THE NATURAL DISASTER RISK MANAGEMENT PROJECT, WB4RESETTLEMENT ACTION PLAN (RAP)SAFE HABOUR FOR FISHING BOAT AND MY A SEAGATE SUBPROJECT

RP299 V8 QUANG NGAI PROVINCE PEOPLE’S COMMITTEE -THE NATURAL DISASTER RISK MANAGEMENT PROJECT, WB4 RESETTLEMENT ACTION PLAN (RAP) SAFE HABOUR FOR FISHING BOAT AND MY A SEAGATE SUBPROJECT Investor: Quang Ngai Provincial Department of Fishery Location: My A Seagate, Pho Quang commune, Duc Pho district, Quang Ngai province - - - - - Quang Ngai, 2008 - - - - - TABLE OF CONTENT ABBREVIATIONS Definition of Terms 14 Vulnerable Groups Vulnerable groups are distinct groups of people who might suffer disproportionately from resettlement effects, including the poor landless and semi-landless, female-headed, elderly and disabled households No ethnic minority households were found to be adversely affected by this Project, or any subcomponents thereof I PROJECT INTRODUCTION Table I List of Work Categories II LAND ACQUISITION AND RESETTLEMENT SCALE .7 Table II.5.1: Sumary on subproject’s impacts 10 Table II.5.2: Area of acquired land 10 III SOCIO-ECONOMIC INFORMATION .11 IV COMPENSATION POLICY 12 IV.1 Objectives for Resettlement: 12 IV.2 World Bank Policy on Involuntary Resettlement: 12 IV.3 The resettlement policy of Vietnam Government: 13 IV.4 Right and entitlement of the affected households: 15 IV.5 Compensation Policy for permanent loss of Agricultural Land .16 IV.6 Compensation policy for residential land and/or the loss of business land 16 IV.7 Compensation policy for the loss of structures 16 IV.8 Compensation policy for the loss of trees, standing crops and damaged livestock 17 IV.9 Rehabilitation allowance 17 V RESETTLEMENT RELATED ISSUES 17 VI PUBLIC PARTICIPATION, CONSULTATION, AND GRIEVANCE MECHANISMS 17 VI.1 Objectives of Public Information and Consultation: 17 VI.2 Consultation During SubProject’s preparation .18 VI.3 Community Consultation During Implementation: .18 VII IMPLEMENTATION ARRANGEMENTS 20 VIII EXPENDITURE AND BUDGET .22 VIII.1 Fund allocation mechanism : .22 VIII.2 Compensation price unit : 23 Table VIII.3 Compensation and allowances 23 IX IMPLEMENTATION SCHEDULE .24 Table IX.2: Implementation schedule 24 X MONITORING AND EVALUATION 25 X.1 Objectives of monitoring 25 Staff for internal monitoring .25 X.3 Independent monitoring 26 Objectives of external monitoring 26 Replacement cost survey 27 2 ABBREVIATIONS PPAPs PM LUE PC RPAP PPMU CPO CPMO Project affected persons Project Management Land use entitlement People’s Committee Resettlement Action Plan Provincial Project Management Unit Central Project Office Central Project Management Office 3 Definition of Terms Affected Persons (PAPs) An PAP is any person or persons, household, a firm or private institution, who, as of the cut-off date of the Project, or any of its subcomponents or parts thereof, would have their: (i) Right, title or interest in any house, land (including residential, commercial, agricultural, forest and grazing land) or any other fixed or moveable asset acquired or possessed or otherwise adversely affected, in full or in part, permanently or temporarily; and/or, (ii) Business, occupation, work, place of residence or habitat adversely affected, with or without displacement; and/or, (iii) Standard of living adversely affected Compensation Compensation means payment in cash or in kind to replace losses caused by the Project of land, housing, income and other assets Cut-off Date The date that the subproject census is completed during resettlement plan preparation, and the DMS is done once the detailed design of that subproject is completed The cut-off date of eligibility for entitlement is the 22 May 2008, the date of DMS completion Eligibility Any person (s) who, at the new cut-off date, was located within the affected area of the drainage and flood protection, wastewater and public sanitation, and solid waste components or subprojects parts thereof, and would have their (i) standard