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Annex II: terms of reference


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MASERU WASTEWATER PROJECT Tender Documents

Consulting Services for Extension of Maseru Wastewater Scheme ToR





ANNEX II: TERMS OF REFERENCE

Table of Contents

1. BACKGROUND INFORMATION 2

1.1. Beneficiary country 2

1.2. Contracting Authority 2

1.3. Relevant country background 2

1.4. Current state of affairs in the relevant sector 2

1.5. Related programmes and other donor activities: 5

2. CONTRACT OBJECTIVES & EXPECTED RESULTS 5

2.1. Overall objectives 5

2.2. Specific objectives 5

2.3. Results to be achieved by the Consultant 6

3. ASSUMPTIONS & RISKS 6

3.1. Assumptions underlying the project intervention 6

3.2. Risks 6

4. SCOPE OF THE WORK 6

4.1. General 6

4.2. Specific activities 7

4.3. Detailed Scope of Services 8

4.4. Project management 13

5. LOGISTICS AND TIMING 15

5.1. Location 15

5.2. Commencement date & Period of execution 15

6. REQUIREMENTS 15

6.1. Personnel 15

6.2. Offices 17

6.3. Facilities and equipment to be provided by the Consultant 17

7. MONITORING AND EVALUATION 17

7.1. Definition of indicators 17

7.2. Special requirements 17



TERMS OF REFERENCE

1.BACKGROUND INFORMATION

1.1.Beneficiary country


The Kingdom of Lesotho

1.2.Contracting Authority


The National Authorising Officer

Ministry of Finance and Development Planning

P.O. Box 630 Maseru 100 Lesotho

(tel:++266 22 311100b-fax: ++266 22 310520)


1.3.Relevant country background


The project area covers the Greater city of Maseru, enclosed by the Caledon River to the North and Western borders and the Phuthiatsana River to the south while the eastern border is somewhat defined by the Berea plateau, with 13,250 ha and elevations from 1,490 masl (Caledon River) to 1,890 masl. The main watersheds are defining three natural catchments:

  • Areas discharging into the Caledon River directly (the whole sewered area),

  • Areas discharging into the Phuthiatsana River (southern areas),

  • Areas discharging into the Maqalika reservoir.

Presently sewered areas and those around the Maqalika reservoir are almost fully developed. The underdeveloped areas in the South are growing fast due to immigration. Most commercial and institutional activities are found at the fully developed areas of the city. Some institutions such as schools and hospitals are found even at remotely located areas, but at a very small scale. The industries are found at the Old industrial area estates and Thetsane industrial estates. Equally, very few commercial and institutional activities go on at underdeveloped areas in the town periphery. The other likely place to have industries is Ha Tikoe located far south on the confluence of the Caledon River and the Phuthiatsana River. Textile industries are the main industries in Maseru while other processing industries include the Maluti Mountain breweries and the Flourmills. The hotels and a variety of businesses around town centre are the major commercial activities. Institutions include the military barracks, the prisons, the learning institutions and the hospitals.

1.4.Current state of affairs in the relevant sector


WASA

The Water and Sewerage Authority (WASA) is a semi-autonomous body entrusted by the Government of Lesotho (GoL) through the Ministry of Natural Resources (MNR) to provide water and sewerage services to the gazetted urban centres in Lesotho. At present Maseru and fifteen other centres are gazetted as urban centres and as such WASA has to provide these services to these towns, although in practice services are not yet extended to cover all the centres completely. Most of the peri-urban areas are not (yet) served, and some industrial demand is equally constrained by availability of infrastructure to meet the services required. Water supply outside the urban centres is the responsibility of MNR, Department of Rural Water.



