· Web viewProtection with DR in the cabinet provided by other technical lots shall be at their charge. However, the Contractor awarded

NIGERIA – EUROPEAN UNION COOPERATION

REPUBLIC OF NIGERIA

MINISTRY OF BUDGET AND NATIONAL PLANNING

INTERNATIONAL COOPERATION DEPARTMENT

CONSTRUCTION OF BASIC RURAL INFRASTRUCTURES IN THE NINE NIGER DELTA

STATES OF NIGERIA

TENDER DOSSIER OPEN PROCEDURE

VOLUME 3

TECHNICAL SPECIFICATIONS

Publication reference: EuropeAid/135517/IH/WKS/NG

Financing: European Development Funds Financing agreement: N° NG/FED/022-910

June, 2015

VOLUME 3

TECHNICAL SPECIFICATIONS

GENERAL REQUIREMENTS

APPLICATION OF THE DESCRIPTION OF WORK

The term “Description of Work” implies unrestricted application of the regulations and standards in force in the Federal Republic of Nigeria, without the need to refer to these and with no possibility for their application to be dissociated from the plans and documents to which the contractual documents refer. The specifications of the “Description of Work” can be more specific on or complete the requirements of these documents, provided that such specifications are minimal prescriptions below which no derogation is acceptable, except for a clear stipulation that refers to the section to which the derogation applies. The special technical requirements and the Description of Works of the different lots and the location of the requirements provide a description that is as complete as possible of the works to be implemented, the goal being to allow the Contractor to interpret plans, specify the nature of materials to be used, and determine production and construction specifications. The technical requirements cannot be seen as providing a full and perfect description of the works and it should be stressed that the description provided is not limitative. The Contractor has to carry out, with no exception and no reservation, all the works of its trade, and shall have included in its contract not only the works and supply described in the documents but also those that may not have been captured in the description’s details while being necessary for full completion of the works under its trade, in accordance with the plans handed and good engineering practices.Similarly, the works planned for in the written and quantified documents of the contract and that do not appear in the plans are due by the Contractor and are deemed included in its price. Therefore, the Contractor may never argue that errors or omissions in the plans and the Description of Works exempt him from carrying out works of its trade or can be a cause for request an increase in the price. In addition, Contractors are regarded as: - Being fully aware of the geographical position of the location where the works are to be carried out; - Having visited the sites. Contractors in charge of each lot shall have to be fully aware of the Description of Works of the other trades to enable full coordination in their respective interventions, they have to know the exact limits of their supply in their own trade, and should report any omission that they may note as well as any possible detailed arrangement to be made to solve such omission.

SECTION 1:PRELIMINARY WORKS

GENERAL CONSIDERATIONS The Contractor awarded this lot shall be responsible for all preliminary works and any other necessary arrangements required to start the project. The works comprise construction services and construction elements under the trade that require supply and installation and include all unidentified requirements to obtain “complete” elements. The reference documents include: - The Technical Specification; - The present Description of Works; - The Plans and Drawings.

1.1 SITE WORKS

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The Contractor shall be responsible for preparing the site for setting out of the building and all the works as well as provide services necessary for all building trades and good site operation.The Contractor shall include in his bid all facilities to guarantee safety of the staff, visitors, materials and equipment stored on site, in accordance General terms and conditions of Contract.In addition and in consultation with the Supervisor, he shall establish and maintain throughout the project all collective safety mechanisms in accordance with safety and health regulations.He will also provide day and night security at site till the project is completed and handed over to client.The Contractor shall include in his bid the cost of undertaking technical studies and designs (plans, details, calculations) as well as the cost of lab tests (material samples etc.)The amount of each of the services shall be in a lump sum.

Clearing of undergrowth – preparation of the groundThe Contractor responsible for the clearing of undergrowth of the whole Site so as to eliminate all pushes back undesirable, as well as complete cleaning. He shall have to carry out clearing with the pruning of the trees or vestiges of trees located on Site including surplus cartage.The pits shall have to be filled in regular layers of 20 cm, compacted well with of the same ground quality than the embankments. No demolition of tree, cuts roots etc could not be carried out without the agreement of the Project supervisor.The preserved trees, threatened by operation of the building site, shall be protected by netting up to a height of 2.00m. The amount of the services is evaluated with the square meter of prepared ground.

Conveying equipment and material to/back from the building site Before commencement of the project, the Contractor shall provide a mobilization plan; specifying the location of Site Offices, perimeter Fence, storage areas, position of hoisting machines etc.He will be responsible for;- All cost related to transportation of equipment to the Site, positioning, operation and security of such

equipment.- Establishing signage and safety instructions; - Preparing the prefabrication areas and building warehouses, as needed; - Demobilizing at the end of the project all fixed and movable equipment of any nature that was

necessary to carry out the works, including any unidentified requirement to this end.- Regular cleaning of the building site, regardless of climate conditions, as well as full cleaning at the end

of the works. - Assistance to the Contracting Authority by benefiting community in the transfers of skills required to

implement required community contributions to the works; - Provide for the security of the supervisor’ representative during his missions on the sites

Fencing of the building site The Contractor shall erect a temporary fence at the frontage while waiting for the enclosure wall to be built, and shall ensure the protection of access for general safety concerns as well as noise nuisance.A visible sign boards stating “CLOSED TO THE PUBLIC” should be installed on the site.

Building site board The Contractor awarded this job shall ensure the erection of a sign board following the model given by the Project Supervisor. The board shall include in addition to the approval information of the project, the number and contact details of subcontractors involved in the project. The Contractor shall ensure the removal and taking away of sign board from site at the end of the project.

Site offices and sanitary unitThe Contractor awarded the present lot shall be responsible for setting up site offices. The offices will be located in the premises of the site, which should designate as follows; - 1 office for the Contractor; - 1 sanitary unit with sufficient capacity for the number of the site’s workers. The premises will be equipped with safety devices (locks, anti-theft, etc.) and supplied with water and power. The equipment in the offices will remain the Client’s property after completion and handing over.

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Temporary supplies to the site The Contactor awarded the job shall ensure the temporary connection to the site such services as water and power supply needed by the site as well as the withdrawal of these facilities at the end of the project. He shall also carry out all administrative procedure to obtain the services as well as bear the cost of consumption or subscription.

Construction files and as-built drawingsThe Contractor shall prepare all the shop and detail drawings needed for the implementation of the contract, namely reinforcement plans and calculation notes for reinforced concrete elements, as well as all the other documents and objects required by the contractual documents. The shop and detail drawings, the reinforcement plans, the calculation notes and any other document or object to be provided by the Contractor shall be submitted to the Project Supervisor’s approval, in three copies, fifteen (15) days before starting the construction of the concerned elements.The Contractor is bound to comply with an obligation of “completion or good performance” over the defects liability period. To this end, he has to submit to the Client’s Representative, at his own expense, the plans of the as-built elements within fifteen (15) days after provisional acceptance. The Contractor shall supply, within 15 day starting from the provisional acceptance, as-built plans of the works.

InsuranceThe Contractor shall subscribe to the following insurances, in accordance with the General Conditions: - Contract works’ insurance; - Site theft, water damages, and fire insurance. The insurance shall cover all financial consequences of the Contractor’s liabilities that may be incurred due to damages caused to others, including the Client’s Representative, as long as its liabilities may be tracked, even after leaving the site. The insurance shall cover all financial consequences of liability. In addition, the Contractor shall subscribe to an additional legal assistance insurance covering the Client’s Representative against any claim from third parties pursuant to actions and facts chargeable to the Contractor. The insurance shall remain valid until final acceptance of the works.

1.1.1 Building Site ConstructionThe Contractor shall be responsible for preparing the site for setting out of the building and all the works as well as provide services necessary for all building trades and good site operation.The Contractor shall include in his bid all facilities to guarantee safety of the staff, visitors, materials and equipment stored on site, in accordance General terms and conditions of Contract.In addition and in consultation with the Supervisor, he shall establish and maintain throughout the project all collective safety mechanisms in accordance with safety and health regulations.He will also provide day and night security at site till the project is completed and handed over to client.The Contractor shall include in his bid the cost of undertaking technical studies and designs (plans, details, calculations) as well as the cost of lab tests (material samples etc.)The amount of the services for the works as a whole is a lump sum. Concerns: all projects

1.1.2 Building Site Installation (Setting out of works)The Contractor awarded this job shall be responsible for laying out all the buildings to be constructed in accordance with the Project’s plans. A document showing all the layout coordinates will be submitted to the Project Supervisor for approval before beginning the works. All the layout and setting out works shall go through an acceptance process. The Contractor shall set out buildings, roadway system, parking, buried technical networks, as well as the related civil engineering structures.


Prior to the works’ start, a document indicating all layout dimensions including levels will be submitted to the Project Supervisor for approval. All layouts and construction set-out works shall be subject to acceptance. The amount of the performances is evaluated on a time and materials basis for the works as a whole. The amount of the services for the works as a whole is a lump sum. Concerns: All projects

1.2 SITE PREPARATIONS (Not Applicable under this contract)1.2.1 Demolition of Existing BuildingsAll demolition works are to be provided for, including transporting rubbles to public landfills, the structures identified on the plans or defined by location in the descriptions. The elements as a whole shall be designed and carried out in compliance with the regulations in force. The demolition actions shall have no impact on the operation of the existing structures and networks to be kept. The Contractor is supposed to be fully aware of the plans and the location of conduits (water, electricity, etc.) before starting demolition. As the demolition works progress, the Contractor shall ensure effective protection against water into the buildings, using tarpaulins while waiting for the alternative roofing to ensure water and air-tightness. The parts of the buildings or related construction that remain after the demolition shall be immediately fitted with all protective structures needed for their full preservation while waiting for their coating to be redone, their roofing, the conservation of stacks and overhanging of party roofs, etc. It is fully agreed that the Contract shall be liable for all repairs on elements damaged during demolitions. During the demolition works, as well as during the loading of rubbles, the Contractor shall provide for regular watering to prevent dust from flying around the site as well as on adjacent properties and the public way. The Contractor shall be in charge of checking and identifying the conduits runs, shall ensure that these elements are protected, and will advise the concerned technical managers of the networks’ existence. All reusable materials, as determined with the Client and the Project supervisor, shall be stored in a guarded warehouse under the Contractor’s responsibility until they are handed over to the Client. The removed materials shall remain the Client’s property. The amount of the services for each of the services is a lump sum. Concerns: All projects

1.3. LAYOUT The Contractor awarded the present lot shall be responsible for laying out all the buildings to be constructed in accordance with the Project’s plans. A document showing all the layout coordinates will be submitted to the Project Supervisor for approval before beginning the works. All the layout and setting out works shall go through an acceptance process. The Contractor shall set out buildings, roadway system, parking, buried technical networks, as well as the related civil engineering structures.Prior to the works’ start, a document indicating all layout dimensions will be submitted to the Project Supervisor for approval. All layouts and construction set-out works shall be subject to acceptance. The amount of the performances is evaluated on a time and materials basis for the works as a whole.

1.3.1 Building and External Works LayoutThe amount of the services for the works as a whole is a lump sum. Concerns: All projects

1.3.2 (Not Applicable under this contract)

1.3.3. Confirmatory Geophysical SurveyThe BoQ has been prepared based on known geophysical characteristics of the area. The contractor will carry out detailed geophysical survey using the Electromagnetic (EM) conductivity test followed by Vertical Electrical Sounding (VES) system. The price for this is included in the borehole drilling..


Concerns: Water supply projects

*** END OF SECTION ***

SECTION 2: GENERAL EARTHWORKS2.1. Earth movements

After clearing of undergrowth and preparation of the site, the Contractor of this lot shall be responsible for the execution of the earthworks of the platforms of sat buildings and access. The platform is defined as location of the building and its immediate 5m surroundings of the four sides. Work also includes/understanding the shape of the slopes with the slopes and dimensions defined on plans

2.1.1 Removal of Top SoilClearing of the vegetable top soil, transportation and spreading on the zones of the site according to instructions of the Project Supervisor. The non re-useable quantities shall be removed and transported to the discharge. The amount of the services for the work shall be quantified in lump sum. Concerns: All projects

2.1.2 Execution of EmbankmentFilling (with materials resulting from cuts or possibly with materials borrowed) of the platforms or leveling of the buildings in successive layers of 0.20m including the shape of slope. The compaction shall be carried out mechanically, and one should obtain 90% of the density dries maximum data by the test Proctor Modified.Quality of materials in conformity with the indications of the CPTP Final adjustment to obtain well drawn up surfaceThe amount of the services for the works is measured as a whole is a lump sum. Concerns: All projects


SECTION 3: EXTERNAL WORKSGENERAL CONSIDERATIONSThe Contractor awarded the present lot shall be responsible for all earthworks and civil engineering structures under the present project. General earthworks shall be undertaken under lot 1. Only earthworks specific to the construction of the structures under the present lot shall fall to the R&S Contractor.Works include the implementation of services and works of the building trade and elements brought under the trade, in supply and installation, including all unidentified requirements to obtain “complete” structures.Reference documents are: - The Technical Specification.- The present Description of Work.- Drawings and plans.

3.1 WATER SUPPLY NETWORK 3.1.1 Main Supply NetworksSupply and installation of rigid pressure PVC (25 mm diameter) pipes. For primary and secondary supply of safe water, including pipe fittings and branch pipes, etc.


This heading also covers trench excavations (minimal depth: 0.50m below ground level, width: 30cm), the installation of a sand cushion, the alarm screen, and the trenches filling up, pipe sleeves for building crossings, and all unidentified requirements relating to the performances as a whole. The price applies to the linear meter of pipe laid.Concerns: Health Post; Agro-processing

3.1.2 Sectional The price applies to the unit ValvesSupply and installation of sectional gate valves (25mm diameter ) in manholes at the starting of each building (including manhole).The price applies to the unit of valve fitted.Concerns: Health Post

3.1.3 Water Supply Junction Box Execution of inspection junction box according to the plumbing planTheir dimensions shall be 40cm X 40cm. Depth 0.4 to 0.5m. Work covers all items including the execution of the earthworks of all natures, evacuation of excess materials, etc, and all the adjustments necessary.Composition : Vertical walls in full cement blocks of 10cm placed on a concrete blinding ; Base in gravel; Interior and exterior cement rendering, 2 crossed layer of Flinkcoat for the exterior ; Cover in reinforced concrete with 2 lifting handles.The price applies to the unit of water supply junction box.Concerns: Health Post

3.2 WASTEWATER - DRAINAGE SYSTEMIt is planned to use a system separating the different drainage systems as part of the project as a whole. The waste water and wastewater drainage systems are separated inside and outside of the buildings. Upon coming out of the buildings, they are collected by manholes (locations featured on R&S drawings). Manholes shall be placed all along the segments and shall allow for the systems’ regular maintenance. The treatment system recommended for drainage waters is defined as follows: - Waste water is collected at the buildings’ level before being discharged in filter wells. - Storm waters shall be collected by drainage channels and gutters and evacuated towards the town’s

system, out of the site.All fittings and fixtures will comply with the BS standards.As regards pipes, they shall be in rigid PVC Pipes, from the sewerage series, and of the appropriate diameter, including all laying, branching off, connection, and assembling unidentified requirements…

3.2.1 PVC dn 100 Pipes for Waste The heading also covers trench excavations (minimal depth 0.80m below the finish grade, width 50cm), the laying of the sand cushion, the alarm screen, and the filling up of trenches, the pipe sleeves for building crossings, and all unidentified requirements related to the performances as a whole. The price applies to the linear meter of pipe laid.Location: Waste water pipes from the first manhole set up at the building’s exit; Cf plans Concerns: Health Post

3.2.2 Wastewater Junction Box Execution of inspection junction box according to the plumber plan Their dimensions shall be 50cm X 50cm but can depend on the number of incoming or outgoing canals. The depth of each junction shall depend on its position in the network. Work covers all items including the execution of the earthworks of all natures, evacuation of excess materials, etc, and all the adjustments necessary.


