Document of

The World Bank

FOR OFFICIAL USE ONLY

Report No. 11791-SL

STAFF APPRAISAL REPORT

REPUBLIC OF SIERRA LEONE

FREETOWN INlASTRUCTuRE REHABILITATION PROJECT

MAY 11, 1993

t_~~~ ~ ', t.,... ' ' ' 8 1

Infrastructure Operations DivisionWestern Africa DepartmentAfrica Regional Office

TIis document has a resricted distribution aN may be used by recipens only In the performance oftheir officii duties. Its contents may not oeise be dicosed without Wodd Bank authoizon.

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CURRENCY EOUIVALENIS

Currency Unit = Leone (Le)US$1.00 Le 550Le 1.00 US$0.002

WEIGHTS AND MEASURES

1 meter (m) 3.28 feet (ft)1 hectare (ha) = 2.47 acres1 kilometer (km) = 0.65 miles (mi)1 liter (1) 0.220 Imperial gallons1 Imperial gallon (Ig) = 4.54511 cubic meter (m) = 220 Ig

ABBREVIATIONS AND ACRONYMS

CBD Central Business DistrictCDC Commonwealth Development CorporationCPI Consumer Price IndexDOFDEP Department of Finance, Development and Economic

PlanningDOHSS Department of Health and Social ServicesDOIA Department of Internal AffairsDOLEP Department of Labor, Energy and PowerDOLHE Department of Land, Housing and the EnvironmentDOW Department of WorksFCC Freetown City CouncilFIRP Freetown Infrastructure Rehabilitation ProjectGOSL Government of Sierra LeoneGVWC Guma Valley Water CompanyMU Maitenance UnitNGO Non Government OrganizationPMCU Project Management and Coordination UnitPPAR Project Performance Audit ReportSLRA Sierra Leone Roads AuthorityUNDP United Nations Development Programme

FISCAL YEAR

Government of Sierra Leone July 1 to June 30GVWC November 1 to October 31

FOR OFFICIAL USE ONLY

REEOWN INFRASTIUCU RERIABATION PRQJF

TAML OF CONTENT

CM= DANDEQJECt3 SM ARY ................................ i

I~~~~~~....... n<R......... ............... I

U. THEURBAN ............... * * 2

A. SectorOv ewvlm ............... . 2

1. Population and U zaion ............ ........ 2

2. Urban i Freetowm .................... 3

3. Instiuonal Framework for Sector Deve!opment and Management ... 7

B. Sector Development Strategy ............................ 9C. Bak Involvement in the Sector ............................. 9

m. HEPROJECT ................... 10

A. Ptoject Qlngb d Fornulation ............................. 10

B. Projec Objectves ..................................... 10

C. Projed Decdption ................ . . . . 10

D. Project Cpon tdnt .13E. FiningPa ................. 14

IV. PMPLEMENTAIM ................................ 16

A. mpleAgoiesandResponsbfies ..................... 16

1. Project l ntation ...Ar m . ................ 16

2. SlerraLeoneRoadsAutority(SLRA) . . 16

This report is based on doe finding of Dank appaisa and preapprasa mission which visted SierrLan in M/Ail 1993 and Feray 1993, epectivdy. Ih aris mission comprisedMoms Nguyen Ti (Principal Operais Offie and Mio Leder), Mrk Mabnda (FiailAnayst), Steve Amanng-Yankon and Antoy Amu (Consulban). Theled by Mr. Nguyme Tim and coWmrd Mes. Mat Mabad, Hinsh Ueno (ecomut), PewDawes, Stioe Anoenin-Ynk and Anthoy Anmuz (Consultants). Moem Main Betuud and Amo

Dlbt acted as peer revkw Mr Pez San Juan pmvided secretai support Mr. James Writ

and Mr. Edwin Lm ar the managin Dsion Chief ad Depatment Director, spectively, fo thcoo.

This document has a restricted distribution and may be ued by recipients only in the perfomanceof their offica duties. Its contents may not otherwise be disclosed without World Bank authorization.