of living adversely affected; (ii) right, title, or interest in any house, land (including residential, agricultural, forest, and grazing land) or any other fixed or moveable asset acquired or possessed or otherwise adversely affected, in full or in part, permanently or temporarily; or (ii) business, occupation, work, place of residence or habitat adversely affected, with or without displacement Land acquisition The process whereby a person is compelled by a public agency to alienate all or part of the land that is owned or possessed, to the ownership and possession of that agency, for public purpose in return for compensation Monitoring Monitoring means the process of regularly measuring the progress in effectively completing project activities and in achieving the goal and objectives of the project Rehabilitation Rehabilitation is the process of restoring income earning capacity, production levels, living standards, and social networks in the long-term Rehabilitation measures are provided in the entitlement matrix as an integral part of the entitlements Relocation Relocation is the physical movement of an PAP from the pre-Project place of residence or business to a new location May include rebuilding housing assets, including productive land and public infrastructure in another location Replacement Cost Replacement cost means market value, or its nearest equivalent, plus any transaction costs such as administrative charges, registration and titling costs Replacement cost for agricultural land will be based on its productive 4 potential and/or on its current market value Replacement cost of houses and structures will be based on current fair market price of new building materials and labor without depreciation or deductions for salvaged building material Replacement cost for residential land, crops, trees and other commodities will be at the current market value of these assets This will ensure that the PAPs are able to reconstruct houses and other structures of better or at least the same quality as before In the absence of land markets, the PPC will establish a compensation structure that enables PAPs to restore their livelihoods to levels equivalent to or better than those maintained at the time of land acquisition and/or resettlement 10 Resettlement Effects Resettlement effects mean all negative situations directly caused by the Project/subproject, including loss of land, property, income generation opportunity, and cultural assets 11 Resettlement Plan An action plan that is time-bound with a budget setting out resettlement strategy, objectives, entitlements, actions, responsibilities, monitoring and evaluation 12 Severely Affected Person (s) For this Project, severely affected person is defined as a person who will (i) lose more than 20% of total agricultural or commercial landholding; (ii) be physically displaced, or lose more than 50% of their main residential and/or commercial structure, or whose houses or structures are considered unstable or unviable, and/or (iii) lose more than 20% of their total income sources due to the Project 13 Significant Resettlement Effects Resettlement effect is significant for each subproject when 200 or more persons will experience major impacts “Major” impacts being physical displacement from housing and/or loss of more than 20% of the households’ productive (income-generating) assets 14 Vulnerable Groups Vulnerable groups are distinct groups of people who might suffer disproportionately from resettlement effects, including the poor landless and semilandless, female-headed, elderly and disabled households No ethnic minority households were found to be adversely affected by this Project, or any subcomponents thereof 5 I PROJECT INTRODUCTION In several recent decades, the My A Seagate has been seriously sediment, even be completely sediment in some years which makes fishing boats with capacity of over 33CV unable to enter or park at the harbor In case