Water Supply

The water treatment works and the raw water intake points are found along the Caledon River. There are three raw water intake points along the Caledon River. The first and second intake points are for the Maqalika reservoir while the third one is the one that delivers raw water directly to the Maseru water treatment works. Of great importance also is the Maqalika reservoir because of its exposure to pollution. Normally, raw water is abstracted directly from the river. During dry seasons, raw water is abstracted from an off-channel reservoir at Maqalika, upstream the water treatment plant, 750 m away from the river.

Water consumption of greater Maseru is 21.8 Ml/d, with a total of about 18,000. water accounts/meters. Industry accounts for 9.1 Ml/d, domestic consumption for 8.3 Ml/d (38%, sewered area 2.6 Ml/d, non-sewered area 5.7 Ml/d), institutional and commercial consumption for 4.4 Ml/d (20%, mainly restricted to the sewered area).

Within the sewered area, the majority of customers are domestic (88%), followed by institutional and commercial (5%) and industrial (1.5%). But water consumption (15.6 Ml/d) is dominated by non-domestic use: 9.1 Ml/d consumed by industries and 4.6 ml/d consumed by institutional and commercial while only 2.6 Ml/d is consumed by domestic customers. There are 77 industrial customers, 293 institutional customers and 262 commercial customers within the sewered area. Commercial and institutional consumers are scattered around town though mostly around the central business centre whilst industrial customers are mainly found at the Maseru west industrial estates and Thetsane industrial estates.

Within the non-sewered areas, there are few commercial activities, but some institutions include schools, hospitals, and police camps, but industries are almost non-existent.

Sewage Generation

About 1,740 m³ of domestic wastewater are discharged into the sewage network per day, which means that about 67% of the domestic water consumption within the sewered area (2,587 m³ per day) could be collected by the existing network. Industrial (8,643 m³/d), institutional (3,019 m³/d) and commercial (1,325 m³/d) wastewater amounts to 12,384 m³/d.

Existing Sewage Scheme

Areas that are currently sewered in Maseru include the following:



  • Maseru West including the Maseru West Industrial Estate,

  • Maseru Town Centre,

  • Maseru East including the Stadium Area, Malalitoe area up to the College of Education, St Joseph’s High School and Convention Centre,

  • Hills View including the Police Training College,

  • Happy Villa including Ratjomose Barracks,

  • Thetsane Industrial Estate and surrounding residential area,

  • New Europa including Old Europa and surrounding area,

With 4,000 domestic and under 1,000 non-domestic sewer connections, covering 32 % of the entire water reticulated area of Maseru.

Within the sewered area, 336 customers are relying on septic or conservancy tanks and about another 1,900 within the non-sewered, but water reticulated area of Greater Maseru. The most common and simpler type of on-site sewage disposal is the pit latrine. Ventilated Improved Pit Latrines (VIPs) since the late 1970’s became increasingly popular. 1,237 customers with septic or conservancy tanks are listed by WASA’s Sanitation Service Unit.

Ratjomose wastewater treatment plant was commissioned in 1980 for a design flow of 5 MI/day, but was upgraded in 1992/93 by an additional pond-scheme to treat 10 Ml/day. The Industrial pond system is meant to provide pre-treatment to the effluent from the manufacturing industries such as the Maluti mountain breweries. The pre-treated effluent ends up at Ratjomose wastewater treatment plant for final treatment. There are five other privately operated treatment works in Maseru urban area: Mohlomi hospital, Lepereng hospital, Mokoanyane barracks, the Agricultural College and the abattoir. The abattoir in the northeast of Maseru is closed since more than two years.

Rehabilitation Measures and Costs

The rehabilitation measures are required to overcome the identified deficiencies of the existing sanitation facilities operated by WASA. The costs for the rehabilitation measures are assigned to the following main items: sewage network, pumping stations, wastewater treatment works, vacuum tankers and enforcement of O&M department.