Composition: Base in concrete (300 kg/m3) dressed with a slope in lean concrete; Vertical walls in full cement blocks of 100mm; Interior and exterior cement rendering, 2 crossed layer of Flinkcoat for the exterior; Cover in reinforced concrete with 2 lifting handles.The price applies to the unit of wastewater junction box.Concerns: Health Post

3.2.3 12 m3 Septic TanksSeptic tanks shall receive the waste waters collected at the buildings’ level. They include three compartments: - Two compartments: retention and treatment; - A connecting pipe to take the waste water at the bottom of the treatment compartment to the

soak-way pit. The base and cover shall be in reinforced concrete of a minimal thickness of 100mm (350kg/m3). Walls in masonry of full cement blocks of 150mm, including vertical and horizontal wall ties in reinforced concrete, water repellant cement-mortar renderings, and all unidentified requirements for the sealing of the structure as a whole. A 50mm concrete partition separates the retention compartment. The air spaces’ ventilation shall be ensured by a tee-ended PVC tube (height: 2.50m). Diameter of the aeration duct: 100mm. Inspection covers and retractable covers, various connections, etc.

Surfaces in contact with the ground shall be coated with two crossed layers of Flinkoat (or other bitumen product).The performance includes:- Excavation of natural ground;- Execution of masonry walls in 150mm full blocks; - Execution of interior and exterior waterproof plastering; - Supply and installation of the trickling filter;- Construction of the cover-slab fitted with an inspection cover;- Installation of aeration. The price applies to the full unit of septic tank constructed. Location: According to sites Concerns: Health Post

3.2.4 Soak-away Pit Waste water, as well as purified waters from the septic tanks shall be discharged in sumps [provided this does not pose any health hazards for the water points intended for human consumption. In case this condition is not met (impermeable land across considerable depth, shallow groundwater, wells used for human consumption in immediate surroundings), sumps shall have to be replaced by a water-spreading device adapted to the site’s configuration and defined under the supervision of the Project supervisor]. The compartments, levels, and dimensions of these soak-away pits shall be determined by the contractor, based on the nature of the soil and the flow of incoming water. The well’s diameter shall not exceed 1800mm, but shall not be less than 1200mm. The vertical walls shall be constructed in solid block masonry of 150mm, down to a minimum depth of 1500mm. Below this point, the depth of the infiltration zone shall be determined on the basis of the side surface in contact with the land and the number of users. The blocks shall be laid in staggered rows on the walls, leaving installation spaces for the drainage water passage. This zone will be filled with lateritic blocks. Pit covers shall be in reinforced concrete, batching: 350 kg/m³, thickness: 100mm and shall be fitted with an inspection cover of 600 x 600mm closing with a 120mm thick solid slab including a retractable lifting handle for inspection purposes. The sumps’ ventilation shall be ensured by a tee-ended PVC duct (height: 2.50m). Diameter of the aeration duct: 80mm. The price applies to the full unit of sump constructed.Location: According to sites Concerns: Health Post


3.3 EXTERNAL ELECTRICITY INSTALLATIONThe contractor of this lot shall be responsible for the installation of the conduit for passage of the cables of electrical Installation (PHCN, generator or solar).

3.3.1 Pvc dn 63 Conduits The conduits to pass the cables shall be Pipes of PVC DN 63 of the series sleeves. The work also cover, cracking of walls (minimal depth: 0.50m below finish grade, width: 30cm), the installation of a sand cushion, the alarm screen, and the trenches filling up, , and all unidentified requirements relating to the performances as a whole. The price applies to the linear meter of conduit posed.Location: According to sites Concerns: Health Post; Agro-processing; Civic center

3.3.2 Inspection Junction Box Construction of inspection junction box according to the plumbing plans. Their dimensions shall be 500 X 500mm but dependant on the number of incoming or outgoing channels. The depth of each junction shall depend on its position in the network. Work covers all items including the execution of the earthworks of all natures, evacuation of excess materials, etc, and all the adjustments necessary. Composition: Hole ground work; vertical walls in solid cement blocks of 100mm; Interior and exterior cement rendering, 2 crossed layers of Flinkoat on the outside; Reinforced concrete cover with 2 lifting handles; Invert of the shaft made of a 5cm thick layer of fine gravel.The price applies to the unit of waste water junction box.Location: According to sites Concerns: Health Post; Agro-processing; Civic center


SECTION 4: BOREHOLE WATER SUPPLYGENERAL CONSIDERATIONS

Borehole design is for a maximum drill depth of 120metres and a minimum depth of 30metres, all with150mm finished diameter and will be powered using solar panels and pumps. Boreholes are accordingly divided into two types based on depths viz;i) Depth not exceeding 80metresii) Depth between 81 and 120metres

4.1 BOREHOLE CONSTRUCTION4.1.1 BOREHOLE DRILLINGDRILLING IN ALL TYPES OF SOIL FORMATIONDrilling shall be carried out after geophysical survey results are positive. All boreholes are to be drilled in all types of soil formation with appropriate mechanical drilling equipment /technology. The borehole will be drilled to such depths as to penetrate below the shallow water table aquifers and tap from the first potential deep aquifer or other deeper aquifers in confined/semi-confined conditions with a minimum discharge of 0.50 /liters per second. Ensure that the finished depth is six (6) meters below the main aquifer to provide proper installation of the pump and to provide a sand trap of 3 meters.The works include: - Borehole Casing: this shall be carried out with a 150mm diameter casing uPVC Class 10, drinking

water standards, non toxic and in standard lengths of three (3) meters, diameter of 150mm, wall thickness 7.5 mm and 10 bar pressure rating. A maximum of 3 meter length of sand trap will be part of


the well design.. The sand trap will be from uPVC casing pipe with specifications described above; fitted to the end of last casing/screen and with an end-cap.

- Borehole screening: Use proprietary; factory-made uPVC slotted screens the slot size and screen length depending on the aquifer materials and aquifer thickness. The Contractor will take sole responsibility of designing the well assembly and placing screen and casing at appropriate depths to match the positioning of the aquifer(s). The characteristics of the slotted screens are as follows: - ISO standard uPVC Class 9/10, drinking water standards;- non toxic ; - standard lengths of three (3) meters ; - diameter of 150mm ; - slot width 0.5 mm and not more than 1mm ; - open area as percentage of internal surface area 9.26% per linear meter ; - must be from the same manufacturer as for the casing pipes.Depending on the aquifer, the Contractor may choose an appropriate slot width. Gravel Packing and Grouting: Fill annular space between the casing and borehole wall with filter packing materials in the screen intervals and back filling materials at the blind casing intervals. The gravel packing mixture to be used depends on the sieve analysis results and the slot size of the screen. The contractor will do the sieve analysis and then determine the gravel pack materials. Store gravel packing material in a way as to avoid contamination or rain washing finer materials and avoid iron and Calcareous grains being included in the gravel pack materials. Gravel pack as a continuous feed operation using two people filling uniformly along the circumference of the pipe. Add some water with a pipe so that the gravel flows down. If the gravel gets inside the temporary casing, the casing is slowly pulled out and back washing is done to allow gravel to settle properly to a height of 3 meters above the top of the screen interval or the targeted water bearing formation. If the gravel settles down, add more and develop.Backfilling and grouting is done when yield can be estimated to be above the minimum acceptable yield of 0.50 liters/ second following well development. Back fill the borehole cuttings or clayey soils up to 3 meters below the ground surface.Grouting will be in concrete mix in the ratio of 1:2:3 of cement, sand and gravel respectively. The gravel size is to be not more than 10-12 mm and must be washed river gravels not chippings.

- Borehole cleaning and development: Choose a suitable and appropriate borehole development method and develop for a minimum of 6 hours or longer until the borehole is judged to be clean and free of silt, sand, color and with a maximum formation yield obtained. Development methods available are airlift pumping and surging, jetting and block surging, or other techniques or any other appropriate and efficient method to suit the hydro-geological and drilling conditions prevailing in that borehole. Each successful borehole must be chlorinated following completion. The Contractor will decide on the concentration of chlorine based on the volume of water in the borehole.

- Borehole Pump test: Immediately after cleaning the wells pump testing will be done. Use a pump capable of pumping at least 2litres/second.Pump test for six hours, as follows: - first 2 hours is step draw down test and 4 hours of continuous test.

The price is a lump sum for each borehole drilled.Concerns: All boreholes projects

4.1.2 TESTING OF BOREHOLE WATER SAMPLESThe contractor will mobilize a Staff of a Water quality Testing Laboratory, recognized and authorized by the PS for laboratory analysis, to get water samples in a clean plastic bottle (preferably white) from the borehole during the pumping test.. The onsite physical test shall be conducted at sites during the sample collection while other physical, chemical and biological parameters will be analyzed in the laboratory. Samples should be properly handled and protected while in transit.Some of the Specific parameters to be measured shall include;- Physical Parameters: Colour, Odour, Taste, Turbidity, pH Value, Electrical Conductivity, Temperature- Chemical Parameters: Nitrate, Nitrite, Total Hardness, Fluoride, Chloride, Sulphate, Copper,

Manganese, Total Dissolved Solids (TDS), - Biological Parameters – Faecal Coli form CountsThe price is a lump sum for each borehole drilled.Concerns: All boreholes projects

4.1.3 PROVISION OF APPROPRIATE WATER TREATMENTWater treatment may not be required in all cases depending on analysis of water samples. This will be as directed by the Engineer.


Concerns: All boreholes projects

4.2 SOLAR EQUIPMENT4.2.1 SOLAR PANELSPhotovoltaic Modules preferably mono crystalline rated at 75 at 75/80W by 12 Volts. Certification IEC 61215 Class II, by TUV certificate UL1703 or equivalent. Isofoton IS-75/80 by 12 or equivalent recommended. Interconnectors for panels, Single core flexible with 4mm sq sizing.Installation features- Solar panels shall be mounted on Sun path and care taken to avoid temperature build up around

panels.- They must be fastened firmly to withstand wind pressure and remain cooler.- Solar panels shall be protected from shadows and at installation be placed where trees and other

shading objects are unlikely to encroach.- Lightening and thunder protection shall be provided for the panel and pump by good earthing of the

connections. Characteristics;Temperature Range: -40°C to +80°C, Tolerance Wattage: +/-5%, Cell Efficiency (%): >13.5%Module Efficiency (%): >13.3%, Output tolerance (%): +/-5%, Frame (Material, Corners, etc.): AluminumWarranty: 2 years product warranty and 20years 80% of power.The price is lump for procurement of the panels, all handling and installation costs and includes all required accessories.Concerns: All water supply projects

4.2.2SOLAR PUMP Stainless steel pumps with CE marking.Pump motor cable: 3 core Flexible cable, sizing to British standard. Cable jointing kit & Earthing: 3M scotch cast or equivalent for joining sq cables and earth rod and terminal for 1.2m.The installation of Pump includes also accessories like:

- RISER PIPES : WILL BE OF UPVC CLASS 10, DRINKING WATER STANDARDS; 25MM IN DIAMETER. - IO 100 switch box

Voltage: Max. 225 VDC, 7 A: Max. 265 VAC, 7 A.Enclosure class: IP 55 / NEMA 3R.

- CU 200 control unit: Voltage 30 - 300 VDC, 90 - 240 VAC –10%/+6%, 50/60, PE.Power consumption: 5 W.Current consumption: Max. 130 mA.Enclosure class: IP 55 / NEMA 3R.Pump cable Max. Length between CU 200 and pump: 660 feet 100m.Max. Length between CU 200 and level switchBack-up fuse Max.: 10 A.

- Automatic Water Level Control Regulator for :Storage/Treatment Tanks : this switch causes the pump at the borehole to turn off when water storage tank are filled to capacityIn boreholes where no treatment facility is required, one water level control regulators will be provided to put off the pump when storage tanks are full. Type: Tsurumi Pump or similar Snap- Action float sensor RF; Model: RF – 5 ; Capacity: 50VA AC

The contractor will also propose and implement the electrical wiring system from the CU control unit to the sumo pump and implementing the various indicators and connections to the overhead storage tanks. All electrical conduit cables will be run in 25mm PVC pipes and buried at least 300mm below ground level.


The price for this item is a lump sum

4.2.2.1 SUBMERSIBLE PUMP FOR BOREHOLE DEPTH UNDER 80M (Not Applicable under this contract)Characteristics;Rating: 1.5HP Length: 49 inchesDiameter: 2.9 inchesCapacity: 11 gallons/minMaximum head: 240 feetType: SQ Flex Grundfos pump or similarElectric cable: 3 x10 mm2, EPR (KTW approved) Concerns: Boreholes depth 0m - 80m

4.2.2.2 SUBMERSIBLE PUMP FOR BOREHOLE DEPTH 80 – 120MCharacteristics Rating: 1.5HPLength: 49 inchesDiameter: 2.9 inchesCapacity: 6 gallons/minMaximum head: 400 feetType: 6 SQF – 2 Grundfos pump or similarElectric cable: 3 x16 mm2, EPR (KTW approved)Concerns: Boreholes depth 80m to 120m

4.3 TOWER AND STORAGE4.3.1 BUILDING OF OVERHEAD TOWER Metallic structure 6 metres high with an included extension to serve as supports for the solar panels. Steel Works: Structural steel works are in accordance to BS 4360 and applied as specified in drawings.The overhead tank construction includes;- Upland Foundation; Reinforced Concrete (350kg/m3) isolated Pad foundation 0.8m x 0.8m wide x

0.7m depth with same size up stand concrete stanchion base projecting 0.3m above ground. Steel reinforcement to be high yields (Y12mm x 225mm centres).

- Riverine Foundation; Reinforced Concrete isolated Pad foundation measuring 1.2m x 1.2m x 0.7m in substructure and same size up stand concrete stanchion base projecting at least 0.3m above ground level. Steel reinforcements to be high yield (Y12mm x 225mm centres).

- Main Stanchions: 152mm x 152mm x 23 UC - beam- Cross braces: 75mm x 50mm x 6mm angle Iron- Tank platform: 152mm x 89mm x 16mm U- beam as floor beams, size of plat form 5.20m x 5.50m and

covered with 25mm steel grating 50mmx50mm- Construct and install handrails/protectors around platform periphery with 75mm x 50mm x 6mm angle

Iron. - Ladder: Construct and install steel ladder of 300mm wide with step height 250mm in 50mm x 50mm

angle Iron while climber safety protection shall be of 25mm flat Iron bars folded round the ladder in 600mm wide diameter.

- Support structure for solar panels on the top of tower, with 75mm x 50mm x 6mm angle Iron 3. 48m long welded to the platform beam.

The construction of tower shall follow the specifications described in the chapter ‘’metal woks’’ and ‘’paint’’Concerns: All borehole water supply projects

4.3.2 STORAGE TANKS AND PLUMBINGGeePee tanks or equivalent PVC Tanks shall be used for the storage of water. The tanks must be supplied free of defects and should be of opaque to discourage algae growth. They shall also be supplied with 6 months warranty against defect due to quality of manufacture.


- Total Storage capacity: 6000 litres- Tank Capacity: Minimum 2000 litres x 3no.- Thickness 5mm- Diameter 150cm- Height 150cm- Colour: Black- All plumbing and reticulation works shall be carried out using black coloured UPVC 25mm diameter pipes.

- The network shall include 4 control valve points to be located as follows; at foot of Tower (including chamber), at the top inlet of the storage tanks, at the outlet of the storage tanks and before the battery of stand pipes (including chamber)

The price is a lump sum for a tower.Concerns: All borehole water supply projects

4.3.3 BATTERY OF STAND PIPESThis will consist of a 150mm thick dwarf wall 1.24m high and 1.95m long and a concrete pavement 70mm thick by 600mm wide on concrete stripe foundation. And the whole completely finished and plastered with the tap points (3no) at a height of 0.725m above the pavement level. Drainage of the location will be achieved through the provision of a drainage trough channeled to a waste water pit.The construction includes the followings;- Foundation excavation- Construction of foundation concrete and block wall- Construction of wall - Construct users’concrete platform in 100mm thickness (350kg/m3) On 150mm ground beams around

the periphery measuring 2.1m wide x 1.20m length. - Plumbing shall be done with 25mm PVCHD and the installation of 4 tap points (1/4 turn valve control)

on the back side of wall.- Construct waste water drainage trough (150mm wide by 30mm deep) on the users platform and at the

foot of the bucket stand to connect waste water to waste pit or natural drainage.- Chamber for main control valve with metal cover with lock.All works items are to be realized in respect to the specifications described in the relevant chapters for block walls, concrete and plumbing works chapters.Concerns: All borehole water supply projects.