where there are storms, the fishing boats of the local fishermen have to be driven to Tam Quan Seagate of Binh Dinh province to park or take refuge During the way running away from storms, there are usually pitiful damages of lives and assets of these fishermen My A Seagate is also the flood drain area of the Thoa River, Truong River and Tra Cau River Since My A Seagate is often be sediment, the downstream of these rivers are always flooding In the main agricultural production season, if there is only one early flood or there are some soakers, the whole downstream of these rivers will be long-time flooded, leading to the serious damages and losses of the agricultural production, infrastructure works and even lives of local people The salt-water area of My A Seagate has been invested in raising shrimps for ten recent years The rising waters-surface of this area is hundreds of hectares in area In the first period, the raising shrimps capacity of this area was highest in Quang Ngai province However, in the last five years, because wastewater has been unable to discharge to the sea and the salt water has not been made up by the sea, shrimp epidemic diseases often occur, many families raising shrimps fell in to bankrupt The investment in building My A Safe harbor will ensure the comfortable and safe entrance, exit and parking in any situations for fishing boats ; ensure the flood relief of the basins of Thoa river, Truong river and Tra Cau river; reduce negative influence of flood to the local lives; provide salt water and discharge sewage from aquaculture in My A Seagate ; create good conditions for soon establishment of the provincial fishery center so that contributing to push up the regional socio-economic development Name of subproject: Safe harbor for fishing boats and My A Seagate Works level : Water Navigation Works level IV ; Investor : Quang Ngai Provincial Department of Fishery; Location : the safe harbor for fishing boats and My A Seagate are located at My A seagate, Duc Pho district, Quang Ngai province My A seagate is located at the downstream area of Thoa river, Truong river and Tra Cau river, about 4.5km far from national way No 1A and 40km far from Quang Ngai city The East of the safe harbor is next to the fairway, the West is next to the aquacultural area, the South is next to Thoa river and the North is next to the residential area Investment objective: building up a safe parking place from storms for fishing boats and vehicle of the local and contiguous areas in the way to settle about 400 boats with maximum capacity of 400CV The safe parking place will be built with full infrastructure of electricity, water and communication in order to meet the demand to secure safe for parking boats as well as to be ready with necessary conditions to extend the project in the following stages so that complementarily build logistics service works, commercial harbour to develop socio-economy of Duc Pho District and serve for the general development demand of Quang Ngai province The safe parking place from storms will be equipped with modern radio communication system in order to inform storms and contact with fishing boats owners and vehicles being off-shore to timely come back Moreover, the work will contribute to release flood and reduce damages and losses for traffic works, agricultural production areas and aquacultural ponds and lakes at upstream of My A 6 Seagate ; clear way for My A Seagate will help quickly release flood from basins of Thoa river, Truong river and Tra Cau river ; reduce damages and losses caused by rains and storms for the residential community living in the basins of these rivers List of works categories: based on the planning of selected site, the basic designs of works will be implemented to select the design plan for the works with optimal construction satisfying main functions, strength resistance and stability demands of the works The basic design plan must also