Industrial Wastewater Treatment

The mechanical physical and biological treatment units at the Ratjomose plant are neither designed nor able to treat the industrial wastewater generated by the processes applied at the textile industries. The industrial wastewater from textile industries would cause damages, physically by clogging the bio-filters and chemically by reducing or eliminating the active biomass of both treatment lines. Dyes would pass the treatment plant, fully intact. The total pollution discharged in the Caledon River would increase drastically instead of being reduced. The industrial wastewater (textile industries) has to be treated separately.

Mid-term and Long-Term Development

New areas for sewerage development were selected by applying the following criteria:



  • The area has to have a water reticulation system.

  • The area has preferably reached a density close to saturation.

  • The area is discharging into sensitive surface waters or into crucial points, which are affecting the water supply of Greater Maseru.

“Option 2” proposes to extend the currently sewered area (catchments a, b, c, d, e, f, h, i, j, k, l, m, n) and design capacity of the existing Ratjomose WWTP. In parallel, the development of two additional, self-contained “schemes”, “Agric-College” (catchments o, p, q, q, r, u) and “Lepereng” (catchment s) is proposed, to serve presently un-sewered areas, representing Khubetsoana, Bochabela, Mapeleng, Naleli, Motimposo, Upper and Lower Thamae, Qualing, Ha Seoli, Ha Keiso and others.

“Option 1” and “Option 3” are practically identical in terms of investment and operation & maintenance cost, with “Option 3” being slightly more expensive. “Option 1” would require WASA to operate a relatively sophisticated activated sludge plant in situ of the existing “Industrial Ponds”. Further, WASA would require LNDC’s consent to extend the area for the proposed plant, which is still outstanding.



Project Implementation Concept

2004

Submission of Intermediate and Final Report for Greater Maseru Sewerage Project; submission of Terms of Reference for further consulting services; submission of tender documents for Immediate Measures.

2005

Approval of Final Report by WASA, GoL and donor; approval of Supplementary Performance Indicators; publication of tender documents and contract award for Immediate Measures; publication of Terms of Reference and contract award for engineering services (final design, construction supervision), Technical Assistance and Awareness Campaign.

2006

Commencement of final design, preparation of tender documents; Technical Assistance and Awareness Campaign; publication of tender documents and contract award for supply and works (wastewater treatment plant, pump stations, trunk mains.

2007

Commencement of construction period.

2009

Commissioning of wastewater treatment plant, pump stations, trunk mains; continuation of extension of secondary and tertiary sewerage network until 2010 and beyond.



1.5.Related programmes and other donor activities:


During 2001/02, a project is being prepared for financing by the World Bank under a Water Sector Improvement Project (WSIP). This project will include improvements in bulk water supply services to Maseru, generally in accordance with the 1996 Maseru Water Supply Phase III Pre-feasibility Study by Lahmeyer International. Thus, "water" consulting services might be executed in parallel to the present study. The “wastewater” consultant will have to liase with the “water” consultant in order to co-ordinate the use of same basic design assumptions, water demand forecast, town development planning and identification of town areas with high water consumption etc. Agreed design figures have to be reported as basis of the design of the wastewater project.

2.CONTRACT OBJECTIVES & EXPECTED RESULTS

2.1.Overall objectives


The overall objective of the project of which this contract will be a part is as follows:

  • The envisaged project is aimed at the development of a mid- and long-term strategy of provision of a modern, environmental friendly system of wastewater collection and treatment within the administrative boundaries of Maseru, the capital of Lesotho.

2.2.Specific objectives


The objectives of this contract are as follows:

Preparation of final design and tender documents to extend the currently sewered area (catchments a, b, c, d, e, f, h, i, j, k, l, m, n) and design capacity of the existing Ratjomose WWTP. In parallel, the development of two additional, self-contained “schemes”, “Agric-College” (catchments o, p, q, q, r, u) and “Lepereng” (catchment s) is proposed, to serve presently un-sewered areas, representing Khubetsoana, Bochabela, Mapeleng, Naleli, Motimposo, Upper and Lower Thamae, Qualing, Ha Seoli, Ha Keiso and others.