4.5 TRAINING4.5.1 TRAINING OF COMMUNITIESThe contractor shall provide training and basic maintenance guide/manual to selected members of the beneficiary community on the use operation and maintenance of the borehole and solar equipment. The training shall be for period of not less than 6 days and ensure competence of the trainees before handing over of the project and provisional acceptance.The contractor must also provide a log- book contain information on the following:- System voltage, - Date of purchase ; Seller, - Quantity of solar modules and Solar module brand,- Model no, controller serial no, pump end model no and pump end serial no. - Installation date, name of installer, well depth, pump depth, vertical lift, static water level, drawdown,- drop pipe, submersible pump cable and wire size in mm2 (in the case of water boreholes).- Flow rate as initially observed and other performance characteristics when the pump is in operation.

This will help to assess its performance and diagnose any problems that may occur in future.Operating voltage and wattage of systems like and panels. It will also contain diagram of serially wired solar panels.



SECTION 5: STRUCTURAL WORKSGENERAL CONSIDERATIONS

The Contractor awarded this lot shall be responsible for construction of all the works relating to the structure of the buildings to be constructed under this present project. The works comprise constructing services and construction elements under the trade that require supply and installation and include all unidentified requirements to obtain “complete” construction. The reference documents include: - The Technical Specification; - The present Description of Works; - The Plans and Drawings.

5.1. Additional earthworks The Contractor awarded this lot will be in charge of carrying out the additional earthworks needed for constructing the foundations of buildings and civil engineering elements, exclusive of those overall grading works provided for in Section 2.The platforms and layout of the buildings should undergo a control and acceptance process by the Contractor awarded this lot before the foundation works can start. After such acceptance, the Contractor may not make any claim related to possible defects in earthworks or layout. The regulation and the implementation requirements applicable to the earthworks are those applicable under Section 2. Only the earth from excavation that can be used as filling based on its geotechnical characteristics is allowed to be stored on site. All materials unsuitable for reuse must be disposed to landfills. The Contractor shall check the excavated soils’ mechanical characteristics as well as their bearing value compatible with the applied loads. All the bottoms will be carefully compacted and the bottoms’ altimetric levels shall not vary of more than 0.02m against the altimetric levels set for the project.

5.1.1. Trench or Hole Excavations All trenches or hole excavations are due, regardless of the soil’s nature, in order to allow for the construction of foundations, individual footings, and pits as indicated on the project’s shop drawings and dimensions. The earth excavated shall be temporarily stored for later reuse (as allowed by their geotechnical characteristics), as per the instructions of the Project Supervisor.The price is per cubic meter of excavations performed. Location: According to foundations plans Concerns: All projects

5.1.2 Fills around Foundations The filling around the foundations shall be implemented in accordance with the requirements above (section 2). The price is per cubic meter of excavations performed. Location: Footings of building foundations; according to foundations plans Concerns: All projects

5.1.3 Hardcore Before construction concrete floor slab, the Contractor shall perform hardcore filling works in the following way: Spreading and compacting materials of 30 cm of granite stone (size 0.15 to 0.50 mm). Supply and filling of a sub-grade of 0.05m in thickness made up of powdery non plastic materials, such as gravel, fine sand, random sand or gravel in order to reach the final levels and dimensions of excavations, which include taming, shaping and removal of possible earth. The quality of materials and their placement shall comply with the requirements in the technical specification.


The price is per cubic meter of hardcore filled. Location: Concrete floor slabs; according to foundations plans Concerns: All projects

5.2 FOUNDATIONS The foundations shall be established according to loads to be applied and the bearing capacity of the foundation soil, based on the conclusions of geotechnical surveys.

There shall be three (3) types of foundations: - Strip footings under bearing walls for linear loads; - Individual footings under columns for point loads; The Contractor shall get assurance as regards the supporting soil’s characteristics, which shall be submitted for the Project Supervisor’s approval. Except for blinding concrete, all the foundations shall be laid with CPA 45 concrete measured at 300kg/ m³. Steel used shall be High Adhesive ones and should conform to their official approval certificates. The formworks used shall be basic ones. Location: Footings of constructions; According to foundations plans

5.2.1 Blinding Concrete Pouring blinding concrete, measured at 150kg/ m³ of CPA beneath all the foundation elements in reinforced concrete, masonry, and other materials in contact with the soil. At least a blinding layer of 0.05m in thickness is to be provided. The bottom of the excavation must be clean and free from collapsed earth or waste. The price is per cubic meter of concrete involved in implementing the element. Concerns: All projects

5.2.2 Non-Reinforced Strip FootingsThe footing shall not be less than 0.05m against the elements that the strip footings are to bear. The width of the footings will be calculated in reference to the loads and constraints applied. In any case, they should be at least 0.30m. In case of difference in the level of footings that are very close to each other, the setbacks will be implemented through a series of off-sets, made of mass concrete. Where there shall be off-sets, the shall be established in such a way as to ensure that their individual length is equal to three times the setback’s length, at most. The reinforcement should be extended with no cut as regards the off-sets. This heading encompasses formworks, and all unidentified implementation requirements. The price is per cubic meter of concrete involved in implementing the element. Concerns: Civic Centre

5.2.3 Reinforced Strip FootingsThe footing shall not be less than 0.05m against the elements that the strip footings are to bear. The width of the footings will be calculated in reference to the loads and constraints applied. In any case, they should be at least 0.45m. In case of difference in the level of footings that are very close to each other, the setbacks will be implemented through a series of off-sets, made of mass concrete. Where there shall be off-sets, the should be established in such a way as to ensure that their individual length is equal to three times the setback’s length, at most. The reinforcement should be extended with no cut as regards the off-sets. This heading encompasses formworks, reinforcements, and all unidentified implementation requirements. The price is per cubic meter of concrete involved in implementing the element. Concerns: All projects


5.3 BASEMENTThis chapter covers all substructure elements from foundation footings to concrete floor slab. - Foundation footings shall be of mass concrete of 200mm thickness by 450mm wide. - All concrete elements incorporated into the foundation such as column bases, vertical wall ties, lintels

for the canals, shafts, etc. The concrete elements shall be made with CPA45 concrete measured at 350kg/m3. The steel used shall be High Adhesive ones and shall conform to their official approval certificates. The formwork used shall be ordinary ones.

5.3.1 Foundation Block Walls Foundation walls are of sand/cement blocks wall laid in stretcher face and bonded by sand/cement mortar at joints and between block courses. The price is per square meter of masonry involved in implementing the elements.

5.3.1.1 Not applicable under this contract

5.3.1.2 FULL BLOCK OF 225MMConcerns: Warehouse

5.3.2 Column Bases Construction of column bases in reinforced concrete shall be according to shop drawings. The concrete must never be placed on the ground but in formwork or between block work that has been cleaned and watered.This heading covers formworks, reinforcements, and all unidentified construction requirements.The price is per cubic meter of concrete involved in implementing the element. Concerns: The Substructure of buildings - All projects

5.3.3 Floor BeamsConstruction of floor beam is in reinforced concrete on base of super-structure walls as indicated in the shop drawings The reinforced concrete element implicitly include the requirements for formworks, drips, rabbets, floor opening, opening for canals, grounds, grouting holes, etc.This heading covers formworks, reinforcements, and all unidentified construction requirements. The price is per cubic meter of concrete involved in construction of this element. Concerns: The Substructure of buildings - All projects

5.3.4 Concrete Steps and RampsConstruction of all steps and ramps in reinforced concrete, measured at 300kg/m3 of CPA, poured on natural ground as indicated in the drawings, and the various related elements. Steps: Height: 0.15m; Width: 0.30m. Tooled nosing. Ramps: minimum thickness of 10 cm and Maximum slope of 15 %. This heading covers formworks, reinforcements, and all construction requirements. The price is per cubic meter of concrete involved in construction of the element. Concerns: External access - All projects

5.3.5 Waterproofing PlasterThe external side of the Foundation walls and concrete elements shall be coated with waterproofing mortar, starting at the lower wall tie down to 15cm below the finished ground level.


The rendering shall be done as standard external coating, will be smooth with a trowel finish appearance and with be 2.5cm in thickness. Sealers of the SIKA type (SIKALITH, etc.) or equivalent products will be added, following the manufacturer’s instructions.The price is per square meter of rendering implemented. Location: Peripheral foundation walls of buildingsConcerns: All projects

5.4 GROUND FLOOR AND SCREED The Contractor awarded the present lot shall be responsible for the Flooring over the entire inside surface of the buildings as well as the floor of the roofed galleries, in accordance with the indications in the Technical Specification. The floor will be topped either with screed and tiling or with a lining of waterproofing cement. These shall lie directly on the underlying soil and will transfer to it the operating loads that they bear.

5.4.1 Concrete Ground Floor The Concrete floor shall be done with reinforced concrete of 100mm in thickness poured on a polythene film. As regards the buildings, the concrete floor shall be separated from the rest of the structure by a peripheral joint of 5mm. In addition, it shall have expansion joints installed at half-thickness in both directions as required by applicable standards. The works shall include all the unidentified construction items requirements for the technical lots, the excavations and joints for stairs, plumbing fixtures, doorsteps drops, etc. Reinforcements shall be provided for loads concentrated on the concrete floor, drops, non-bearing heavy partitions, angle returns, etc.The higher part of the paving shall be delivered rough at -0.05 or -0.10m of the finished ground, provided that the heights indicated on the shop drawings will be the dimensions of finished structures. The works include the followings, by order of construction, after filling and leveling works: - Placing a polythene film (200 microns) on the sub-grade; - Setting up on chocks (5cm in height, 4/m²) of a welded trellis reinforced of 3.5mm²- Construction of concrete measured at 300kg. Mechanical compaction with a vibrating screed. - Finishing by a integrated screed of 2cm measured at 400kg of fully shaped cement : trowel-finished

with no addition of slurryThe price includes concrete works, reinforcements, and setting up the polythene film. The price is per cubic meter of concrete completed. Concerns: All projects [except for the integrated screed inside the health post (tiled rooms)]

5.5. REINFORCED CONCRETE STRUCTURE The present chapter covers all reinforced concrete frame structures, from the foundation/ground floor to roofing. The upward bearing structure shall be made of columns, beams, floor slab-beams in reinforced concrete filled by walls in non-bearing blocks with a thickness according to plans. The block bearing walls shall be topped with wall beams (head course) in reinforced concrete. In this case, the columns and the wall beam (head course) shall play a role of stringer and bracing. The reinforced concrete elements implicitly include, besides the formwork, the reinforcement, the casting of concrete, and all the unidentified requirements for formworks, drips, rabbets, floor opening, opening for canals, grounds, grouting holes, etc. The concrete elements shall be constructed with CPA 45 concrete measured at 350kg/m3. The steel used shall be High Adhesive ones, and shall conform to their official standards. The formworks used shall be well-done as they are intended to remain apparent.

5.5.1 Columns and Vertical StringersConstruction of all columns and vertical stringers in reinforced concrete shall be upwards as they appear on the shop drawings. The visible external sides shall be coated with cement mortar.


This heading covers formworks, reinforcements and all unidentified construction requirements. The price is per cubic meter of concrete involved in the construction of the elements. Concerns: All projects

5.5.2 Beams, Wall Ties and Lintels Construction of all beams, horizontal wall ties, and lintels in reinforced concrete above the masonry shall be as indicated on the shop drawings. The visible external sides shall be coated with cement mortar. This heading covers formworks, reinforcements and all unidentified construction requirements. The price is per cubic meter of concrete involved in the construction of the elements. Concerns: All projects

5.6. VARIOUS REINFORCED CONCRETE ELEMENTS

5.6.1 WorktopThe draining boards shall be in reinforced concrete of 100mm in thickness, measured at 350kg/m3 of CPA. The dimensions are according to the shop drawings, so that there is no cut in the covering tiles. The distribution steel shall be of low diameter and high adhesive, with a meshing of 10x10mm. The concrete slab shall freely lie on jambs made of full block of 100mm in thickness. A concrete base of 100mm in height made of ordinary concrete, dosed at 250kg/m3 of CPA shall be constructed under all the draining boards. The works also include all the reentrants and projecting reinforcements for installing plumbing fixtures and all unidentified construction requirements according to good engineering practices. All the visible sides shall be tiled, and the internal sides of the masonry shall be coated with a smooth finish with cement mortar for painted rooms, or with ceramic tiling for technical rooms with ceramic tiles. This heading covers formworks, reinforcements and all the construction requirements. The price is per square meter of lab benches completed. Concerns: Health Post

5.6.2 CoppingThe dwarf wall shall be finished with a concrete copping of 200mm x 75mm. the concrete shall be measured at 350kg/m3 of CPA and reinforced by 2 file of 8mm. This heading covers formworks, reinforcements and all the construction requirements. The price is per linear meter of copping completed. Concerns: Health post; open market; agro-processing

5.7 MASONRYThe cement blocks shall comply with BS. They shall be of Mechanical and Industrial manufacture and shall be obtained from a conventional mould size of 150mm x 450mm x 225mm. They shall present no defect such as cracks or warps and their sides should be flat and straight. The aggregates used for the molding of blocks must be clean, especially as regards sand which should be carefully washed. The Project Supervisor will ensure the quality of aggregate in all blocks moldingBlock walls shall be fully aligned and set in a regular foundation. All the vertical joints shall be filled The structures’ layout must be rigorous and must comply with the absolute levels and dimensions to allow for setting them without having to make any alterations to the elements of the other building trades and the facilities planned for. The levels and dimensions indicated on the shop drawings are those of the finished structures. No error that exceeds those stated as acceptable in the British standards notes. There will be no tolerance of out-of-plumb works or billiard cues.

5.7.1 Hollows Blocks for wallsSupply and installation of hollow blocks units, class B 40, B 60, as confirmed by crushing tests (certificate to be produced). The drying time must be complied with.


The price is per square meter of block wall completed.

5.7.1.1 Hollows Blocks of 150mmConcerns: All projects where necessary

5.7.1.2 HOLLOWS BLOCKS OF 225MMConcerns: All projects where necessary

5.7.2 Plastering The cement used shall be Portland cement in accordance with the British Standard and as provided for in clauses 250 – 325 and 400. The sand used must meet the conditions set by the Technical Specifications. Taken in the hand, they must remain agglomerated after being squeezed. Dry, they must crunch, and must not leave a deposit sticking to the hand. The surface of the support must be clean and free from any traces of soot, saltpeter, dust or formwork removal oil or product, etc. The support must be watered in order to be moist inside but it must be wiped on the surface at the time the plastering is to be made. The rendering shall be made up of the followings: - A scratch layer (dosed at 500 to 600kg); - An intermediate layer that forms the body of the coating (measured at 400kg); - A finish layer that gives the aspect (measured at 400kg). As regards the plastering to be made on concrete, the Contractor shall be responsible for all the staking and other unidentified requirements needed to ensure full binding of the rendering. All the coating shall be made down to the natural ground. All the joints to be made by the Contractor shall be done as needed. The Contractor will furthermore ensure joints on the sleeve pipes, sealing, coatings, etc. The ridges shall be tooled. All construction requirements are implicitly included: ridges, floating screeds, buttered joints, additional circular lengths, etc. The plastering shall be smoothed in appearance with a trowel finish. The price is per square meter of plastering completed.

5.7.2.1 15 mm thickness plasteringConcerns: Inside; all projects

5.7.2.2 25 mm thickness plasteringConcerns: Outside; all projects


SECTION 6: ROOFING & CEILING

6.1 FRAME GENERAL CONSIDERATIONS The Contractor awarded this lot shall be responsible for construction of the wood frame works, for renovation or new elements, as appearing in the plans and drawings and written documents. The reference documents include: - The Technical Specification; - The present Description of Works; - The Plans and Drawings.

Characteristics of wood All the wood members shall be made with local high-density wood (hardwood) IROKO or its equivalent, of top quality, seasoned to a moisture rate of less than 20%. The wood used for battens, rafters, planks, cleats, etc. will be healthy and free from marks of heating, decay, pot holes, or sapwood.


The wood will be line-straight and knots will be avoided. Only those knots whose diameter does not exceed 10% of the piece’s height will be tolerated. The quality of sawing will be checked. The line gradient on a side will be less than 12.

Protection of wood All the wood will be factory-protected through dipping in a fungicide and insecticide product, as well as through treatment against termites. Before applying the product, the Contractor shall submit the brand, the references, and the mode of application to the Project Supervisor’s approval.