satisfy the economic target of most effective investment rate, ensure environmental and social requirements Table I List of Work Categories No Categories Scale I Breakwater and sand dike Northern bank L = 400,7m Southern bank L = 100m Bank preventing sand L = 375m and flood II Parking harbor, entrance channels Parking line No 44 anchor pillars/220 boats Parking area No 32 anchor pillars / 140 boats Dredge the parking Bottom water area level -3,90 Dredge channels Bottom water level -4,00 Signal floating buoy III Function Shield from main waves and sand Shield from waves and sand Stop sand and flood from Thoa river Anchor next to the bank, engine capacity≤ 150CV Anchor outside water, engine capacity to 400CV give signal, lead the channels to the parking harbor Fishery port Quay pier 400CV BxL = 10,5x60m Entrance way to B = 7m; L = 99m fishery port II LAND ACQUISITION AND RESETTLEMENT SCALE II.1 Breakwater and sand dyke: a Northern Bank: 7 The area for building the northern dyke is located at the position with fairly even bottom and natural water level of the area changes from +4,00m to -4,00m The main functions of the bank are stopping waves, major from the northeastern direction, entering the river gate area The area protected by the breakwater is the leading channel to My A seagate (Thoa river) The breakwater prevents the river gate from being raised the level of silt transported along the bank from the northern direction with the annual volume of 300.000m3 10 Main parameters: + Dyke crest level: + Dyke surface level: +6,00m (at wave mould) +5,00m + Dyke surface width: +4,00m + Dyke length: 400,7m + Slope of roof towards the sea: 1:1,5 + Slope of roof towards the channel: 1:1,5 b Southern dyke: 11 The main functions of the bank are stopping additional waves entering from the river gate area, protect the river gate from being raised the level of silt transported along the bank from the southern direction with the annual volume of 200.000m3 12 Main parameters: + Dyke crest level: + Dyke surface level: +6,00m (at wave mould) +5,00m + Dyke surface width: +5,00m + Dyke length: 100m + Slope of roof towards the sea: 1:1,5 + Slope of roof towards the channel: 1:1,5 c Bank preventing sand and flood: 13 Main functions: prevent the parking harbour from sand entering from Thoa river and stop flood from Thoa river 14 Main parameters: + Dyke altitude level: +3,20m + Dyke surface width: +5,00m + Dyke length: 375m + Slope of wing directed the river: 1:1,5 + Slope of wing directed the harbour: 1:1,5 II.2 Parking harbor, entrance channels: a Parking line No 1: 15 The parking line No is composed by 44 anchor pillars next to the bank which are placed 18m apart Each anchor pillar can be parked by boats with maximum capacity of 8 150CV Each anchor pillar has base plate with the grillage construction of Ferro concrete M300 resting on 01 concrete pillar of D500, the designed pillar length is 21m, anchor flange 10T is made of stainless steel resting on the anchor pillar surface at the water level of +3,50m b Parking area No 2: 16 The parking area No is composed by 32 anchor pillars which are placed 35x28m apart Each pair of anchor pillars can be parked by or boats with maximum capacity of 400CV Each anchor pillar has base plate with the grillage construction of Ferro concrete M300 resting on 03 concrete pillars of D500, the designed pillar length is 21m, anchor flange 20T is made of stainless steel resting on the anchor pillar surface at the water level of +3,50m c Entrance channel: 17 The channel area is marked by 03 light buoy of P1 to P3 with diameter D = 1,3m At the beginning of the breakwaters, there are signal lamp posts Main parameters: - Channel width: B = 40m - Channel bottom level: -4,0m - Slope roof for channel dredging: m=5 II.3 Fishery port: 18 Fishery port includes two categories: Pier 400CV and entrance way to the port The pier is created by three ferro concrete gravitational tanks M300 poured at site with