2.3.Results to be achieved by the Consultant


  • Final acceptance and approval of the Draft Design Report, prepared by the Consultant by the Contracting Authority and the European Commission

  • Final acceptance and approval of the Tender Documents, prepared by the Consultant by the Contracting Authority and the European Commission

  • Commissioning and final handover of the completed works

3.ASSUMPTIONS & RISKS

3.1.Assumptions underlying the project intervention


n.a.

3.2.Risks


n.a.

4.SCOPE OF THE WORK

4.1.General

4.1.1.Project description


The envisaged project is aimed at the development of a mid- and long-term strategy of provision of a modern, environmental friendly system of wastewater collection and treatment within the administrative boundaries of Maseru, the capital of Lesotho. The project will consist of rehabilitation and extension measures for the improvement of the wastewater collection, treatment and disposal systems in town areas where a piped sewerage system exists or proves justified. The envisaged project is likely to comprise, but not be limited to the following components:

  • Rehabilitation and extension of Ratjomose wastewater treatment facilities including provisions for environmentally safe disposal of effluents and residues arising from wastewater treatment;

  • Construction of new treatment facilities as justified by the feasibility study and approved by the Government;

  • Abolishing of Maseru West Industrial Estate Wastewater treatment ponds. Installation of pre-treatment units in the individual factories in order to meet WASA standards for acceptance into the communal sewers.

  • Rehabilitation and extension of the sewerage system (trunk mains, interceptors, pumping stations and possibly limited secondary mains).

The Ministry of Natural Resources intends to request the European Investment Bank (EIB) and the European Development Fund (EDF) to possibly contribute to the financing of the project.

The study should identify an immediate, medium and long-term investment programme to meet realistic objectives.

The purpose of these Terms of Reference (ToR) is to provide background information on the project, to define the scope of the work and to describe the services to be rendered by the Consultant.

During the assignment of the consultant other consultants may be engaged by WASA or the Ministry of Natural Resources (MNR).


4.1.2.Geographical area to be covered


The project area is the combined urban and peri-urban area of Maseru. Criteria for the selection of the areas, in which the sanitation situation should be improved, are among others:

  • The area should be at close to its planned maximum housing density (saturation). There is then limited scope for unplanned expansion of the area.

  • The area shall have a water reticulation.

  • Household income distribution patterns are already distinguishable by visual inspection of housing quality and by the number and location of the households utilising conservancy tanks.

  • The estimated population utilising conservancy tanks has reached some 10% of the total population at saturation density.

  • Public health nuisance conditions, that is tank overflows and the like, are visible and numerous.

  • Such areas have been assessed for the target years 2002, 2005 and 2010 and presented in three development stages to match the target years: possibly with Thamae as the first development stage (Stage I: 2003-4), followed by Tsosane, Mabote, Khubetsoana (Stage II: 2005-2006), and then Motimposo and the area South and centre of the Lancer’s Gap Road as the third stage in 2007.

4.1.3.Target groups


The target group is the customers of the Maseru Wastewater Scheme.

4.2.Specific activities


General Scope.

The consultant’s scope of work shall broadly comprise four main Implementation stages as follows:



Stage 1: Design and Tender Documentation

Stage 1 (a): Collection and review of existing data, engineering and socio-economic reports; system reconnaissance and a detailed appraisal of systems capacities, technical capacities of installed infrastructure and other investigation required for the preparation of appropriate preliminary design proposals including cost estimates, specifications, bills of quantities, and other tender documents. Upon review of the complete tender documents by the Contracting Authority and the European Commission, the consultant shall prepare final designs, Environmental Impact Assessment (EIA) update, and tender documents. Concurrently the consultant shall prepare pre-qualification dossiers, evaluate expressions of interest and recommend not less than 5-6 construction firms for short listing for the works contract.