Assembling The elements of the trusses shall be assembled by nailing with reinforcement plates in CP 15mm on all wood pieces that are not braced. The linking of trusses and rafters to the walls shall be done using a bolt plate or a metallic corner plate sealed in the masonry on which the wood piece will be bolted. The assembling of purlins to the expansion joints shall be done with a metallic junction plate of 5mm in thickness (oblong holes), boltedAll the junction elements are included in the frame’s price. According to plans and details.

Delivery of support structuresThe wall shall be delivered, and shimmed up to the final level, with the grouting holes in place.

6.1.1 Trusses The frame structure shall be made up of braced truss of low section (5x 15). The clear width of the trusses shall not exceed 3.00m. The bracing shall be ensured with purlins. The trusses shall lie on wood spacers to avoid being in contact with the walls. Construction according to the frame plans. The wood may remain rough-sawn, according to the specifications above, except for those parts that will remain visible and therefore must be planed. This heading covers the supply and the installation of all accessories and unidentified requirements for construction that complies with good engineering practices. The price is per linear meter of wood involved for trusses. Concerns: All projects

6.1.2 Purlins Supply and installation of purlins shall be of local hardwood of a section of 50mm x 75mm. Clear width according to the frame plans. The wood for the purlins must be planed on all four sides. This heading covers the supply and the installation of all accessories and unidentified requirements for construction that complies with good engineering practices. The price is per linear meter of wood involved for purlins. Concerns: All projects

6.1.3 Fascia Boards Supply and installation shall be of local hardwood boards of a section of 300mm x 25mm, as barges and gables of all the roofing. The boards shall be planed on all four sides and will be nailed to the heads of angle rafters. Construction according to the frame plans. This heading covers the supply and the installation of all accessories and unidentified requirements for construction that complies with good engineering practices. The price is per linear meter of barge and gable boards. Concerns: Health Posts; Classroom blocks and Civic centres

6.2 ROOFING SHEETGENERAL CONSIDERATIONS The Contractor shall be responsible construction of roofing works as they appear in the drawings, plans, and written documents. As regards the technical requirements, please refer to the Technical Specifications.


The roofing shall be made up of ribbed roofing sheets. The large size sheets shall be fixed to the frame with the lateral ribs overlapping and interlocking along the slope’s direction. The roofing sheets shall lie directly on the purlins with pine chocks that are cut according to the ribs’ shapes and are fungicide and insecticide-treated.

6.2.1 Aluminium Long Span Roofing Sheets Supply and installation of self-supporting aluminum roofing sheet of the “SAMDEK” type or similar.- Matter: Aluminum- Thickness : 55/100th - Appearance: Natural - Profile: Four trapezoid waves of 30mm in height - Length: Along the structure’s full length. In case of overlapping, the minimal acceptable overlapping

will be of 1.00m- Fixing: Coach bolt in anodized steel or aluminum- Fittings: Wave chocks, staples, bituminous plates, waterproofing rings, metallic rings, plastic caps. At the ridge’s level, the flat part of the sheets shall be bent to prevent dripping. The fixing shall be made with 3 coach bolts per sheet and per purlin on the trapezoid wave on each wave on the ridges. Walls/Roof contacts: close the gap between roofing sheets and gable walls with bituminous felt/membrane.Supply and installation of ridge caps shall be of the same appearance and thickness as the roofing sheets. Minimum overlap between the elements: 30cm. The price is per square meter of aluminum roofing sheets.

6.2.1.1 55/100th of thickness sheets6.2.1.2 Ridge capsConcerns: Health Posts; Classrooms blocs and Civic centers

6.2.2 Alu-Zinc Long Spans Roofing Sheets Supply and installation of self-supporting Alu-zinc roofing sheets of the “SAMDEK” type or similar.- Matter: Alu-Zinc- Thickness : 55/100th - Appearance: Natural - Profile: Corrugated - Length: Along the structure’s full length. In case of overlapping, the minimal acceptable

overlapping will be of 1.00m- Fixing: Coach bolt in anodized steel - Fittings: Wave chocks, staples, bituminous plates, waterproofing rings, metallic rings, plastic

caps.At the ridge level, the flat part of the panels will be bent to prevent dripping. The fixing shall be made through sheet ridges with 3 coach bolts per sheet at each purlin. The roofing sheets shall lie directly on the purlins with pine wave chocks that are cut according to the ribs’ shapes and are fungicide and insecticide-treated inserted on last purlin at sheet ends. Walls/Roof contacts: close the gap between roofing sheets and gable walls with bituminous felt/membrane.Supply and installation of ridge caps shall be of the same materials as the roofing sheets. Minimum overlap between the elements: 30cm.

The price is per square meter of Alu-Zinc roofing sheets.

6.2.1.1 55/100th of thickness sheets6.2.1.2 Ridge capsConcerns: Agro-processing buildings; Markets and Warehouse


6.3 CEILING GENERAL CONSIDERATIONS The Contractor awarded this lot shall be responsible for all ceiling works related to the inside suspended ceilings as they appear in plans, drawings, and written documents. The technical requirements are those defined in the Special Technical Requirements. All the wood seasoned, fungicide and insecticide-treated.

6.3.1 Ceiling Nogging Wood structure Construction of a primary and a secondary framing shall be of local hardwood for a suspended ceiling (same specifications like for roofing structure), including all cuttings, trimmers, reentrants, etc. needed for a good implementation of the structure. Structure: Purling: 50mm x 150mm place and fixed on the wall ; wall to wall, clear width = 1.20m - Cross bars: 5cm x 7.5cm each 0.60m.

Ceiling boardsThe suspended ceiling boards shall be of cement/fibre ceiling board of 4 mm in thickness, bound to the primary and secondary framing, including all cuttings, soffits, etc. needed for proper construction of the suspended ceiling. The cement/fibre ceiling board shall be fungicide and insecticide-treated and is intended to be painted. The joints between to sheets are cover by a hard wood batten (5mm x 25mm)The price is per square meter of ceiling nogging installed. Concerns: Health Posts; Classroom blocks and Civic centres

6.3.2 Ceiling Vent Setting up a screened opening within one ceiling board, made up of a frame of redwood to be painted and a metallic mosquito net retained by a hardwood batten (5mm x 25mm) fixed along each side and mitred at corners. Dimensions as shown in plans.The price is per linear meter of ceiling vent installed.

Concerns: Health Posts; Classrooms blocs and Civic Centres*** END OF SECTION ***

SECTION 7: TILINGGENERAL CONSIDERATIONS The Contractor shall be responsible for floor and wall Tiled coating, as shown in the plans drawings, and written documents. The technical requirements are those defined in the Technical Specifications. The specifications and color-scheme to be used are indicated hereafter. The Contractor may submit to the Project Supervisor’s approval similar materials, before works start-up and on a timely basis to ensure ordering and deliveries on site. When coatings are to be stored on the site, they shall be put under temperature and hygrometry conditions corresponding to those of their use. The Contractor shall ensure acceptance of the support completed. Any installation presenting a defect must be redone at the Contractor’s expense. Before installation, the Contractor shall provide short specs registration of its works. Unsightly edges or cuts shall be avoided. Any difference in shade or in format shall result in having the entire premise concerned redone.

7.1 Vitrified tile Materials: The materials shall be according to BS of dimensions and color as approved by the Project Supervisor. The quality criteria adopted are as follows: - Regular aspect and shades in the color selected;


- Chemical characteristics that ensure acid and alkali resistance; - Physical characteristics that ensure homogeneity, water absorption rate, and breaking resistance to

bending or shearing. The stock solution will be supplied from the Cérabati catalogs or similar catalogs. Method of application All stoneware surfaces shall be fixed on the rough paving delivered, the tiles shall be fixed with mortar of sufficient thickness; with grout between joints. The finished level of the tiling shall correspond to that of the screed.The joints of the carcassing shall be complied with and their shape shall be reflected in the fixing mortar and in the tiling. The coating shall be split-up: - For any surface area exceeding 60m²; - In the traffic areas by parcels of 8lm in length. The splitting up shall be constructed in the fixing mortar and in the tiling.Peripheral Tiles For coated areas of more than 12m², space shall be left between the last row of tiles and the lower edge of the plinth. The space of the peripheral seal will be cleaned of any deposit, waste, mortar, and filled with compressible non-powdery material. Seal in tiles. The tiles will be fixed with joints reduced at 1mm in width with filling grout made of pure cement, of a color defined by the Project Supervisor. Stop angles: Supply and fixing of a steel angle of 40mm x 40mm at the junction of two coatings of different natures (tiling/cement screed) and at step tread. Tolerance for fixing: - Planarity: 3mm at most for a 2m-long ruler put in any direction. - Level: no point in the tiling shall vary of more than 2mm from the 0.00 height against the level line.

7.1.1 Standard Tile on FloorCleaning and sweeping of the ground. Fixing tiling stoneware shall be with a rule and the beater with the thin mortar. Straight joints reduced and filled with CP45 grout. Characteristics: - Brand: Vitrified Ceramic or similar - Class: U4 – P4 – E3 – C2 - Series: Standard - Format: 200 x 200mm or 300 x 300- Type: Stoneware - Shade: According to the supervisor choice The price is per square meter of tiling fixed. Concerns: All rooms in Health posts

7.1.2 Plinths Plinth in stoneware of 20cmx10cm, straight type, made up of an ordinary cut tile, fixed on mortar. Characteristics identical to those of the floor elements: - Angle made up of the tiles’ ridges; - Plinth finished on the doorstep’s jambs; - Rendering joins on the upper part. The price is per linear meter of plinth fixed.

Concerns: All Tiled rooms Health Posts

7.1.3 Standard Tile on WorktopFixing of stoneware tiling on worktop shall include the nosing and the jambs. Straight joints reduced and filled with CP45 grout. Characteristics: idem for the floorsThe price is per square meter of tiling fixed. Location: Treatment and delivery roomsConcerns: Health posts


7.2 EARTHENWARE COATINGGENERAL CONSIDERATIONS The earthenware tiles proposed shall be of commercial choice. The enamel shall be regular with a consistent color and no chaps or cracks. The tiles will be fixed with glue or cement mortar, their joints reduced, and their ridges will be sharp and enameled. While fixing the coating, the floor tile shall make all the cuts needed in the coating to allow for conduits and pipes as well as for bedding electric boxes (plugs, switches).Level: from floor to 1.5m and 60 cm on walls on worktop.

7.2.1 Plain Tiles - Format: 150mmx150mm - Brand: Ceramic or similar - Color: according to the Client’s choice - Aspect: matte The price is per square meter of Tiles fixed. Location: Delivery room, toilets; 600mm on walls on worktop in the treatment room.Concerns: Health Posts


SECTION 8: PLUMBING AND SANITARY WORKSGENERAL CONSIDERATIONS The Contractor shall be responsible for all Plumbing and fixtures installation under the present project, which includes- Installation of potable water distribution network inside the buildings; - Installation of internal sewage and foul water drainage networks; - Supply of sanitary warm water for some appliances; - Supply, fixing, and connecting sanitary appliances, valve and fittings, and incidentals. The works comprise installation services and construction elements under the trade that require supply and installation and include all the requirements (including undefined contractual obligations) to obtain “complete” elements. The reference documents include: - The Technical Specification; - The present Description of Works; - The Plans and Drawings.

8.1 Distribution of cold water Supply and installation of hard PVC pipes, including all joints, fixing clamps, and sleeves for passing through walls, shut-off valves on piping, etc. Part of the network shall be buried under the floor, in accordance with shop drawings, and will be waiting as near as possible to the appliances they are to feed. The interior part of the network shall be under lab benches, or if not possible, buried in the walls as indicated in the Technical Specifications.

8.1.1 Pressure PVC Ø 25 PN16The price is per linear meter of element installed

8.1.2 Shut-off Valve of Ø 25 on PipingThe price is per unit of element installed Concerns: Health Posts; Agro-processing


8.2 DRAINAGE OF SEWER – FOUL WATER Drains shall be in PVC series, including cuts, clamp fixing, and necessary joints (branches, connections and watertight plugs), wrought ring or interlocking joints and all requirements. Part of the network shall be buried under the slab, according to the shop drawings and the indications of the Technical Specifications. The unburied parts shall be hidden under the lab benches. The sewer and foul water network shall be a separate one. Connection boxes of 0.40mx0.40m shall be used on the appliances or devices before the external manholes. The connection boxes shall not be accessible and replace elbows and other sorts of clawbars used under the concrete floor. The Contractor’s services stop at the connection of the main drains coming out of the building to their manhole installed outside under the R&S Lot. The Contractor shall pay special attention to the position of the conduits’ inlets and outlets, as well as to their dimensioning according to the flows of effluents. The price is per linear meter of element installed

8.2.1Drainage PVC Ø 40 8.2.2Drainage PVC Ø 80 8.2.3Drainage PVC Ø 100Concerns: Health posts

8.3 SANITARY APPLIANCES The sanitary appliances and their accessories shall be chosen among the TWYFORD ranges. The Contractor may suggest a brand or models similar in all aspects, to the Project Supervisor’s approval. They shall be installed on site with all the requirements of supply, installation, setting, and fixing as needed, waterproofing joints (in acrylic) on pumps, and resilient tape (in binding foam), etc. The sanitary appliances’ outlet conduits shall be in PVC tubes, including workmanship, connections and the needed accessories: elbows, clawbar T, cleanout plugs, etc. as well as the glued binding and junctions. All the valves and fittings will be selected in order to limit as much as possible hydraulic load loss. The price is per unit of appliance installed.

8.3.1. Washing SinkStainless steel bedded sink, reversible (with no head guard) type TWYFORD or similar. Dimensions 500x860mm Fixing through bedding into the lab benches Stainless steel drain hole (32mm, siphon with a bottom that can be disassembled and height-adjustable in white polypropylene). Plug with a small chain and a fixing place. Integral overflow. 1 Faucet E.F Hose bib faucet with a single hole, chrome plated, of the type Ulysse D1789AA PORCHER or similar.

8.3.2 Wash Basin White hand rinse basin. Type TWYFORD or similar. Dimensions 450mmx 385mm. Fixed on plastic-coated cast iron, Stainless steel drain hole (32mm, siphon with a bottom that can be disassembled and is height-adjustable, in white polypropylene).1 Faucet E.F Hose bib faucet with a single hole, chrome plated, of the reference CL 4811WH.

8.3.3 Flush Toilets White close couple WC pan, model TWYFORD. Complete flush cistern, reference CL 1148WH. Silent mechanism in brass. Position of the set: floor level. Vertical or horizontal outlet.

8.3.4 Shower Accessories for a wall shower (installed through a connection from the concrete floor, finished in stoneware). Drain hole of 60mm.


Wall-hanged faucet for cold water; with a hand spray on a flexible pipe on a vertical bar. Type shower set D6019AA PORCHER or similar.

8.3.5 Floor Drain Hole Supply and installation of a floor drain of 200mmx200mm fully made in PVC delivered with a curb box base and a rosette with pull-down handle which fosters self-cleaning of the rabbet. Trap seal of 60mm in accordance with BS. Vertical outlet of 75mm of diameter on the manhole beneath the floor (Lot Carcassing), including all unidentified requirements Concerns: Health Posts


SECTION 9: ELECTRICITY GENERAL CONSIDERATIONS The present description of works is about Electrical installation – circuits, air conditioning/ventilation as they appear in the drawings, plans, and written documents. Please refer to the Technical Specification for the technical requirements. The installation shall be done in accordance with standards in force. Content of the worksIn accordance with plans and diagrams as well as standards, the Contractor awarded the present lot will ensure the full supply and installation of the followings: - All electric gears, switches, plugs, push-buttons, etc. - All the main and secondary electric conduits, sheaths, wires, etc. - All the lighting equipments, lights and bulkhead light fittings; - All the electric cabinets, boxes, and boards; References documents - The Technical Specifications - The present Description of Works - Shop drawings - Electricity plans and diagramsRegulations The installations shall comply with the British Standard and its application texts, especially as regards 30mA- earth leak circuit-breaker on plugs’ terminal circuits. The protection shall be ensured according the diagrams of the Standard NFC 15 100 (TT cut upon the very first isolation defect).