size BxLxH=10x19,95x6,5m Main parameters: - Port surface level: +3,00 m - Port bottom level: -3,90 m - Port width: 10,0 m - Port length: 60,0 m II.4 Measures to minimise resettlement: 19 During the project preparation and design, the measures to minimize adverse effects were pointed out as follows: (i) Road serves the works construction is water navigation line to minimize land acquisition (ii) Choose spare land to set up site huts and tents to not affect to the houses and assets of the local people 9 (iii) The bidder should set up reasonable constructing plan to shorten construction progress and minimize the land using time The investor and the consultant have to thoroughly check the construction documents before accepting them (iv) The investor and the consultant must strictly control the construction of the bidder in conformity with the agreed plan (v) The investor has to propagandize the local people about the project scale, construction progress, project effects before implementing compensation 20 In case where land acquisition or influences to the local people’s assets are inevitable, it is necessary to inventory and compensate in accordance with resettlement Policy Frame of the project and related policies and laws of Vietnam II.5 Impact scope of the subproject : 21 The subproject will adversely affect 12 households, of which 11 households will be acquired aquacultural land with total area of 32,227m2 and the remaining household will be acquired commercial land using for shipbuilding and maintaining site with an area of 4,084m2 None of these households is relocated in other places but 11 households are considered as seriously affected because they are recovered more than 20% of farm land (Table II.5.1) Besides, the project also acquires the public land of 324,830m2 including traffic land, water surface land, unused hilly land, river and wild and waste land (Table II.5.2) There is no temporary land acquisition in this subproject The detail inventory is carried out in order to list out the actual affected assets and collect the socio-economic information of the affected households to be the legal calculation basis for compensation and recovery for the affected people’s lives Table II.5.1: Sumary on subproject’s impacts Subproject My A Number of seriously affected Number of lightly households affected households Tot Loss Loss loss Loss 50% works >20% land farm st/ house hop farm tenure land plants land 12 Source: PPMU and DRC 11 0 Total of affected households Number Number of of household person s 12 58 Table II.5.2: Area of acquired land - land tenure - aqua cultural land 32,227 m2 - traffic land 3,946 m2 - Workshop and business land 4,084 m2 230,538 m2 227 m2 - river and stream land 67,656 m2 - wasteland 18,379 m2 - water surface land - unused hilly land 10 10 15 Frame suppot fans pair 50 Inox fan to create air unit 50 22 Pump spindle to create oxygen m 20 22 Steel pipe m 30 49 Plastic can unit 45 30 Electrict system Inox tent ht 1, unit 18 Đặng Thị Tiên Quantity of land excavation m3 4016.6 28 Sand covers under bottom of pond m3 399 28 Nylon canvas covers bottom of pond m2 1993 Concrete bridge covers slope m2 395 94 Protection nets m2 276 4, Sand basement of machine m3 6.48 28 Platform of machine m3 9.85 42 Buffer of machine m3 28 Concrete basement of culvert m3 1.43 55 Concrete bodyt of culvert m3 0.62 55 Wooden frame to protect water m3 0.16 3, Temporary house m2 42.56 81 Siment floor m2 34.16 81 Eaves m2 18.24 18 Stone embankment m3 2.58 42 Machine made in China unit 3, Fan unit 18 Gear-box made in Thai Nguyen unit 1, Water pump d165mm made in VN unit 1, Motor D 20 made in China unit 54 37 37 1, Motor D 20 made in China unit 54 89 Water pipe D165mm m 180 PVC pipe D27mm m 50 4, unit 1, Rubber pipe d150mm made in VN m 15 PVC pipe d49mm made in VN m 530 11 50 Wate rmetter Frame suppot fans pair Steel pipe m 36 49 Pump spindle to create oxygen m 22 Plastic can unit 40 30 Inox fan to