Digital Maps in Auto-CAD Format (.dwg) and in scale 1: 5.000 of the project area are available at WASA and can be used by the consultant free of charge.

Stage 1 (b): Upon approval of the final designs and tender documents the consultant shall proceed to issue the tenders to short listed firms. The tender procedure shall be based on the procedures approved by the Contracting Authority in agreement with the European Commission; evaluate the tenders and make clear recommendations for the selection of the contractor; and after award of the construction contract by the Contracting Authority in agreement with the European Commission, prepare all documentation for the construction contract.



Stage 2: Construction Supervision.

Stage 2 (a): The consultant shall arrange for the commencement of the contracts and subsequently supervise the construction contract as “Resident Engineer”. It will be the Contractor’s responsibility to provide a detailed Method Statement and Work Program prior to commencement, which the consultant will have to review and comment upon in detail and which takes into consideration the prevailing weather conditions

Stage 2 (b): Assistance to the final handover of the completed works and monitoring of the administration, operation and maintenance procedures including defining plans and activities for regular environmental audit and monitoring during the first three months of operation of the works as well superintendence during a 12 – month defects liability period after substantial completion.

4.3.Detailed Scope of Services


The detailed scope of services in stage one will consist but not be limited to the following activities:

  • Implementation of basic surveys necessary for the detailed engineering designs including topographical surveys and soil investigations.

  • Design of future extensions of the sewerage network

So far the areas to which the sewage network should be extended within the mid-term programme have been identified, the population, the water consumption and the wastewater/ sewage generation have been established. The areas to be covered by the options are:

  • The existing sewered area, the catchments: “a” to “n

  • The new catchment areas: “o”, “p”, “q”, “r”, “s” and “u

Three options have been elaborated covering the main alternatives rising mainly from the possibilities and locations and number of wastewater treatment plants. It is self-evident that the existing sewered areas and the existing treatment facilities are included in these options. Option 2 has been selected by the Contracting Authority and the European Commission as the most favourable on which the final design should be based on.

Option 2 is made up by three schemes, covering the presently sewered areas and the new catchments:



  • The Ratjomose scheme

  • The Agric-college scheme

  • The Lepereng scheme

The schemes comprising option 2 are shown on Map 21. The basic data on the sewage are regrouped and assigned to the three individual schemes. The respective figures are presented in Table No. 1. These flows are the basis for the design of newly introduced trunk mains, for the performance check of existing sewers and for the process design calculations of the treatment facilities.

Table No. 1 shows the distribution of the same amount of wastewater to be treated at the mid- term horizon on the three treatment plants:




WWTP Ratjomose

14.98

Ml per day

WWTP Agric-college

4.23

Ml per day

WWTP Lepereng

6.44

Ml per day

Map 21 and Table 1 are indicating the assignment of catchment areas to the respective plants:

WWTP Ratjomose

Catchment areas:

a, b, c, d, e, f, h, i, j, k, l, m and n

WWTP Agric-college

Catchment areas:

o, p, q, r, u

WWTP Lepereng

Catchment area:

s

Scheme 1 under option two is Ratjomose and covers all existing catchment areas. All sewage collected from existing catchment areas will be conveyed through the existing network to Ratjomose wastewater treatment works. The entire network will be retained unaltered except for the pressure line from PS5 and the gravity lines from PS10 and the main trunk line to Ratjomose wastewater treatment works.

Scheme 1 will cover the entire existing sewer line network. The network will have 11 pump stations. All existing pump stations will be retained but the pumping units will be upgraded to cope with the new flows wherever necessary.

The Ratjomose scheme has to be modified due to the lack of space, which would be required to extend the pond scheme. The scheme recommended is the aerated pond scheme.

The main sizes of plant units and a summary of mechanical equipment for the treatment plants of option 2 are presented in the following table.