9.1. INSTALLATION9.1.1 Earthing The earth electrode shall be made up of three earth stakes linked by a bare copper wire of 29mm² in section forming an equilateral triangle with 2m-sides for the rehabilitated building of the technical premises. The earth electrode outlet shall lead to a bar placed outside (included in the works and services). The Earthing shall be made up of a bare copper wire of a section no less than 29mm², buried in the excavation bottom and making a loop, for the new buildings. The linking of the bar and the electric switchboard will be through an insulated copper wire with a same section as the loop. The amount of the works is a lump sum for the entire works. Location: on earth in the foundation. Concerns: Health Posts; Civic Center and Agro-processing

9.1.2 Electric Panel BoardsAppearance:


Each box shall have to be of the modular type with a bib and a door fitted with knobs and RONIS locks with a standardized key (a single key for all the cabinets). The finish and the colors shall be those in the range provided by the manufacturers and selected by the Client. They shall bear on their front, bedded on the pediment or door, all the gear for light signaling, measurements, and controls of circuits (switches, changeover switches, push-buttons, etc.). They shall be of the type MEM or similar. Equipment: All the internal gear shall be fixed either on support plates or on bars type Din Rail or equivalent, to be rigid. No bridge shall be found between two appliances, and the joining shall be done through a set of properly sized switchboard busbars. Each cabinet shall include: - An Omni-polar load-breaking device, through a switch or a circuit-breaker, with external control; - A contactor for automatic load shedding; - A set of copper bars; - A ground bar, a copper bar of appropriate section or terminals blocks of the ground bar type. - All the selective protection equipment as well as the equipment for circuits, controls (contactor, remote

control switch, timer, etc.), remote control, support relays, etc. The choice of protection circuit-breakers (whether secondary or terminal) will be based on the presumed short-circuit intensity, at their points of installation, (in addition to the current’s rating). In some cases, the rules of relationship with the upstream circuit-breakers may be used (provided that their cutting power is at least equal to the presumed short-circuit intensity at their installation points). Protection with DR in the cabinet provided by other technical lots shall be at their charge. However, the Contractor awarded the present lot shall have to communicate all information needed for choosing the devices: - Intensity of short-circuit at the delivery points; - Sensitiveness of DR to ensure normal selectivity for switching on default current. - Adjustment of upstream protections.

Wiring and Tag Marking All the wiring shall be made with isolated copper wire, of appropriate section, of the SV series, in PVC conduits and shall lead to the start terminal blocks. The tag marking shall include long-lasting identification of all the equipment components: numbering of terminal blocks, marking of wires with TWIN HELAVIA clamps. Each appliance is to be tagged with a an engraved sticker (the use of DYMO label is to be avoided) The price is for the entire panelboard unit installed (including sheathing and wires’ raceway)

9.1.2.1 Distribution panel board for health post9.1.2.2 Distribution panel board for Civic centre9.1.2.3 Distribution panel board for Agro-processingConcerns: Health Posts; Civic Centre and Agro-processing

9.2 EQUIPMENT Conduits In order to simplify costing and avoid confusions and errors, it has been agreed that the cost of piping and wiring of the electric installations shall be included in the selling price of each element of lighting, sockets, etc. except for the wires waiting for the technical services, which shall be sold per linear meter. For each of the appliances defined hereafter, the cost is inclusive of cracking and fixing of pipes and knockout boxes into the floor or the walls, wiring as well as all fixing and any other accessories needed for complete installation. However, the piping and the wiring must meet the following requirements:

PipingThey shall be of the following types: - Grey flexible PVC for the piping to be buried in the concrete, whether fixed before the dressing or

through cuts in partitions; - Rigid grey for visible installations according to the system “metro”; - Enameled steel MRB tube for installing premises with mechanic, fire, or explosion risks;

Wiring


Except when otherwise specified, the section of intense current cables cannot be less than 1.5mm². Water-tight inlets will be made with PVC cable glands. All the general wiring will bear tag markings (start-end-number) and their fixings on raceway support will be at the rate of 3 bands per meter. The wiring thus installation shall conform with plans and documents in the following series: Single cables: Wires UNION HO7V-U: 1x1.5mm² in pipes for supplying lighting

UNION HO7V-U: 1x2.5mm² in pipes for supplying sockets Non single cable:Cables A05VV-U 3x1.5mm² in pipes for supplying lighting

A05VV-U 3x2.5mm² going through the pipes for sockets

Distribution box It must be noted that no device or device box can serve respectively as a distribution point or box. The distribution boxes shall be of the bedded type or if apparent of the plexo type, of a dimension suitable for the number of wires and connections. The identification shall be done with final numbering on the as-built plans.

9.2.1 LightingThe interior lighting of the building shall be ensured through incandescent lighting devices or fluorescent lights. The lighting devices and the lights shall be supplied and installed fully equipped and balanced. All the references hereafter shall be identical or similar. The tubes will be of the type of OSRAM or equivalent. The price is per unit of device installed (including piping and wiring).

9.2.1.1 Water-tight bulkhead lights100W lamp (mounted on ceiling or wall) Supa Lux Ref: DLKER 28BOL

9.2.1.2 Bulkhead lights100W lamp (mounted on ceiling or wall) Supa Lux Ref: DLKES 28BOL. The interior lighting of the building shall be ensured through incandescent lighting devices or fluorescent lights. The lighting devices and the lights shall be supplied and installed fully equipped and balanced. All the references hereafter shall be identical or similar Concerns: Health posts; Civic centre and Agro-processing

9.2.2 Installations All the equipment shall bear the quality label IEE and shall be of a model that are fixed with screws, whether apparent or bedded, watertight or not, according to the nature of the premises or their location. Except otherwise specified, the standard heights of their location against the finished floor shall be as follows: - Switches: 1.10m and 0.15m from door frames - Power sockets (dry rooms): 0.30m- Power sockets (wet rooms) 1.20m at least: Special layout (counter tops and other uses) shall be defined during installation. The Contractor will have to take into account the plans of equipment and provide for their electric supply. All the references hereafter are identical or similar. The standard installation shall be fixed with screws of the conduit type, of the brand SLIMLINE PLUS with conduit boxes SUPERBOX, reference 89125, reference 89320 and the followings. The price is per unit of devices installed (including piping and wiring) Location: According to the electricity plans Standard installations 9.2.2.1 Switch - type Slimline Plus - ref: S8431-29.2.2.2 Sockets 10/16A - type Slimline Plus - ref: S2757/ S2747Watertight installation:9.2.2.3 Watertight Sockets - serie Plexo 55 - Legrand - ref: 91644Concerns: Health Posts; Civic Center and Agro-processing



SECTION 10: METAL WORKS GENERAL CONSIDERATIONS:The Contractor shall be in charge of iron and steel works, as described in the drawings, plans, and written documents. The requirements are those defined in the Technical Specification. Hardware and fittings will have to be adapted to the different types of joinery proposed. They will also necessarily be of top quality, in stainless steel or chromium-plated brass. Models will be subject to the Project Supervisor’s approval. The various materials used for the ironworks’ implementation will have to meet the British Standards Institutions’ standards’ specifications or, failing that, the provisions of the REEF. All ironworks shall be implemented either in iron-sections, sheet metal, or tubes. The Contractor shall provide the anti-rust protection of ferrous metals elements before departure to the site and alterations after installation.All doors will be fitted with a rubber-capped doorstop, which will be positioned so as to prevent the knob from hitting the wall.

10.1 DOORS The metal door with transom shall be made as follows: The price is per unit installed Location: External doors

10.1.1 Double Door With Transom (DDWT)Door frame:

50mm angles out of three directions including sealing fastenings welded onto the frame.50mm T-piece crosses out of the top of the door and the transom.The frame of the transom shall be made of rectangular metal tube fabricated 40 mm x 20 mm out of the 4 sides with 15 mm square steel tube for water protection on top and bottom of the transom (welded on the frame).2 x 25 mm square metal tubes welded to the frame as burglar protectionDimension of the frame: 120 cm x 255 cm (top of the transom to the floor)

Opening (Door leaf):40 mm angle on the 4 sides and divided horizontally by a 40 mm T-piece. Frames are to be infilled with 20 gauge sheet steel, welded onto interior face of the angles at minimum 200mm centres, evenly spaced along all edges.

Welded handle fixed to keep door in place while locking beside the lock/slot.On each leaf shall be weld a metal flats 40 X 4 mm to serve as batten for half’s central part.One door leaf shall be fixed at the top and bottom bolts (including the bolt’s locking part slotted in the floor).

Dimension of the double-door: 1200mm x 2100mmIronmongery:

3 steel hinges of 140mm plates to be welded to the frame of each door leaf and to the overall door frame when the leaf is suitably aligned.1 x 3 lever mortice lock & latch set complete with aluminium anodized handles fixed on back plates with integral or separate lock escutcheon as appropriate

Door liner: Bricard set (classical Québec look) or similar.Naco mechanisms: Louvre mechanisms:

Adjustable proprietary louvre frames) screwed on the transom frame. Three clear glass blades (polished field) of 6 mm of thickness and 152 mm broad. Length according to dimensions of the transom


Concerns: Health Posts; Schools

10.1.2 Single Door With TRANSOM (SDWT)Door frame:

50 mm angles out of three directions including sealing fastenings welded onto the frame.50 mm T-piece crossing out of the top of the door and the transomThe frame of the transom shall be made of rectangular metal tube fabricated 40mm x 20mm out of the 4 sides with 15 mm scare full metal tube for water protection on top and bottom of the transom (welded on the frame).2 square metal tube of 25mm welded on the frame as burglary protectorDimension of the frame: 90mm x 255mm (top of the transom to the floor)

Opening (Door leaf):40 mm angle on the 4 sides of adjustable proprietary louvre frames) screwed on the transom frame. Three clear glass blades (polished field) of 6 mm of thickness and 152 mm broad. Length according to dimensions of the transom and divided in the middle by 40 mm T-piece. Frames are to be infilled with 20 gauge sheet steel, welded onto interior face of the angles at minimum 200mm centres, evenly spaced along all edges. Welded handle to keep door in place while locking to be fixed beside the lock/slot 40mm X 4mm metal flats bars to be welded to serve as batten for half.

Dimension of the door: 900mm x 2100mm.Door-fixing:

3 steel hinge plates to weld of 140 mm 1 lock to slot standard Bricard (ref.: 6430) with gun (ref.: 7330) or similar

Door liner: Bricard set (classical Québec look) or similar.Adjustable louvre mechanisms:

Adjustable proprietary louvre frames) screwed on the transom frame. Three clear glass blades (polished field) of 6 mm of thickness and 152 mm width. Length according to dimensions of the transom

Concerns: Health Posts; Schools

THE METAL DOORS WITHOUT TRANSOM SHALL BE MADE UP AS FOLLOWS: 10.1.3 Double Door Without Transom(DDWT)Door frame:

50mm angles out of three directions including sealing fastenings welded onto the frame.50mm T-piece crosses out of the top of the door and the transom.Dimension of the frame: 120 cm x 210 cm (top of the transom to the floor)

Opening (Door leaf):40 mm angle on the 4 directions and share in the middle by 40 mm T-piece. Frames are to be infilled with 20 gauge sheet steel, welded onto interior face of the angles at minimum 200mm centres, evenly spaced along all edges.

Welded handle fixed to keep door in place while locking beside the lock/slot.

On each leaf shall be welded metal flats 40mm X 4mm to serve as batten as well as 2 staples points formed of metal flat bars 40mm X 4 mm (drilling centred to 15 mm) for pad-lock.

One door leaf shall be fixed at the top and bottom bolts (including the bolt’s locking part slotted in the floor).

Dimension of the double-door: 1200mm x 2100mm.Ironmongery:

3 steel hinges of 140mm plates to be welded to the frame of each door leaf and to the overall door frame when the leaf is suitably aligned.1 x 3 lever mortice lock & latch set


Door liner: Bricard set (classical Québec look) or similar.Naco mechanisms:

Mechanisms with directional steel blades galvanized standard NACO; ordering of the blades will be done via a deformable parallelogram (2 vertical bars ordering the orientation of the blades) screwed on the transom frame. Three clear glass blades (polished field) of 6 mm of thickness and 152 mm broad. Length according to dimensions of the transom

Concerns: Luck-up Markets; Agro-processing

10.1.4 Dwarf gatesStiles:

50 mm angles (height 90cm). Binding with hooked fastenings welded to the low walls.Opening (Door leaf):

40mm equal-leg angle in the 4 directions; Filled with metal mesh 15mmx15mm buried inside the angle and maintained by 20mm square full tube. In the leaf’s central part, there shall be fixed a 30mm flat bar acting as stop block against the stile.

Gate fixing: 2 steel hinges of 110mm to be welded to the frame.Closing shall be with a horizontal sliding bolt and device for a padlock.

Concerns: Agro-processing

10.2 WINDOWSThe metal Windows surmounted with transom shall be made up as follows: The price is per unit installed

10.2.1 Anodised Aluminium Casement Windows

Windows for all buildings to have the following specifications:

a) Description: Anodised aluminium casement windows with hinge glazed with 5mm thick clear/plain glass complete with handles/locks, safety pins and all other accessories.

b) Materials: Aluminium profiles: Nigalex or equivalentc) Glass: Plain clear glass of 5mm thickd) Window Type: Casement with top fixed lighte) Dimension: Casement panel – 1200mm x 600mm (2 X per window)f) Top fix light: 450mm x 1200mmg) Burglar Proof: 20mm hollow steel pipes at 20cm centres treated with anti-rust and coated with aluminium finish.

Naco mechanisms: Mechanisms with directional steel blades galvanized standard NACO; ordering of the blades will be done via a deformable parallelogram (2 vertical bars ordering the orientation of the blades) screwed on the transom frame. Three clear glass blades (polished field) of 6 mm of thickness and 152 mm broad. Length according to dimensions of the transom

Concerns: Health Posts; Schools; Civic Centre; Agro-processing

10.2.2 Transom Window (TW)FRAME:

40 x 40 mm rectangular metal tube out of the 4 sides with hooked fastenings welded onto the frame.15 mm scare full metal tube for water protection on top and bottom of the transom (welded on the frame).2 square metal tube of 25 mm welded on of the frame as burglary protector


Dimension of the frame: 750mm x 560mm (external dimension)Naco mechanisms:

Mechanisms with directional steel blades galvanized standard NACO; ordering of the blades will be done via a deformable parallelogram (2 vertical bars ordering the orientation of the blades) screwed on the transom frame. Three clear glass blades (polished field) of 6 mm of thickness and 152 mm width. Length according to dimensions of the transom

Concerns: Health posts

10.2.3 Attic VentilationFrame:

Square – 60cm x 60cm fabricated in 50 mm x 4 mm flat bar, welded at corners and including 2 no building-in straps on each vertical side. With angled louvers formed with 75mm x 3 mm flat bar welded at each end to the frame.The frame to be built in with galvanized insect wire covering the back face of the frame wrapped around the sides and bound with a loop of 16 gauge galvanized wire to retain it while building in.

Concerns: All projects*** END OF SECTION ***

SECTION 11: WOOD CARPENTRY GENERAL CONSIDERATIONSThe Contractor shall be responsible for interior and exterior carpentry works, as described in the drawings, plans, and written documents. The requirements are those defined in the Technical Specifications. Wood species: All carpentry to be painted or varnished and shall be in local hardwood, namely Iroko or equivalent, and shall be seasoned, fungicide- and insecticide-treated. This is required for all timber delivered to the building site. All screws and bolts, of the appropriate length should be in chrome-plated brass. All doors shall be fitted with a rubber-capped doorstop, which shall be positioned so as to prevent the knob from hitting the wall.

11.1 DOORS 11.1.1 Solid Core Flush Doors (SCFD)Wooden doors shall be made up as follows: Door frame:

Door Frames to be of local hardwood. Painted including two stiles with 2 rails of 50mm x 180mm and groove to fit the door.Fix frame with mortise and tendon joints bound to the wall with hook fastenings of four (4) no per stile and two (2) on the top rail.Battens in hardwood of 10mmx40mm shall be studded on the periphery of the door frame.

Opening (Door leaf):35mm thick flush finished, constructed hollow and filled with draw sheets.The WC doors shall be cut and fixed at 100mm clearance from the Floor.

Door-fixing:3 electronic hinges of 140mm in chromium-plated brass per leaf 1 lock of the Bricard type; (series 900) with barrel (Brima type) or similar.