create air unit 20 22 Fan made in Taiwan unit 15 12 Luøa inox unit 80 Inox tent unit 18 Inox tent unit 18 Head of plastic pin 150mm unit 90 Vợt inox dài 8m (tương đương nhá inox) unit 18 Drill wells unit 63 Bamboo wattle 110 10 Bamboo stake 2,5m long m2 stak e Wooden Frame for machine unit 15 Electrict system ht 1, Quantity of land excavation m3 3653 28 Sand covers under bottom of pond m3 412 28 Nylon canvas covers bottom of pond m2 2058 Concrete bridge covers slope m2 382.84 94 Bamboo wattle m2 stak e 65 10 50 6, 50 8, Trần Sĩ Phẩm Bamboo stake 2m 38 38 1, Protection nets m2 550 4, Stone platform of machine m3 42 Buffer of machine m3 21.6 28 Excavation of sluice m3 6.23 28 Earth fill m3 4.15 28 Concrete culvert m3 0.44 55 Concrete peak wall m3 1.01 55 Concrete peak wall m3 0.51 55 Wooden frame to protect water m3 0.16 3, Temporary house 4B m2 22.95 1, Eaves m2 16.5 Water pump made in China unit 5, Machine made in China unit 3, Water pump D150mm unit 1, Fan unit 18 Gear-box made in Thai Nguyen unit 1, Wooden Frame for machine unit 15 Pump spindle to create oxygen m 22 Steel pipe m 40 49 15 Frame suppot fans pair 50 Inox fan to create air unit 10 22 Fan made in Taiwan unit 18 12 Plastic can unit 30 30 Motor D 20 made in China unit 54 Drill wells unit 63 Water pipe D114mm m 120 60 Plastic pipe D114 m 35 60 Taiwan plastic pipe d168mm m 89 Taiwan plastic pipe d168mm m 89 39 39 Inox tent unit 18 50 Taiwan plastic pipe d60mm m 20 Electrict system ht 1, Đầu pin inox ÑK 150mm unit 1, Head of plastic pin 150mm unit 90 Shrimp nets unit 50 Quantity of land excavation m3 3482 28 Sand covers under bottom of pond m3 396.5 28 Nylon canvas covers bottom of pond m2 1982.8 1, Nylon canvas covers banks of pond m2 776.3 2, Bamboo wattle m2 80 Protection nets m2 250 4, Platform of machine m3 5.25 42 Buffer of machine m3 6.75 28 Excavation of sluice m3 6.23 28 Earth fill m3 4.15 28 Concrete culvert m3 0.44 55 Concrete basement of wall m3 1.01 55 Concrete top of wall m3 0.51 55 Wooden frame to protect water m3 0.16 3, Temporary house m2 22.95 81 Stone Basement m3 5.38 42 Machine made in China unit 3, Maùy D8 bơm nước unit 2, Wooden Frame for machine unit 15 Gear-box made in Thai Nguyen unit 1, Fan unit 18 Water pump D150mm unit 1, Ngơ Tiến Dũng 40 40 10 Đầu bơm ÑK 120 Vieät Nam unit 97 Water pipe D114mm m 60 60 Plastic pipe d80mm m 20 60 Steel pipe m 27 49 Frame suppot fans pair 50 Fan made in Taiwan unit 16 12 Drill wells unit 63 Plastic can unit 32 30 Máy nén khí sục khí đáy Nhật Bản unit 1, ng nhựa đ/kính 21mm nhựa Việt Nam 200 3, Bamboo stake 2m m stak e 50 6, Đầu pin nhựa ĐK 168mm (giá vận dụng) unit 90 Inox fan to create air unit 22 Luøa inox unit 80 Electrict system ht 1, Quantity of land excavation m3 8378 28 Sand covers under bottom of pond m3 941 28 Nylon canvas covers bottom of pond m2 4076 1, Nylon canvas covers banks of pond m2 1184 2, Bamboo wattle m2 416 10 Concrete bridge covers slope m2 211.2 94 Bờ kè xây đá hộc vữa XM m3 8.8 32 Protection nets m2 290 4, Platform of machine m3 42 Buffer of machine Trụ bêtông sạn 1x2 dài 1,5m, rộng 12x12cm (giá vận dụng) m3 28 m3 0.32 55 m 40 49 unit 36 12 Phạm Đồng Steel pipe Fan made in Taiwan 41 41 Frame suppot fans pair 50 Plastic can unit 44 30 Oáng nhựa ĐK 60mm nhựa Việt Nam (sục khí đáy) m 80 13 ng nhựa đ/kính 21mm nhựa Việt Nam m 960 ng nhựa gân ĐK 100mm (ống gân ruột gà) m 70 unit 41 320 13 Giếng nước ĐK 49mm sâu 14m Đường ống nước ĐK 60mm, nhựa Việt Nam m 3, Drill wells unit 63 Excavation of sluice m3 4.65 28 Stone basement of sluice m3 1.88 32 Thân cống xây đá hộc m3 1.2 32 Wooden frame to protect water m3 0.156 3, Temporary house 4B m2 18 1, Bờ kè xây đá cheõ m3 42 Machine made in China unit 3, Máy bơn nước F10 Nhật Bản unit 2, Fan unit 18 Water pump D150mm unit 1, Đầu bơm ĐK 120 Việt Nam unit 97 Wooden Frame for machine unit 15 Gear-box made in Thai Nguyen unit 1, Lắp inox ĐK 34mm (tạm tính) m 10 50 Taiwan Plastic pipe d60mm m 40 50 Taiwan plastic pipe