 272 Sadarghat Gaptoli Road 82.98 250 11.10 HDD 273 Rahmat Gonj Pump Road Lane-4 1.72 200 1.60 OC 274 Hazi Ballu Road 5.49 160 3.80 OC 275 Nolgola Imamgonj Road 7.64 160 3.00 OC 276 Choto Katara Road 15.64 200 3.60 OC 277 Sadarghat Gaptoli Road 5.51 315 9.30 HDD 278 Rahmat Gonj Pump Road Lane-4 15.81 200 1.60 OC 279 Nolgola Imamgonj Road 16.01 160 3.00 OC 280 Jadob Narayan Dash Lane 16.11 200 4.30 OC 281 Hazi Ballu Road 19.20 160 6.90 HDD 282 Jadob Narayan Dash Lane 19.38 160 2.80 OC 283 Rahmat Gonj Pump Road Lane-4 22.22 200 1.60 OC 284 Debidash Ghat Road 21.02 110 7.70 HDD 285 Rahmat Gonj Pump Road Lane-4 22.45 200 3.90 OC 286 Water Works Road Part-1 49.12 160 9.10 HDD 287 Choto Katara Road 52.43 200 4.10 OC

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APPENDIX 6: 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 Age * Female 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 7: 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 N.A. N.A. specified in RP 5 Payment of compensation, allowances, and assistance (no. of APs) N.A. N.A. 6 Additional assistance for vulnerable households given (no. of vulnerable N.A. N.A. APs) 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 N.A. N.A. No. of grievances registered No. of grievances redressed Outstanding complaints Disclosure of Grievance redress statistics 12 Consultation, participation, and disclosure as per plan N.A. N.A. C. Monitoring 1 Survey on socioeconomic status of APs (including vulnerable APs) N.A. N.A. completed and compared with baseline survey results 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, N.A. N.A. welfare, sanitation, and working conditions by contractors 2 Equal pay for equal work for men and women N.A. N.A.

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APPENDIX 8: GAZETTE ON MINIMUM WAGE IN GARMENTS SECTOR ISSUED BY BANGLADESH GOVERNMENT

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Translation of the gazette:

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APPENDIX 9: 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. 31 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%, 32 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; 33 and (ii) coping with disaster and adapting to climate change and safeguard environment in the National Strategy for Water Supply and Sanitation. 34 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 resettlement plan 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 14 vendors/households with the total population of 58 persons (HH members) will be affected temporarily

31 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. 32 Physical losses in thirty commissioned DMAs range from 1.58% to 14.06% (DWASA estimates) 33 Government of Bangladesh, Planning Commission, Ministry of Planning. 2015. Seventh Five-Year Plan: FY2016- FY2020. Dhaka. 34 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 126 from the government land or public RoW that they are currently using for their livelihood activities. Average daily income of the affected persons is BDT 535.

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 57673 (USD 680.11) for compensation of lost income.

The eligible affected persons for this project are: any affected persons who will lose livelihood income temporary from any income generating activity affected by the project.

Institutional Arrangement. Dhaka WASA has established, for the Project, a PMU headed by a project director (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-today 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 3rd batch of ICB 2.9 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 127 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 : Name Designation : Designation

DWSNIP Safeguards Implementation Unit DWSNIP Project Management Unit Telephone No: Telephone No:

E-mail: E-mail:

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