Ironmongery:3 hinges of 140mm in chromium-plated brass per leaf 1 x 3 lever mortice lock & latch set complete with aluminium anodized handles fixed on back plates with integral or separate lock escutcheon as appropriate – for WC doors bathroom type latch set and furniture.

Door liner: Bricard set (classical Québec look) or similar.


Size of the opening frame : 83cm x 203cmThe price is per unit of device installed Location: Interior doors Concerns: Health Posts; Civic Centre

11.1.2 Solid Double Leaf DoorsLouvred doors shaill be made up as follows: Door frame:

Door frames in local hardwood to be painted including two stiles with 2 rails of 50cm x 255mm and groove to fit the door.Fixed frame with mortise and tennon joints bound to the masonry with hooks fastenings at the rate of four (4) per stile and four (4) on the top rail.

Opening (Door leaf):Each door be constituted in local hardwood to be painted of 125mmx30mm stiles dado-assembled. The door will reinforced be rails of 125mmx30mm (in the shape of Z). One leaf will equipped by top and bottom bolts (including the bolt’s locking part slotted in the floor). The second one will be etched with a flat edge of 40x15 to serve as batten for half’s central part.

Door-fittings:3 brass hinges; 450mm per leaf. 1 lock of the Bricard type; (series 900) with barrel (Brima type) or similar to be slotted.

1 metal hook on each leaf for pad-lock. Door liner: Bricard set (classical Québec look) or similar.Size of the opening frame: 3600mm x 3000mm (leaf : 1800mm x 3000mm)The price is per unit of set installed Location: Main doors Concerns: Ware-house


SECTION 12: PAINTWORK GENERAL CONSIDERATIONSThe Contractor awarded the present lot shall be responsible for painting works, as described in the drawings, plans, and written documents. The technical requirements are those defined in the Technical Specification. All primers required for perfect application as well as those required for the paints’ perfect adhesion shall be due and the lists of primers provided as part of the structures’ description are not restrictive and just indicate minimal requirements. The price agreed for the execution of paintworks includes preparatory works such as: scrapping, brushing, sanding, sealing, dusting, washing, degreasing, rust scraping and removal, sealers, etc., which are necessary to the structure’s good presentation. These operations shall be executed in compliance with the prescriptions of the BSAs primary standard, supply shall use the product catalogue of the Sandtex Paints of Portland Paints & Products Nig. Company.

12.1 PAINTWORKS FOR JOINERY12.1.1 Alkyd Resins Lacquered Paint for Wood All wooden structures are delivered with two layers of insecticide-fungicide treatment product by the Contractor.Preparatory works on joineries: - Dusting; - Filling; - One or two coats of smoothed multi-layer rendering of “Sandtex Paint” or similar, following the quality of the material; - Dry sandingPainting work:- One prime coat


- Two top coats of Alkyd enamel paint.Properties:- Finish: satin- Embossment: even- Tint: bright – following the Supervisor choice - Type: “Sandtex gloss finish Paint’’ or similarThe price applies to the meter square of lacquered paint. Location: Exterior and interior carpentry and visible parts of carpentry and the frameworks. Concerns: All projects

12.1.2 Alkyd Resin-based Lacquered Paint for MetalAll metal structures are delivered with two layers of anti-rust paint by the Contractor.Preparatory works: -Degreasing; - Sanding; - Dusting; - Possible retouching of rust preventive Painting work:- Two top coats of Alkyd enamel paintProperties:- Finish: satin- Embossment: even- Tint: bright – following the Supervisor choice- Type: “Sandtex gloss finish Paint’’ or similarThe price applies to the meter square of Paint applied. Location: Exterior and interior metal-works and visible parts of the frame. Concerns: Hall projects (except warehouse and open-market)

12.2 PAINTWORKS FOR WALLS AND CONCRETE STRUCTURES Preparatory works on new walls: - Filling; - Brushing; - dusting; - One or two coat(s) of smoothed multi-layer rendering of ‘’Sandtex Vinyl Matt EmulsionPaint’’ or similar, according to the material’s quality.Painting work:- One prime coat- Two final coatsProperties:- Finish: mat- Embossment: even- Tint: bright for the lower parts (up to 1. 50ml; walls not fitted with faiences); pastel shade for

the upper part – following the Supervisor choice.

12.2.1 Acrylic Paint for Exterior Walls up to 1.50 m- Type: ‘’Sacclux Wall Satin Paint’’ or similar

12.2.2 Acrylic Paint for Interior Walls above 1.50 m- Type: ‘’Sandtex Vinyl Matt Emulsion Paint’’ or similarThe price applies to the square meter of acrylic paint.Location: Upper parts of all exterior and interior walls and concrete slabsConcerns: All projects.

Specifically internal classroom paint should be brilliant white with half of the wall from the bottom (about 1.5m high) painted in gloss to avoid stains.

12.3 PAINTWORKS FOR CEILINGSAll material intended for ceilings shall be coated with two layers of insecticide-fungicide treatment product by the Contractor. Preparatory works: - Dusting; - Filling with ‘’Putty’’ or similar; - Dry sanding.Painting work:


- One prime coat of ‘’Sandtex Vinyl Matt Emulsion Paint’’- Two layers of finishing coatsProperties:- Finish: mat- Embossment: even- Tint: Pastel shade – following the Supervisor choice

12.3.1 Acrylic Paint for Ceilings in Ply Wood-Type: ‘’Sandtex Vinyl Matt Emulsion Paint’’ or similarThe price applies to the square meter of paint. Location: Ceilings and ventilations of ceilings.Concerns: All projects


SECTION 13: AGRO-PROCESSING EQUIPMENTThe contractor handling this lot shall be responsible for the supply, delivery, installation and commissioning of Agro Processing Equipment. This includes at least a 2-year stock of fast moving spares as well as training of users and all other unidentified items necessary for complete installation and functioning of the equipment. The tender price includes the machines and other accessories that are required for functional installation that is not mentioned in the technical specification.General requirements

1. The machines have to be constructed in conformity with Nigerian safety standards and regulations or higher for mechanical and electric parts;

2. All hot surfaces must be insulated to avoid harming the operators;3. Rotating parts must be protected accurately against accidental access; 4. Sharp edges have to be avoided;5. It is a requirement for the Supplier to provide full technical documentation, including

shop drawings of the equipment, detailed design of the fixing points to the basements if needed, user points for electric power, water, other auxilliaries where needed;

6. Complete manual handbook for machine operation and maintenance in English language;

7. The machine technical specifications describing the minimum quantity, and quality equipment requirements envisaged to achieve the required production of 500 kg per day of finished cassava Garri and 400 lt per day of Crude Palm Oil. The Supplier is fully responsible for all eventual improvements that might be needed. It is the Supplier’s responsibility to provide the equipment suitable for the stated conditions both in technical and economical terms.

8. Some of the machines might be installed on existing concrete basements whose dimensions are indicated in the specifications. The Contractor will check the technical and dimensional suitability of the basements before installing the equipment and He is responsible for correct coupling and functioning of the equipment He has supplied.

Price is per unit set of equipments installed.

13.1 CASSAVA MILL PROCESSINGThe cassava processing mill shall consist of the following machines;


13.1.1 Cassava Grater13.1.1 N° 1 Cassava GraterThe grater grinds cassava tubers into pulp and granulates pressed lump material. The grater consists of a grating drum (an electric motor-driven steel granular cylinder), feeding hopper, drum housing with outlet for cassava, steel frame, and supporting legs for fixing to the floor. The outlet product height is approximately 300 mm to allow collection of grated product.All parts in contact with the product have to be in stainless steel.SpecificationsCapacity: 500 kg/hourPower Source: 5 kW Electric motor, 380 V, 50 Hz, 3 phasesInstallation: To be installed on a double reinforced concrete floor of 200 mm thickness

13.1.2 Screw Press (Manual Press) This equipment is designed to extract water from a batch of fresh cassava by turning a screw rod manually and pressing. The machine is made of:

Supporting structure of painted carbon steel provided of legs and supporting feet able to resist to a load of 20 metric tons (MT) with certification from an accredited laboratory. Test load 20 Tons.

Water collecting tray, discharge height approx. 300 mm Reinforced pressing rod with cranck Reinforced pressing plate

SpecificationsCapacity: 100 / 150 kg/ batchInstallation: To be installed on a double reinforced concrete floor of 200 mm thickness

13. 1.3 Hydraulic pressThe Hydraulic press is machine operated by a hydraulic/ manual pump for dewatering of Cassava pulp, complete with a water tray and accessories. This equipment is designed to extract water from a batch of fresh cassava by means of a manually actuted hydraulic jacket. The machine is made of:

Supporting structure of painted carbon steel provided with legs and supporting feet able to resist to a load of 30 MT with certification from an accreditated laboratory.

Operating load 30 Tons. Test load 40 Tons.

Hydraulic heavy duty cylinder manually actuated. The hydraulic device has to be able to provide the adequate load and stroke. It mut be designed to resist to heavy duty and continuous operations.

Water collecting pane, discharge height approx. 600 mm Reinforced pressing plate

SpecificationsCapacity: 100 – 300 kg/batchInstallation: To be installed on a double reinforced concrete floor of 200 mm thickness

13.1.4 2 No. FryersStainless steel frying pans 3 mm thick, suitable for manual fire wood/gas use with long frying spoon of same quality of material and properties.Main features:Capacity: 50 kg /h, adequate to provide the desired capacity of the plantFryer Size: 120 cm x 180 cm x10 cm approximatelyPower source: Charcoal or Agro waste


The equipment is made of the following components:Frying ovenAppropriate structure with the open end left for firing the oven built to the size of the frying pan. The oven shall be constructed as follows;- Full masonry cement stabilized laterite blocks of suitable dimensions or equivalent material- Cement stabilized lateritic morta for block work- Flooring in smoothened with a curveture to hold fire ambres- Finising with cement stabilized lateritic plaster externallyInstallation of heat vent of 150 mm cement fibre pipe and chimney from oven to above roof top.

13.1.5 SifterA sifter is a device for sifting of grated Cassava before frying. All parts in contact with the mill product in stainless steel. A Sifter is composed of:- Main carbon steel frame- Vibrating table - Discharge hopper- Electric motor

Specifications

Capacity: 50 kg /h, adequate to provide the desired capacityOverall imensions: 200 cm x 200 cm x 100 cm approximatelyPower source: On board electric motor 2,2 kW, 380 V, 50 Hz, 3 phases

13.1.6 Power Engine Electric power generator able to supply the grater and sifter motors thorugh a main panel switch board. It is complete of:

- Supporting structure with antivibration feet- Diesel engine- Alternator 380 V, 50 Hz, 3 phases

Power source: Diesel poweredCapacity: 20 HP minimumAlternator size: 15 KVAInstallation shall be on 20 cm thick double reinforced concrete floor. The generator could be installed in a closed separate room to reduce the noise in the working area. The Contractor is fully responsible for the selection, supply, delivery and the installation of the power generator in accordance with the technical specifications of the equipment he is going to deliver.

13.2 OIL MILL PROCESSINGThe Palm oil processing mill shall consist of the following machines;

13.2.1 Bunch Stripper Steel constructed machine used for removal of palm fruits from bunches and operated by electric motor and carried on steel frame or legs.Main features:Capacity: 500 kg of bunches/hourInstallation: To be installed on a double reinforced concrete floor of 200 mm thicknessPower source: 7,5 kW Electric motor, 380 V, 50 Hz, 3 phases

13.2.2 No. 1 Steam GeneratorSteel constructed device for softening palm fruits by heating easy digesting. The steam generator is constituted by


- Cylindrical vertical or horizontal body- steam generation chamber- steam expansion and distributing chamber.

The steam generator has to be fully insulated with at least 10 cm of rock wool and lined up with aluminium or metal external sheet.The supply is complete with insulated steam pipeline to the two heating tanks located over the digester.Main features:Capacity: 500 kg/h of steam at atmospheric pressure or higherPower source: Charcoal or Agro wasteInstallation: To be installed on a double reinforced concrete floor of 200 mm thickness

13.2. 3 No. 1 Digester with overhead sterilizersMachine for releasing the palm oil in the fruit through the rupture or breaking down of the oil bearing cells. It consists of

- Two 1 c.m. insulated overhead sterilizing tanks located over the digester itself. These two tanks are heated with steam coming from the steam generator and are provided with upper doors for feeding with product, lower doors for heated product download to the digester, hoppers for connection to the digester, condensate separator and condensate discharge pipes;

- One supporting carbon steel structure with four legs to be bolted to the floor;- One access ladder;- Digester, composed of:

- Main carbon steel cylindrical body;- Rotator beater arms that break outer skin to release oil;- On-board electric motor;- Supporting feet.

Main features:Capacity: 1000 kg of fresh fruits/hrInstallation: To be installed on a double reinforced concrete floor of 200 mm thickness.Power source: 7,5 kW Electric motor, 380 V, 50 Hz, 3 phasesMaximum height: 2 500 mmProduct discharge height, 600 mm

13. 2. 4 Screw Press (Manual Press)Carbon steel manually operated device for separation of fibre and kernel from the liquid sludge coming from the digester, consisting of perforated chamber for retaining the solid waste and a pressure lid where pressure is applied.The machine is made of:

Supporting structure of painted carbon steel provided of legs and supporting feet able to resist to a load of 20 Tons with certification from an accreditated laboratory. Test load 20 Tons.

Perforated extraction drum made of painted carbon steel capacity 75 - 90 kg Oil collecting collecting tray, discharge height approx. 600 mm Reinforced pressing rod with cranck Reinforced pressing plate

Main features:Capacity: 75-90 kg/ batchInstallation: To be installed on a double reinforced concrete floor of 200 mm thickness


13. 2.5 Hydraulic Press Steel constructed device (manually/hydraulic operated) for separation of fibre and kernel from the liquid sludge from the digester, consisting of perforated chamber and for retaining the solid waste and a pressure plate where pressure is applied.The machine is made of:

Supporting structure of painted carbon steel provided of legs and supporting legs able to resist to a load of 30 Tons with certification from an accreditated laboratory.

o Operating load 30 Tonso Test load 40 Tons

Hydraulic heavy duty cylinder manually actuated. The hydraulic device has to be able to provide the adequate load and stroke. It must be designed to resist to heavy duty and continuous operations.

Perforated extraction drum made of painted carbon steel capacity 150 / 250 kg Oil collecting pane, discharge height approx. 600 mm Reinforced pressing plate

Main features:Capacity: 150– 250 kg/batchInstallation: To be installed on a double reinforced concrete floor of 200 mm thickness

13.2.6 2 No. Oil ClarifiersMachine for separation of Palm Oil from the sludge which consists of palm oil, water, cell debris and non oil solidsMain features:Capacity: 100 litres/batch of Palm OilPower Source: Charcoal or Agro waste

13.2.7 Kernel Cracker/SeparatorMachine for separation of kernel from fibre and other solid residues of the milling process. The machine is mounted on steel stands and powered by an electric motor.Characteristics:Capacity: 100 kg/hrPower source: 5 kW electric motor, 380 V, 50 Hz, 3 phases

13.2.8 POWER ENGINE Generator to supply Electric power to Bunch Stripper, Digester and Kernel Cracker motors.Power source: Diesel poweredCapacity: 20HPMake: Lister engine or similarInstallation shall be on 100mm thick reinforced concrete base of 1200 x 1200mm dimension.

*** END OF DESCRIPTIVE ***


SECTION 14 INDICATIVE PROJECT LOCATIONS

Locations of projects type in the communities of each Local Government for each State are shown in the table below. Exact designation of project types in communities will be subject to confirmation at Contract signing.