d168mm m 740 89 Head of plastic pin 150mm unit 90 Quantity of land excavation m3 3636.6 28 Sand covers under bottom of pond m3 417.4 28 Nylon canvas covers bottom of pond m2 2087 1, Võ Đình Thu 42 42 Nylon canvas covers banks of pond m2 792 Bamboo wattle m2 64 10 Bờ kè xây đá hộc vữa XM m3 0.72 32 Protection nets m2 250 4, Buffer of machine m3 8.57 28 Bêtông móng cống (giá vận dụng) m3 1.39 55 Bêtông thân cống (giá vận dụng) m3 0.56 55 Excavation of sluice m3 4.56 28 Earth fill m3 3.04 28 Wooden frame to protect water m3 0.13 3, Khung lưới chắn cửa cống (tạm tính) m2 10 Nhà (tạm tính 4B) m2 13.5 95 Nhà (tạm tính cấp 4C) m2 6.32 81 Machine made in China unit 3, Motor D 20 made in China unit 54 Ñaàu pin inox ÑK 150mm unit 1, Water pump D150mm unit 1, Máy nổ D22 Đông Phong Trung Quoác unit 4, Machine made in China unit 3, Gear-box made in Thai Nguyen unit 1, Fan unit 18 Wooden Frame for machine unit 15 m 30 49 Fan made in Taiwan unit 22 12 Inox fan to create air unit 22 Frame suppot fans pair 50 Plastic can unit 24 30 Cac đan (tạm tính) unit 30 20 89 Steel pipe Taiwan plastic pipe d168mm 43 m 43 2, Taiwan plastic pipe d 114mm m 72 60 Rubber pipe d150mm made in VN m 15 PVC pipe d49mm made in VN m 580 11 Giếng nước sâu 8m, ĐK 49mm unit 20 Drill wells unit 10 63 Electrict system ht 1, Quantity of land excavation m3 5148.4 28 Sand covers under bottom of pond m3 571 28 Nylon canvas covers bottom of pond m2 3228.6 1, Nylon canvas covers banks of pond m2 1142 2, Bamboo wattle m2 342 10 Concrete bridge covers slope m2 175 94 Protection nets m2 stak e 350 4, 180 6, m2 13.34 95 Eaves m2 4.93 18 Stone Basement m3 3.7 42 Platform of machine m3 42 Machine made in China unit 3, Motor D 20 made in China unit 54 Đầu pin nhôm ĐK 120mm (giá vận duïng) unit 97 Head of plastic pin 150mm unit 90 Đầu pin inox ĐK 168mm unit 1, Đầu hút bùn xiphông inox (giá vận dụng) unit 2, Fan unit 18 Water pump D150mm unit 1, Wooden Frame for machine unit 15 Machine made in China unit 3, Lê Văn Cường Bamboo stake 2m Nhà chính: Móng đá, tường gỗ dày 2cm, XM, cửa tole, cấp 4B 44 44 Gear-box made in Thai Nguyen unit 1, Fan unit 18 Wooden Frame for machine unit 15 60 49 Steel pipe m Fan made in Taiwan unit 12 Inox fan to create air unit 18 22 Frame suppot fans pair 50 Canh nhựa 30 lít làm phao đỡ unit 36 30 Platform of machine m3 1.8 42 Stone basement of sluice m3 3.3 32 Thân cống xây đá hoäc m3 2.2 32 Wooden frame to protect water m3 0.26 3, Buffer of machine m3 12.4 28 Taiwan plastic pipe d168mm m 25 89 Taiwan plastic pipe d168mm m 40 89 ng nhựa tròn ĐK 60 nhựa Việt Nam m 40 13 ng nhựa tròn đen Việt Nam ĐK 150mm (tạm tính) m 10 50 unit 63 Electrict system ht 1, Quantity of land excavation m3 3895 28 Sand covers under bottom of pond m3 441 28 Nylon canvas covers bottom of pond m2 2204 1, Nylon canvas covers banks of pond m2 855 2, Bamboo wattle m2 50 Protection nets m2 500 4, Stone platform of machine m3 3.2 42 Buffer of machine m3 3.3 28 Bệ máy bao cát m3 12.96 28 Drill wells Mai văn Kiểm 10 45 45 10 Bờ kè xây đá chẽ m3 6.3 42 Excavation of sluice m3 6.2 28 Earth fill m3 4.15 28 Concrete culvert m3 caâ y 0.43 55 m3 Wooden frame to protect water Bê tông móng tường đầu, tường cánh (giá vận dụng) m3 0.164 m3 0.5 55 Bao cát gia cố bờ hồ m3 10 28 Nhà cấp 4B m2 22.95 95 Eaves m2 5.4 18 Máy bơm nước 18CV Đông Phong TQ unit 4, Máy nổ D22 Đông Phong Trung Quoác unit 4, Machine made in China unit 3, Máy nổ sục khí F10 Zanma (giá vận duïng) unit 5, Motor D 20 made in China unit 54 Fan unit 18 Wooden Frame for machine unit 15 Gear-box made in Thai Nguyen Đầu bơm ĐK 165mm Thái Nguyên (giá vận dụng) unit 1, unit 1, Bơm hút bùn ĐK 100mm unit 75 Đầu pin nhôm ĐK 120mm (tương đương đầu pin nhựa DK 150mm) unit 90 Đầu pin inox ĐK 150mm unit 1, Bamboo stake 2m Bê tông tường đầu, tường cánh (giá vận dụng) Rubber pipe d150mm made in VN 6, 55 3, 10 15 unit 50 Plastic pipe d80mm m 60 Taiwan Plastic pipe d60mm m 50 50 VN Plastic pipe d160mm m 10 70 Taiwan plastic