Table 2:The wastewater treatment plants of option 2 are:

The main modifications refer to the pond scheme. They are made up by the introduction of two new sedimentation tanks and by the transformation of the facultative pond into an aerated pond. A new distribution chamber at the inlet of the plant restricts the flow to the trickling-filter scheme to 4.0 Ml per day according to the maximum capacity of line 1. The previous facultative ponds are operated in line, (all flow is introduced at the new inlet of the aerated pond. The schematic layout is presented on Map No. 21. The design is covering the projected flows for 2024.



The detention time in the maturation ponds are not sufficient to achieve the reduction of the FCs to a satisfactory extend. Therefore a chlorination unit has to be introduced prior to the final discharge.

  • The consultant shall proceed to prepare a pre-qualification dossier on the basis of criteria as reviewed and accepted by the Contracting Authority and the European Commission The dossier shall be consistent with the tendering procedures and rules and regulations of the European Commission.

  • The consultant will solicit for expressions of interest on the basis of the pre-qualification dossier from potential turnkey contractors

  • The consultant shall further evaluate the expressions of interest and rank them in accordance with the criteria in the dossier. The evaluation report will be prepared in accordance with the format as shall be agreed with the Contracting Authority and the European Commission and upon acceptance shall prepare the draft construction contract.

  • Construction of sewers is expected to pass through heavily build up areas in the City. Inevitably compensation requirements are likely to be significant. The consultant therefore will be expected to assemble a team to evaluate compensation requirements and recommend to the employer on amounts to be paid out to the individual beneficiary.

  • The consultant shall also be expected to undertake a risk assessment and mitigation plan to with regard to cost control, quality control and timely completion of the construction contract and shall advise the Client in due time on the measures needed to ensure that the Construction Contract is completed in time at the right cost and good quality before and during implementation of the Construction Contract.

Stage 2 activities shall consist interalia of:

  • Preparation of commencement instructions

  • Supervision of Construction as “Resident Engineer”, providing technical guidance of implementation of construction, keeping site records on progress, manpower, weather, equipment available on site and preparation of progress reports via Monthly reports, quarterly reports, draft and final completion reports.

  • The Resident Engineer is proposed to be present throughout the construction Supervision phase as, to ensure successful implementation of critical design elements.

  • The Consultant will provide overall site supervision and will undertake quantity control of materials and works, and monitor all activities associated with the contract. These activities are further described hereunder.

  • The Resident Engineer will be assigned full time to supervise and control all activities of the Contractor in connection with the works.

  • It will be ensured that construction works and materials will be in accordance with the design and specifications and any modification made thereof. These will include checks on lines and levels already established by the Contractors, compliance with safety requirements, registration of progress on all sites and maintenance of records of all materials used in the permanent works and noting and reporting trade, plant and equipment employed or installed in the construction works, weather condition and all such matters relating to the business of supervision of similar nature as will be required in the course of the services to be commented upon. These activities will be collated and compiled on a daily basis for further review and transfer to the PC in the site office.

The stage 2 activities will comprise but will not be limited to.



  • Consultant’s reviews of the Contractor's work program & method statement.

  • Preparation of procedures for quality control & inspection.

  • Checks of the quality of surveys.

  • Definition of safety standards.

  • Introduce a recording & reporting system.

  • Prepare a risk assessment & mitigation plan.



The specific duties of the Resident Engineer will be:

  • Liaison with WASA and other Government Departments;

  • Liaison with the Consultant’s head office for logistical and engineering matters and backstopping support;

  • Review and monitoring of work programme and concepts for project implementation;

  • Review of Cash Flow projections prepared by the Contractor

  • Establishing accurate records of existing site conditions;

  • Preparation of all Reports including Monthly Progress Reports

  • Advise all team members, and associated staff on project matters and delegate authority;

  • Monitoring and support of project progress, performance delays, difficulties;

  • Financial monitoring and analysis, payment certificates, cost projections;

  • Coordination the assignments of the experts of the Consultant

  • Supervision and co-ordination of the works and services of the Assistant Resident Engineers.