IDENTIFIED COMMUNITIES IN ABIA STATE: LOT 1

ABIA STATE – Lot 11. IKWUANO LGA

S/No. LGA Community Type of MP

1 IKWUANO Ndiorie Ikwuano Civic Centre2 IKWUANO Ariam Elu-Elu Civic Centre3 IKWUANO Itunta Umuokoo-Ibere Health Centre4 IKWUANO Obuohia Obi-Ibere Civic Centre5 IKWUANO Ekperi Osoaji School Block6 IKWUANO Umuezeukwu, Umuokeigbo Civic Centre7 IKWUANO Umudike Ukwu Civic Centre8 IKWUANO Isiala Ibere Civic Centre

9 IKWUANO Amaoba Ime Civic Centre10 IKWUANO Ala-Ala Oboro, Ogbuelle Palm Oil11 IKWUANO Awomukwu Civic Centre12 IKWUANO Oboni, Ikemba Palm Oil13 IKWUANO Umuariaga Civic Centre14 IKWUANO Ndorro Oboro Palm Oil15 IKWUANO Azuiyi Open Market16 IKWUANO Ajatan'igu Closed Market17 IKWUANO Usaka Ukwu Civic Centre18 IKWUANO Ahuwa Civic Centre19 IKWUANO Umuokezie Okwe Civic Centre20 IKWUANO Ugwu Ibere Open Market


ABIA STATE – Lot 12. UMUAHIA NORTH LGA

S/No. LGA Community Type of MP1 UMUAHIA NORTH Nkatalike Civic Centre

2 UMUAHIA NORTHOhokobe Mbaocha, Ndume-Ibeku Lock-up Market

3 UMUAHIA NORTH Ihite Ude Ofeme Palm Oil4 UMUAHIA NORTH Umuagu Emede Civic Centre5 UMUAHIA NORTH Umubaa Amuzukwu Ibeku Civic Centre6 UMUAHIA NORTH Umudawa Health Centre7 UMUAHIA NORTH Umueleghe Amuzukwu Ibeku Civic Centre8 UMUAHIA NORTH Iyienyi Ibeku Civic Centre9 UMUAHIA NORTH Umuhueze Umuhute Water

10 UMUAHIA NORTH Umuawa Alaocha Lock-up Market11 UMUAHIA NORTH Umuohu Okpula Mbaocha Palm Oil12 UMUAHIA NORTH Umuakam Afugiri Palm Oil13 UMUAHIA NORTH Umuohu Azueke Ndume Civic Centre14 UMUAHIA NORTH Udide Emede Ibeku Water15 UMUAHIA NORTH Umuajiji Isieke Palm Oil16 UMUAHIA NORTH Ohobo Okwulaga Palm Oil17 UMUAHIA NORTH I.D.U., Iyienyi Ibeku Civic Centre

18 UMUAHIA NORTHUmuagbom Umukabia, Ohuhu Open Market

19 UMUAHIA NORTH Umuafai Lock-up Market20 UMUAHIA NORTH Ekeokwuru, Ohuhu Civic Centre


ABIA STATE – Lot 13. UMUAHIA SOUTH LGA

S/No. LGA Community Type of MP1 UMUAHIA SOUTH Ezeleke community Closed Market2 UMUAHIA SOUTH Amakama Civic Centre3 UMUAHIA SOUTH Alaoji Amakama Open Market4 UMUAHIA SOUTH Ogbodiukwu Civic Centre5 UMUAHIA SOUTH Okwurulevo, Umuosu Palm Oil6 UMUAHIA SOUTH Umugwuezi Village Water7 UMUAHIA SOUTH Old Umuahia Lock-up Market8 UMUAHIA SOUTH Nsukwe Palm Oil9 UMUAHIA SOUTH Olokoro Civic Centre

10 UMUAHIA SOUTH Agbama Civic Centre11 UMUAHIA SOUTH Umuobia School Block12 UMUAHIA SOUTH Umuokpara Clan School Block13 UMUAHIA SOUTH Umuekwule, Ezeleke Health Centre14 UMUAHIA SOUTH Umuihie, Umuokpara Palm Oil15 UMUAHIA SOUTH Ohiya School Block16 UMUAHIA SOUTH Obizi Open Market17 UMUAHIA SOUTH Mgbarakuma School Block18 UMUAHIA SOUTH Amibo School Block19 UMUAHIA SOUTH Abam Civic Centre20 UMUAHIA SOUTH Amuzu Closed Market


IDENTIFIED COMMUNITIES IN AKWA IBOM STATE: LOT 2

AKWA IBOM STATE – Lot 21. URUE-OFFONG/ORUKO LGA

S/No. LGA Community Type of MP1 URU-OFFONG/ORUKO Eyokpifie Water2 URU-OFFONG/ORUKO Umume Water3 URU-OFFONG/ORUKO Ayoku Health centre4 URU-OFFONG/ORUKO Mbokpu Uko Akai Health centre5 URU-OFFONG/ORUKO Ikpe Oro Health centre6 URU-OFFONG/ORUKO Tech. College, Oruko School block7 URU-OFFONG/ORUKO Ubodung School block8 URU-OFFONG/ORUKO Ukuko Secondary School School block9 URU-OFFONG/ORUKO Udung Uwe Civic centre

10 URU-OFFONG/ORUKO Okossi Civic centre11 URU-OFFONG/ORUKO Mboku Eyokan Market Lock-up market12 URU-OFFONG/ORUKO Uboro-Oro Market Lock-up market13 URU-OFFONG/ORUKO Elei Community Cassava14 URU-OFFONG/ORUKO Udung Ukpor Palm oil15 URU-OFFONG/ORUKO Oyubia Palm oil


AKWA IBOM STATE – Lot 22. ONNA LGA

S/No. LGA Community Type of MP1 ONNA Awa Iman Village Water2 ONNA Mkpa Eto (West) water3 ONNA Ikot Ndua Iman water4 ONNA Ikot Akpatek (East) Health centre5 ONNA NTAN IDE Health centre6 ONNA Mkpot Village Health centre7 ONNA AWA UBIUM School block8 ONNA Ikwa Village School block9 ONNA AWA IMAN Civic centre

10 ONNA Okat Village Civic centre11 ONNA IKOT AKPAN MKPE Lock-up market12 ONNA IKOT IKO IBON Lock-up market13 ONNA IKOT OBONG ISHIET Palm oil14 ONNA IKOT NKAN VILLAGE Palm oil15 ONNA IKOT EBIDANG Palm oil


AKWA IBOM STATE – Lot 23. IBIONO IBOM LGA

S/No. LGA Community Type of MP1 IBIONO IBOM Ikot Ntung Water2 IBIONO IBOM Afaha Obio Eno Water3 IBIONO IBOM Obot Itiat Ididep Water4 IBIONO IBOM Ikot Udom Village Health centre5 IBIONO IBOM Ikot Efum Health centre6 IBIONO IBOM Ikot Akpan Obong Civic centre7 IBIONO IBOM Nkwa Ibiono School block8 IBIONO IBOM Mbiakpan Ikot Edem School block9 IBIONO IBOM Nse Nten/Mbiabam School block

10 IBIONO IBOM Nkwa Ibiono Open market11 IBIONO IBOM Ikot Idaha Open market12 IBIONO IBOM Afaha Obio Eno Palm oil13 IBIONO IBOM Ikot Akpan Obong Palm oil14 IBIONO IBOM Ikot Ekpot Ididep Cassava15 IBIONO IBOM Ikot Akpan Afaha Cassava


AKWA IBOM STATE – Lot 24. ESSIEN UDIM LGA

S/No. LGA Community Type of MP1 ESSIEN UDIM Udok Ikpe Water2 ESSIEN UDIM Ikot Okon Water3 ESSIEN UDIM Ikot Efefre Water4 ESSIEN UDIM Ikot Ntuen Ikpe Health centre5 ESSIEN UDIM Ikot Ibanga Health centre6 ESSIEN UDIM Ufuku Health centre7 ESSIEN UDIM Nto Akpa Oko School block8 ESSIEN UDIM Ikot Ama School block9 ESSIEN UDIM Ukana Ikot Essien School block

10 ESSIEN UDIM Ekpenyong Ufum Civic centre11 ESSIEN UDIM Ukana Ikot Akpabiri Civic centre12 ESSIEN UDIM Ibiam/Mbiabong Ikpe Lock-up market13 ESSIEN UDIM Ukana Iboho Lock-up market14 ESSIEN UDIM Ikot Ntuen Palm oil15 ESSIEN UDIM Ikot Ukpong Etok Palm oil16 ESSIEN UDIM Mkpatak Cassava


IDENTIFIED COMMUNITIES IN BAYELSA STATE: LOT 3

BAYELSA STATE – Lot 31. YENAGOA LGA

S/No. LGA Community Type of MP1 YENAGOA Swali Water2 YENAGOA Yenagwe Water3 YENAGOA Agudama-Ekpetiama Water4 YENAGOA Zarama-Epie Water5 YENAGOA Amarata Health centre6 YENAGOA Onopa Health centre7 YENAGOA Ogboloma Health centre8 YENAGOA Agudama-Epie School Block9 YENAGOA Tein School Block

10 YENAGOA Ikarama School Block11 YENAGOA Agudama-Epie Civic centre12 YENAGOA Akpide Civic centre13 YENAGOA Agudama-Epie Open Market14 YENAGOA Agudama-Ekpetiama Open Market15 YENAGOA Zarama-Epie Open Market16 YENAGOA Kalama-Biseni Open Market17 YENAGOA Agbobiri Cassava mill18 YENAGOA Zarama-Epie Cassava mill19 YENAGOA Obogoro Palm oil mill20 YENAGOA Okolobiri Palm oil mill21 YENAGOA Tombia Lock-up Market22 YENAGOA Yenagoa Health centre23 YENAGOA Yenaka School block


BAYELSA STATE – Lot 32. NEMBE LGA

S/No. LGA Community Type of MP1 NEMBE Dorgu EwoamaR Water2 NEMBE SabatoruR Water3 NEMBE ObiokuR Water4 NEMBE KalabilemaR Water5 NEMBE IseleogonoR Water6 NEMBE Dorgu EwoamaR Health centre7 NEMBE OtatubuR Health centre8 NEMBE ObiokuR Health centre9 NEMBE FikoruamaR Health centre

10 NEMBE TubopiriR Health centre11 NEMBE Igbeta EwoamaR School Block12 NEMBE Aminini-AmaR School Block13 NEMBE BassambiriR School Block14 NEMBE OtumamaR School Block15 NEMBE Igbeta EwoamaR Civic centre16 NEMBE IkensiR Civic centre17 NEMBE Igbeta EwoamaR Open Market18 NEMBE OtumamaR Open Market19 NEMBE OguamaR Cassava mill20 NEMBE OkorobaR Palm oil mill21 NEMBE AgrisabaR Open Market22 NEMBE EgenelugoR Civic centre23 NEMBE FuntuaR Civic centre

Names of communities with superscript (R) are riverine communities.


BAYELSA STATE – Lot 33. SAGBAMA LGA

S/No. LGA Community Type of MP1 SAGBAMA Toru-Orua Water2 SAGBAMA Angalabiri Water3 SAGBAMA Tungbabiri Water4 SAGBAMA Dagana-AmaR Water5 SAGBAMA OgbonugbeneR Health centre6 SAGBAMA OsiamaR Health centre7 SAGBAMA Aduku Health centre8 SAGBAMA Ebedebiri School Block9 SAGBAMA Bolou-Orua School Block

10 SAGBAMA Agbere/Odoni School Block11 SAGBAMA Bolou-Orua Civic centre12 SAGBAMA Trofani Civic centre13 SAGBAMA Sagbama Open Market14 SAGBAMA AkedeiR Open Market15 SAGBAMA ElemebiriR Open Market16 SAGBAMA OfoniR Cassava mill17 SAGBAMA Bolou-Orua Cassava mill18 SAGBAMA OfoniR Palm oil mill19 SAGBAMA OkumbiriR Palm oil mill20 SAGBAMA Agbere Palm oil mill21 SAGBAMA Adagbabiri Health centre22 SAGBAMA Agbere Health centre23 SAGBAMA Agoro Health centre24 SAGBAMA Agorogbene Water25 SAGBAMA Angalabiri School block26 SAGBAMA Kabea-AmaR School block27 SAGBAMA OfoniR Health centre28 SAGBAMA Toru-BenR Health centre29 SAGBAMA OkunbiriR Health centre30 SAGBAMA Toru-Angiama Health centre31 SAGBAMA Tungbo-Ebe Cassava mill


IDENTIFIED COMMUNITIES IN CROSS RIVER STATE: LOT 4


CROSS RIVER STATE – Lot 41. ABI LGA

S/No. LGA Community Type of MP1 ABI AfafanyiR pcn pri II School Block2 ABI Egborony School Block3 ABI Imabana School Block4 ABI Adadama School Block5 ABI Ilike School Block6 ABI Ngaraba School Block7 ABI Akpoha Health Centre8 ABI Ediba Open Market9 ABI Anong Water

10 ABI Usumutong School Block11 ABI Ikpalegwa Cassava Mill12 ABI Akarefor School Block13 ABI EbomR School Block14 ABI EbomR Civic Centre15 ABI Emeghe Palm Oil16 ABI Anong Cassava Mill17 ABI Itigidi Civic Centre18 ABI Abe-Ugo Open Market19 ABI Ekureku-be Water20 ABI Ikpalegwa Cassava Mill



CROSS RIVER STATE – Lot 42. BIASE LGA

S/No. LGA Community Type of MP1 BIASE Ugbem Water2 BIASE Ijom Abayong Palm Oil Mill3 BIASE Ikot Okpora Palm Oil Mill

BIASE Abini Palm Oil Mill4 BIASE Ayaba Water5 BIASE EtonoR Central Open Market6 BIASE EtanaR School Block7 BIASE Idoma Civic Centre8 BIASE Ikot Ana School Block9 BIASE Betem Health Centre

10 BIASE Akparavuni School Block11 BIASE Akpet 1 School Block12 BIASE Akpet Central Civic Centre13 BIASE Betem Health Centre14 BIASE AmarurangR Health Centre15 BIASE Akpet Central Palm Oil Mill16 BIASE Adim Cassava Mill17 BIASE Adim Open Market18 BIASE Iwuru Lock-up Market19 BIASE UtumaR Open Market20 BIASE Ikot Ana Civic Centre21 BIASE UrugbamR School Block



IDENTIFIED COMMUNITIES IN CROSS RIVER STATE: LOT 4

CROSS RIVER STATE – Lot 43. OBUDU LGA

S/No. LGA Community Type of MP1 OBUDU Karu Civic Centre2 OBUDU Kakum Water3 OBUDU Bedia Water4 OBUDU Ukpada School Block5 OBUDU Igwo Civic Centre6 OBUDU Kakum Civic Centre7 OBUDU Nkiriria Open Market8 OBUDU Kutia School Block9 OBUDU Okorshie Palm Oil Mill

10 OBUDU Amukwong Health Centre11 OBUDU Bebuagbong School Block12 OBUDU Ukutia Cassava Mill13 OBUDU Mgbenege Water14 OBUDU Atiekpe-Iglaba School Block15 OBUDU Ukpirinyi Civic Centre16 OBUDU Kutiang Health Centre17 OBUDU Ukwei-Obudu School Block18 OBUDU Bebuatsuan School Block19 OBUDU Ibong Water20 OBUDU Ohong Open Market


IDENTIFIED COMMUNITIES IN DELTA STATE: LOT 5

DELTA STATE – Lot 51. NDOKWA WEST LGA

S/No. LGA Community Type of MP1 NDOKWA WEST Kwale Civic centre2 NDOKWA WEST kwale School block3 NDOKWA WEST Ogbe Ogume School block4 NDOKWA WEST Inam Abbi School block5 NDOKWA WEST Ebbamai Abbi Water6 NDOKWA WEST Umusadege Ogbe Health centre7 NDOKWA WEST Etua Ukpo Cassava mill8 NDOKWA WEST Isumpe U/Unor School block9 NDOKWA WEST Umuseti U/unor Water

10 NDOKWA WEST Ulogwe Isumpe Health centre11 NDOKWA WEST Eweshi Onicha ukwani Cassava mill12 NDOKWA WEST Igbe Ogume Health centre13 NDOKWA WEST Umia Abbi Civic Centre14 NDOKWA WEST Emu Uno Civic Centre15 NDOKWA WEST Emu Ebeoma Oil Palm mill16 NDOKWA WEST Umuseti Ogbe Health centre17 NDOKWA WEST Emu Ebendo Lock-up market18 NDOKWA WEST Oliogo Umuseti Water19 NDOKWA WEST ogbole ogume Civic Centre20 NDOKWA WEST Emu Obodeti Cassava mill21 NDOKWA WEST Amoji Health centre22 NDOKWA WEST Utagba-Ogbe School block