pipe d168mm VN Plastic pipe d21mm m m 200 89 Shrimp nets 46 m 50 46 3, Frame suppot fans pair 50 Steel pipe m 30 49 Pump spindle to create oxygen m 22 Plastic can unit 30 30 Inox fan to create air unit 20 22 Fan made in Taiwan unit 12 Drill wells unit 63 m 89 55 Taiwan plastic pipe d168mm Concrete bridge m3 0.3 Electrict system ht Quantity of land excavation m3 2992 28 Sand covers under bottom of pond m3 392 28 Nylon canvas covers bottom of pond m2 1962 1, Nylon canvas covers banks of pond m2 716 2, Bamboo wattle m2 290 10 Stone platform of machine m3 3.6 42 Protection nets m2 200 4, Concrete bim m3 0.125 55 Sand to protect erosion m3 95 28 Concrete culvert m3 0.8 55 Wooden frame to protect water m3 0.192 Concrete basement m3 1.42 55 Concrete basement m3 0.72 55 Temporary house 4C m2 11.18 81 Eaves m2 4.93 18 Stone Basement m3 3.9 42 Machine made in China unit 1, Nguyễn Cư 11 47 47 3, 3, Inox Xiphong of Pump unit 2, Wooden Frame for machine unit 15 Machine made in China unit 3, Zanma F10E made in Japan unit 2, Inox fan to create air unit 30 Copressor made in Japan unit 1, Gear-box made in Thai Nguyen unit 1, Fan unit 18 22 Steel pipe m 24 49 Pump spindle to create oxygen m 22 Pump spindle to create oxygen m 10.2 22 Frame suppot fans pair 50 Plastic can unit 30 30 Taiwan plastic pipe d168mm m 28 89 Taiwan plastic pipe d 114mm m 32 60 VN plastic pipe d 60mm m 48 13 VN plastic pipe d 21mm m 480 3, VN plastic pipe d 21mm m 50 3, Rubber pipe d150mm made in VN m 4.2 15 unit 63 Electrict system ht 1, VN plastic pipe d 200mm m 70 Drill wells Total BREAKDOWN OF SUPPORT FOR AFFECTED STRUCTURE Structures Unit Quantity Pr m2 93.94 1, Thái Văn Thi Temporary house 48 48 Temporary house m2 32.94 81 Temporary house m2 61.74 81 Eaves m2 18 18 Eaves m2 20.8 18 Eaves 12 18 Bambooø stake 25 stake/m x 100m, 3m long m2 stak e 2500 9, Stone lining m3 236.8 22 Concrete under rail tract m3 48.48 55 Concrete body ( M150 đá 4x6) m3 12.64 39 Railtract P43 Bulông + nẹp bulông (7 unit/10m) (hỗ trợ tháo dỡ) m 404 25 unit 566 10 Wood of low quality m3 10 Concreret pier m3 59.57 55 45 25 m3 caâ y 1.19 55 11 56 m2 120 20 Mashine DT75 unit 6, Capstan, cable ht 5, Bridge pier m3 0.96 32 Comcrete bim m3 0.35 55 Concrete surface of bridge m3 0.63 55 Lining bottom of canal by stone m3 12.99 22 Stone banks of canal m3 22.92 22 Concrete culvert body m3 14.75 55 Concrete culvert m3 7.3 55 Concrete culvert head m3 3.72 55 Concrete wall m3 1.79 55 Earth fill Electrict system m3 ht 7455.3 28 Railtract P43 m Concrete basement Electrict pillar 5m high Barbwire fence and concrete pillar (1,2m high, daøi 100m long) 49 49 2, 1, Support of 20% Notes: According to the Contract signed between the HH and DPC, no compensation is applied assets because the HH uses land of DPC Table – Breakdown of Allowances BREAKDOWN OF ALLOWANCES Subsistant allowance N o PAP's name Acquired more than 20%of agri Land Pers on Price Vocational training Busines s T.tieàn Agri Land acquisition Area Price (VND/m2 Amoun Trần Anh Dũng Nguyễn Thanh Hùng Đặng Quang Sứ Thái Văn Thi Đặng Thị Tiên Trần Sĩ Phẩm Ngô Tiến Dũng Phạm Đồng Võ Đình Thu Lê Văn Cường 10 Mai văn Kiểm 11 Nguyễn Cư 12 Total 1,080,000 5,400,000 2,526 10,000 25,260,0 1,080,000 2,160,000 3,113 10,000 25,000,0 1,080,000 8,640,000 4,300 10,000 43,000,0 2,000,000 1,080,000 4,320,000 2,675 10,000 25,000,0 1,080,000 4,320,000 2,370 10,000 23,700,0 1,080,000 5,400,000 2,287 10,000 22,870,0 1,080,000 7,560,000 5,188 10,000 35,000,0 1,080,000 8,640,000 2,399 10,000 23,990,0 1,080,000 7,560,000 3,229 10,000 32,290,0 1,080,000 3,240,000 2,518 10,000 25,180,0 1,080,000 5,400,000 62,640,00 2,000,000 1,952 32,55 10,000 19,520,0 58 300,810,0 Notes PAHs with less than persons will be supported for job training maximum amount of 25,000,0 50 50 PAHs with 5-7 persons will be supported for job training maximum amount of 35,000,000VND PAHs with persons or more will be supported for job training maximum amount of 45,000,00 51 51