  • Organisation of regular site meetings and special meetings as required.

  • Preparation of reports during the course of the construction.

  • Contract management and monitoring of works for all subcontractor services;

  • Method statements for the construction of the works which correspond with the programmes;

  • Approve all designs and supporting drawings etc., i.e. civil, structural, process, supported by the Contractor;

  • Propose lists of suppliers, manufacturers and sub-contractors;

  • Preparation of variation orders;

  • Review and recommendations regarding claims and contractual issues;

  • Maintain records (historical, quantitative, financial and qualitative) of site activities;

  • Verify and approve as-constructed drawings that have been prepared by the Contractor.

  • Issuance of the Completion Certificate after successful testing of the plants.

  • Check and approve as-built drawings, operations and maintenance manuals, quality of materials for permanent works for compliance with technical specifications, supervise testing, inspection and commissioning of completed works.

  • Providing superintendence during a 12 – month defects liability period after substantial completion.

When the supervisor issues a certificate, he/she must be satisfied that relevant, reliable and sufficient evidence exists that:

  • The tasks have been properly performed; and

  • The amounts claimed by the contractor(s) have actually and necessarily been incurred in accordance with the requirements of the contract he/she is supervising.

The Consultant should pay particular attention to ensure the sustainability and dissemination of project results. The Consultant must also observe the latest visibility guidelines concerning acknowledgement of EC financing of the project.

4.4.Project management

4.4.1.Responsible body


Contracting authority: The National Authorising Officer

Ministry of Finance and Development Planning

P.O. Box 630 Maseru 100 Lesotho

(tel:++266 22 311100 – fax:++266 22 310281)


Project supervisor: The Principal Secretary

Ministry of Natural Resources

P.O.Box 772 Maseru 100 Lesotho

(tel:++266 22 322334 – fax:++266 22 310520)



Project supervisor's representative: The Chief Executive

Water and Sewerage Authority

Headquarter Building off Moshoeshoe Road

P.O. Box 426 Maseru 100 Lesotho.

(tel:++266 22 312449 – fax:++266 22 310006)

4.4.2.Management structure


The Water and Sewerage Authority (WASA) is a semi-autonomous body entrusted by the Government of Lesotho (GoL) through the Ministry of Natural Resources (MoNR) to provide water and sewerage services to the gazetted urban centres in Lesotho. At present Maseru and fifteen other centres are gazetted as urban centres and as such WASA has to provide these services to these towns, although in practice services are not yet extended to cover all the centres completely. Most of the peri-urban areas are not (yet) served, and some industrial demand is equally constrained by availability of infrastructure to meet the services required. Water supply outside the urban centres is the responsibility of MNR, Department of Rural Water.

For the management of this project it is planned to establish a Project Management Unit at WASA within the Engineering Department and a Steering Committee composed of representatives from the Ministry of Natural Resources (MNR), Ministry of Economic Planning, Head of Delegation of the European Commission, City Council of Maseru und User Groups


4.4.3.Facilities to be provided by the Contracting Authority and/or other parties


Where necessary, the Contracting Authority will assist the Consultant in obtaining:

  • Entry and exit visas and resident permits for his expatriate staff and their direct dependents;

  • Any permits required for his staff to carry out their duties in the country;

  • Import and export permits for personnel belongings of his staff

  • Import and export permits for equipment, including vehicles, required for the implementation of the services.

On request of the Consultant, the Supervisor will make available for inspection and duplication - the latter at the Consultant’s costs - all relevant reports, documents, maps and data.

5.LOGISTICS AND TIMING

5.1.Location


The location of the Project is the City of Maseru in the Kingdom of Lesotho.

5.2.Commencement date & Period of execution


The intended commencement date is and the period of execution of the contract will be 12 months from this date for the design and 48 months for supervision including a 12 months defects liability period. Please refer to Articles 4 and 5 of the Special Conditions for the actual commencement date and period of execution.