DELTA STATE – Lot 52. ETHIOPE EAST LGA

S/No. LGA Community Type of MP1 ETHIOPE EAST Abraka P.O. Civic centre2 ETHIOPE EAST Urhuoka School block3 ETHIOPE EAST Erho- Abraka cassava mill4 ETHIOPE EAST Otorho Abraka Civic centre5 ETHIOPE EAST Umeghe Abraka Civic centre6 ETHIOPE EAST Oria Abraka Civic centre7 ETHIOPE EAST Umeghe Abraka Civic centre8 ETHIOPE EAST Okpara Inland Palm oil mill9 ETHIOPE EAST Okpara Inland Water

10 ETHIOPE EAST Onude Okurekpo Civic centre11 ETHIOPE EAST Imodje Health centre12 ETHIOPE EAST Ovu Inland School block13 ETHIOPE EAST Urhodo Ovu School block14 ETHIOPE EAST Oviorie- Ovu Cassava mill15 ETHIOPE EAST Kokori Inland Cassava mill16 ETHIOPE EAST Igun Water17 ETHIOPE EAST Okpara w/s Palm oil mill18 ETHIOPE EAST Eku School Block19 ETHIOPE EAST Egbo Kokori School block20 ETHIOPE EAST Isiokolo School block21 ETHIOPE EAST Umeghe Health centre22 ETHIOPE EAST Umiaghwa School block


DELTA STATE – Lot 53. BURUTU LGA

S/No. LGA Community Type of MP1 BURUTU Obotebe ZionR School block2 BURUTU Obotebe R Water3 BURUTU AyokoromoR School block4 BURUTU Agbodobri School block5 BURUTU KenlogbeneR Civic centre6 BURUTU LabuloueighaR Civic centre7 BURUTU ObotebeR Palm oil mill8 BURUTU AtiriR Open market9 BURUTU TorugbeneR Water

10 BURUTU TamigbeR Civic centre11 BURUTU Tuomo Health centre12 BURUTU Oboro Civic centre13 BURUTU Edegbene Health centre14 BURUTU Aya OjoboR Health centre15 BURUTU OjoboR Water16 BURUTU Bulou NdoroR Civic centre17 BURUTU EkogbeneR Civic centre18 BURUTU Kiagbodo Cassava mill19 BURUTU BurutuR Water20 BURUTU OfougbeneR Civic centre21 BURUTU Bikorogha Palm oil mill22 BURUTU EbiberegbeneR School block


IDENTIFIED COMMUNITIES IN EDO STATE: LOT 6


EDO STATE – Lot 61. ETSAKO WEST LGA

S/No. LGA Community Type of MP1 ETSAKO WEST Usogun School block2 ETSAKO WEST Uguye Akpekpe, Auchi Water3 ETSAKO WEST Sabo Iyakpi School block4 ETSAKO WEST Ugieda School block5 ETSAKO WEST Idegun Water6 ETSAKO WEST Amah Awain Water7 ETSAKO WEST Elele Uzairue Town hall8 ETSAKO WEST Iyuku Uzairue Open Market9 ETSAKO WEST Afowa Uzairu School block

10 ETSAKO WEST Iyora Uzairue School block11 ETSAKO WEST Ayogwiri Uzairue Health centre12 ETSAKO WEST Ubiane Avhide Health centre13 ETSAKO WEST Ughiekhai/ Egbogio School block14 ETSAKO WEST Iyamoh Open Market15 ETSAKO WEST Apana Town hall16 ETSAKO WEST Ikabigbo Water17 ETSAKO WEST Aviele School block18 ETSAKO WEST Ugbenor Town hall19 ETSAKO WEST Agbede School block20 ETSAKO WEST Ikholo Water21 ETSAKO WEST Afa school Hall School block22 ETSAKO WEST Idanirace Mix Market23 ETSAKO WEST Imeke-Uzairue School block


EDO STATE – Lot 62. ESAN SOUTH EAST LGA

S/No. LGA Community Type of MP1 ESAN SOUTH EAST Iselu Water2 ESAN SOUTH EAST Idu-Mujie Water3 ESAN SOUTH EAST Okede Water4 ESAN SOUTH EAST Uzebu Health centre5 ESAN SOUTH EAST Asaboro camp Okaigben Health centre6 ESAN SOUTH EAST Oria Water7 ESAN SOUTH EAST Onoghlo Water8 ESAN SOUTH EAST Illushi Open Market9 ESAN SOUTH EAST Ubiaja- Ekobeko Health centre

10 ESAN SOUTH EAST Oghu School block11 ESAN SOUTH EAST Agadaga School block12 ESAN SOUTH EAST Ugboha Town hall13 ESAN SOUTH EAST Okuesan Water14 ESAN SOUTH EAST Egore Water15 ESAN SOUTH EAST Ohodua School block16 ESAN SOUTH EAST Ifeku Inland Town hall17 ESAN SOUTH EAST Idu-Ugha Water18 ESAN SOUTH EAST Uriwa School block19 ESAN SOUTH EAST Olenokhua School block20 ESAN SOUTH EAST Idu-Mugho Health centre21 ESAN SOUTH EAST Idenwe Ewato Open Market22 ESAN SOUTH EAST Id-Owemen Mix Market


IDENTIFIED COMMUNITIES IN EDO STATE: LOT 6

EDO STATE – Lot 63. IKPOBA-OKHA LGA

S/No. LGA Community Type of MP1 IKPOBA-OKHA Ogbekpen School block2 IKPOBA-OKHA Oka Ne-Ubo Ogor School block3 IKPOBA-OKHA Obagienebuosa School block4 IKPOBA-OKHA Umelu School block5 IKPOBA-OKHA Ohovbe School block6 IKPOBA-OKHA Obayantor 1 Town hall7 IKPOBA-OKHA Avbiama Town hall8 IKPOBA-OKHA Evbo Amufi Health centre9 IKPOBA-OKHA Evbuoriaria Health centre

10 IKPOBA-OKHA Ugbekun Health centre11 IKPOBA-OKHA Aduwawa Water12 IKPOBA-OKHA Obaretin Water13 IKPOBA-OKHA Uhie Water14 IKPOBA-OKHA Oregbeni Open Market15 IKPOBA-OKHA Evbomoma Town hall16 IKPOBA-OKHA Utezi School block17 IKPOBA-OKHA Okhiri Eresonye Health centre18 IKPOBA-OKHA Okhiri 2 Water19 IKPOBA-OKHA Idogbo School block20 IKPOBA-OKHA Evbomoma Water21 IKPOBA-OKHA Obazagbon Town hall


IDENTIFIED COMMUNITIES IN IMO STATE: LOT 7

IMO STATE – Lot 71. IDEATO SOUTH LGA

S/No. LGA Community Type of MP1 Ideato South Ogboko Water2 Ideato South Obiohia Health Centre3 Ideato South Umuchima Open Market4 Ideato South Umuobou Water5 Ideato South Dimagu Civic Centre6 Ideato South Umuchioke Open Market7 Ideato South Dikenafia Water8 Ideato South Umuma isiaku Health Centre9 Ideato South Isiekenesi Open Market

10 Ideato South Ugbelle Civic Centre11 Ideato South Ogwume Civic Centre12 Ideato South Amanato Open Market13 Ideato South Umuezela Civic Centre14 Ideato South Umulewe Open Market15 Ideato South Umueshi Open Market16 Ideato South Awala Civic Centre17 Ideato South Okohia Water18 Ideato South Umueezedike Water19 Ideato South Umuaghobe Water20 Ideato South Ogboko (2) Civic Centre


IMO STATE – Lot 72. ISIALA MBANO LGA

S/No. LGA Community Type of MP1 Isiala Mbano Ofodim – Umunike Health Centre2 Isiala Mbano Amauzari Water3 Isiala Mbano Umunachi - Osu Owerri II Water4 Isiala Mbano Amaraku1 Palm Oil5 Isiala Mbano Ogbor School Block6 Isiala Mbano Anara School Block7 Isiala Mbano Umunkwo Water8 Isiala Mbano Umudara- Ikwuano Water9 Isiala Mbano Ibeme School Block

10 Isiala Mbano Umuagwuaro- Osu-Owerri I Water11 Isiala Mbano Ezihe Health Centre12 Isiala Mbano Oka Palm Oil13 Isiala Mbano Umuozu Water14 Isiala Mbano Umuagu Civic Centre15 Isiala Mbano Umuluwe Water16 Isiala Mbano Umuneke Civic Centre17 Isiala Mbano Nta Umunachi Water18 Isiala Mbano Ofodim-Umuni Water19 Isiala Mbano Ugiri Health Centre20 Isiala Mbano Isheibu Civic Centre


IMO STATE – Lot 73. MBAITOLI LGA

S/No. LGA Community Type of MP1 Mbaitoli Obi Mbieri Civic centre2 Mbaitoli Ishi Ubomiri School block3 Mbaitoli Ifakala Civic Centre4 Mbaitoli Umunneato Ogwa Water5 Mbaitoli Umuezi Mbieri health Centre6 Mbaitoli Ogbaku Civic Centre7 Mbaitoli Obazu Mbieri Water8 Mbaitoli Alaenyi Ogwa Civic Centre9 Mbaitoli ishi Orodo Water

10 Mbaitoli Amaukwu Orodo Health Centre11 Mbaitoli Egbeada Health centre12 Mbaitoli Afara Open market13 Mbaitoli Azara Obiato Health Centre14 Mbaitoli Umuagha School block15 Mbaitoli Amaike Mberi School Block16 Mbaitoli Ezi Mber Open Market17 Mbaitoli Hitte Mbieri Civic Centre18 Mbaitoli Obi Orodo Water19 Mbaitoli Okwu Ogbaku Civic Centre20 Mbaitoli Umueze/Abazu Ogwa Health Centre


IDENTIFIED COMMUNITIES IN ONDO STATE: LOT 8

ONDO STATE – Lot 81. ILAJE LGA

S/No. LGA Community Type of MP1 ILAJE Igbokoda Palm oil2 ILAJE Ode-MahinR Open Market3 ILAJE AsisaR School block4 ILAJE AyetoroR School block5 ILAJE AgerigeR Pri Sch School block6 ILAJE Igbokoda FSP pri school School block7 ILAJE IkorighoR Health centre8 ILAJE GbabijoR Civic centre9 ILAJE IdiogbaR Civic centre

10 ILAJE Obe-ArenewoR Civic centre11 ILAJE AwoyeR Civic centre12 ILAJE IpareR Open Market13 ILAJE AjegunleR Health centre14 ILAJE Oko-EriR Civic centre15 ILAJE Odun-OlumaR Health centre16 ILAJE AruwayoR Civic centre17 ILAJE Oke-ErekeR Water18 ILAJE MahintedoR Water19 ILAJE Zion-PepeR Water20 ILAJE Ode-MahinR School block21 ILAJE ErunnaR School block22 ILAJE GbabijoR School block23 ILAJE Idogun AyadiR Health centre24 ILAJE Orioke IwamimoR Civic centre



ONDO STATE – Lot 82. ONDO EAST LGA

S/No. LGA Community Type of MP1 ONDO EAST Igbo-Oja Civic centre2 ONDO EAST Shamakinwa School block3 ONDO EAST Obun-Ewi Water4 ONDO EAST Asantan-Fibe Civic centre5 ONDO EAST Bolorunduro School block6 ONDO EAST Lapepe Water7 ONDO EAST Epe Civic centre8 ONDO EAST Pele School block9 ONDO EAST Oke Opa Civic centre

10 ONDO EAST Awaye Water11 ONDO EAST Ayadi Water12 ONDO EAST Solomon camp Water13 ONDO EAST Owode Water14 ONDO EAST Oboto Open Market15 ONDO EAST Olorunsogo Basola Water16 ONDO EAST Sokoto Water17 ONDO EAST Owena Bridge Civic centre18 ONDO EAST Otokola Water19 ONDO EAST Owena Tepo School Block20 ONDO EAST Tepo Water21 ONDO EAST Iwori Health centre22 ONDO EAST Moferere 2 Water


ONDO STATE – Lot 83. AKOKO NORTH WEST LGA

S/No. LGA Community Type of MP1 AKOKO NORTH WEST Iye-Akoko School block2 AKOKO NORTH WEST Arigidi Oja Health centre3 AKOKO NORTH WEST Agbaluku Water

4 AKOKO NORTH WESTSt. James Pri Sch Imo Arigidi School block

5 AKOKO NORTH WEST Oko-Agbe Water6 AKOKO NORTH WEST Oko-Agbe Palm oil7 AKOKO NORTH WEST Oge Health centre8 AKOKO NORTH WEST Oyin Water9 AKOKO NORTH WEST Oyin Cassava

10 AKOKO NORTH WEST Gedegede Cassava11 AKOKO NORTH WEST Ajowa Health centre12 AKOKO NORTH WEST Eriti Water13 AKOKO NORTH WEST Ogbagi Health centre14 AKOKO NORTH WEST Ogbagi Palm oil15 AKOKO NORTH WEST Oke-Irun Open Market16 AKOKO NORTH WEST Oke-Irun Health centre17 AKOKO NORTH WEST Surulere Health centre18 AKOKO NORTH WEST Odo-Irun Water19 AKOKO NORTH WEST AUD pri school Afin School block20 AKOKO NORTH WEST Ese School block21 AKOKO NORTH WEST Ibaram Water22 AKOKO NORTH WEST Eriti-Akoko Civic centre23 AKOKO NORTH WEST Igasi-Akoko Cassava mill


IDENTIFIED COMMUNITIES IN RIVERS STATE: LOT 9

RIVERS STATE – Lot 91. KHANA LGA

S/No. LGA Community Type of MP1 KHANA Teera-ue Water2 KHANA Kpean Water3 KHANA Nyokuru Water4 KHANA Luuwa Water5 KHANA Luusue Sogho Health centre6 KHANA Nyowii Baen Health centre7 KHANA Nuagha School block8 KHANA Uegwere Bo-ue School block9 KHANA Teka Civic centre

10 KHANA Ka -Loore Civic centre11 KHANA Zaa-Lueku Civic centre12 KHANA Kor Civic centre13 KHANA Baen Civic centre14 KHANA Nyobee Beeri Open market15 KHANA Taabaa central Open market16 KHANA Du-Taabaa Lock-up market17 KHANA Okwali Cassava18 KHANA Barasalo Taabaa Cassava19 KHANA Beanu Palm oil20 KHANA Wiiluagah Palm oil


RIVERS STATE – Lot 92. OMUMA LGA

S/No. LGA Community Type of MP1 OMUMA Umuloo Water2 OMUMA Umuobashi-Eberi Water3 OMUMA Umukamanu Water4 OMUMA Umuofeke Water5 OMUMA Umukpu-Rukpu Health centre6 OMUMA Umuwa-Oma Health centre7 OMUMA Umudu-Eberi School block8 OMUMA Umuokwa School block9 OMUMA Umuagwu Civic centre

10 OMUMA Umuoko Civic centre11 OMUMA Umuobuo Civic centre12 OMUMA Umuakrikpo Civic centre13 OMUMA Umuakali Open market14 OMUMA Eberi Dikeomuo Lock up market15 OMUMA Okpulor-Obiohia Cassava16 OMUMA Umuakpili-Ohimogho Cassava17 OMUMA Ofeh Cassava18 OMUMA Umuodiri Cassava19 OMUMA Umunachi Palm oil20 OMUMA Umugwu-Ohimogho Palm oil


RIVERS STATE – Lot 93. ASARI-TORU LGA

S/No. LGA Community Type of MP1 ASAI-TORU Tom GeorgeR Water2 ASAI-TORU IbamaR Water3 ASAI-TORU AmachreeR Water4 ASAI-TORU CotterelR Water5 ASAI-TORU IdoR Water6 ASAI-TORU George Water7 ASAI-TORU Taria Health centre8 ASAI-TORU IlelemaR Health centre9 ASAI-TORU IdoR School block

10 ASAI-TORU AbalamaR Civic centre11 ASAI-TORU IdoR Civic centre12 ASAI-TORU IfokoR Civic centre13 ASAI-TORU TemaR Civic centre14 ASAI-TORU JackrichR Open market15 ASAI-TORU AbalamaR Lock up market16 ASAI-TORU Atiegoba Lock up market17 ASAI-TORU KrakramaR Lock up market18 ASAI-TORU MiriamaR Cassava19 ASAI-TORU SangamaR Cassava20 ASAI-TORU IlelemaR Palm oil



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