6.REQUIREMENTS

6.1.Personnel

6.1.1.Key experts


All experts who have a crucial role in implementing the contract are referred to as key experts. The profiles of the key experts for this contract are as follows:

The Project Manager is expected to be supported by other experts as to perform the scope of works as defined in these Terms of reference for each of the distinct study stages. This expertise shall encompass but not necessarily be limited to:



  • Civil engineering, particularly in design of sewerage schemes and wastewater treatment facilities

  • Hydrology and hydraulics

  • Mechanical and electrical engineering

  • Surveying

  • Structural engineering,

  • Soil mechanical engineering

  • Documentation/contracts specialist

  • Quantity surveyor

  • Land economist/valuer and socio-economist

  • Environmentalist

  • Fluency in English.

This expertise may be supplied by short-term or medium-term experts for one or more of the stages and the expert(s) so provided could cover one or more disciplines.

It is anticipated that the total man-months input for the final design and tender documentation will be of the order of 30 man-months of international, regional and local experts.



Key expert 1: Team Leader (Resident Engineer)

Qualifications and skills

Civil Engineer with minimum 15 years of particular experience in the design of sewerage schemes and wastewater treatment facilities and preparation of tender documents, computer literate in CAD, Excel, Word etc, fluent in English

And/or:

Civil Engineer with minimum of 10 years of particular experience in the supervision of large construction contracts in sub-Saharan African countries, computer literate in CAD, Excel, Word etc, fluent in English.



General professional experience:

General managerial experience and team leadership.



Specific professional experience

Design of treatment facilities for industrial wastewater, tender documentation and supervision of EU – financed contracts.


6.1.2.Other experts


CVs for experts other than the key experts are not examined prior to the signature of the contract. They should not have been included in tenders.

The Consultant shall select and hire other experts as required according to the profiles identified in these Terms of Reference. These profiles must indicate whether they are to be regarded as long-term/short-term, international/local and senior/junior, so that it is clear which fee rate in the budget breakdown will apply to each profile. For the purposes of this contract, international experts are considered to be those whose permanent residence is outside the beneficiary country while local experts are considered to be those whose permanent residence is in the beneficiary country.

The Consultant should pay attention to the need to ensure the active participation of local professional skills where available, and a suitable mix of international and local staff in the project teams. All experts must be independent and free from conflicts of interest in the responsibilities accorded to them.

The selection procedures used by the Consultant to select these other experts shall be transparent, and shall be based on pre-defined criteria, including professional qualifications, language skills and work experience. The findings of the selection panel shall be recorded. The selection of experts shall be subject to approval by the Contracting Authority.

Note that civil servants and other staff of the public administration of the beneficiary country cannot be recruited as experts.

6.1.3.Support staff & backstopping


Backstopping costs are considered to be included in the fee rates.

The costs of support staff must be included in the fee rates of the experts.


6.2.Offices


Office accommodation of a reasonable standard and of approximately 10 square metres for each expert working on the contract is to be provided by he Consultant.

The costs of the office accommodation are to be covered by the fee rates of the experts


6.3.Facilities and equipment to be provided by the Consultant


The Consultant shall ensure that experts are adequately supported and equipped. In particular it shall ensure that there is sufficient administrative, secretarial and interpreting provision to enable experts to concentrate on their primary responsibilities. It must also transfer funds as necessary to support its activities under the contract and to ensure that its employees are paid regularly and in a timely fashion.

If the Consultant is a consortium, the arrangements should allow for the maximum flexibility in project implementation. Arrangements offering each consortium partner a fixed percentage of the work to be undertaken under the contract should be avoided.


7.MONITORING AND EVALUATION

7.1.Definition of indicators


  • Optimum use of financial resources.

  • Timely execution of contracts.

  • Quality of executed work.

7.2.Special requirements


none



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