3. GumValleyWatwrCompany (GVWC) ................... 174. Freetown City Couni FCC) ......................... 18S. Departmea of HealthandSSocaServices . ................. 19

B. Status of ProJect Preparation . ... 1.9. ...... .......... 19C. Project hnplemenaon Schedueo . * * * * * * 4 * * * * * * *...... ^.

D. Prcuwmnt .... ...... *t .. ...... 20E. Disbusements . ..... ........................ 23F. PojeAonig and Auditig ......... ....................... . 24G. ProjectReporting Monlt andSupervsn ................... 24H. Environmena Aspects .................................. 25

V. GVWCS ENANC ....................................... 26

A. PastFinancalPeform¢ance .......... 4 4..................... 26B. Wat Tarifs ......................................... 28

C. BilhingandCollection . .................................. 30

D. Accouning d Auditing ..................... ... ... ******** 30E. GVWC'sFaancing Plan ................................. 30P. Financial Projecions .............4.. ..................... 32

VI. PROJECT JILTIMCAlOND ANRISKS ................................... 33

A. ProjectBenefits . . ..................................... 33B. Povety Alleviation ....... . ................. 34C. Economic Anlysis . .................................... 35D. Project Risks ..................4 .................... 36

'V. AGRE.....REACH..AND ...... * ........ 36

A. Agneents Reached ......... .......... 36B. Recommendation ............... 39

ANNE=9

2-1 Urban Sector Profile2-2 Sia Lene Populaton 1990-20002-3 Household nome in Community Upgradi Area24 TOR - Oanand Fiil Review of FCC2-5 TOR-StructSue Pln for Greatr Frnow

3-1 Detailed Project Decpton3-2 TORs - Review Study on Solid Waet Maupmen in Greate Fetown3-3 TORs - Trdfic Managemnt Study for Frtwn3-4 Establishmn of Ma nace Unk wthin FCC3-S TORs - Municipal Efgineer3-6 Deled Projec Cost Esimates

4-1 SLRA - Orgnizatn Chart4-2 TORs - Projec Mn r4-3 Projec Managemet and Coordinationi Unik

4-4 GVWC - Orgnization Chart4-5 FCC - Orgaization Chart4-6 Project Implementation Schedule4-7 DeUails of Procurement Arrgement4-8 Estdmated Disbursement Schedule4-9 Supervision Plan and Key Performace Indicators4-10 E ro nalImpact As nt and Mitgation Plan

5-1 GVWC - Inome Staements, 1982-1992S-2 GVWC - Balane Sheet, 1982-1992S-3 GVWC - Funds Flow Staements, 1982-199254 GVWC - History of Water Tariffs5-S GVWC - Projected Income Statements, 1993-20005-6 GVWC - Projected Balance Sheets, 1993-20005-7 GVWC - Projected Funds Flow Statements, 1993-20005-S GVWC - Assumptions for Financial Projections

6-1 Economic Analysi

7-1 Documents on the Project File

IBRD No. 24740 Proposed Project Areas In FreetwnIBRD No. 24741R Guma Valley Water Company - Water Supply System

n'OWN 1TANQN R0

CRED1T AND pRo SR

BReublic of Sierra Loeo

Sierra Leone Roa6 \thit (SULA); Guma Valley WtrCompany (GVWCQ; I reetown City Council (FCC); andDepartment of Helth and Social Services (DOHSS)

Amont SDR 18.40 million (US$26.0 million equivalent)

TmM: Standard IDA, with 40 years murity

:doft TMM SDR 13.45 million (US$19.0 mifflion equivalent) of the Creditwould be made avable from the Goverment to SLRA as grant.Ihe rmining SDR 4.95 million (US$7.0 milion equivalnt)would be onlent from the Govenment to GVWC for 20 yearsicluding a grace period of five years at Bank's standard variableinterest rate. GVWC would bear the foreign exchange risk.

]!roEt oisd RK Ih. prposed project comprises five components: (i) urbanupgradg, including the improvement of: six selectedcommunity/slum areas by providing roadfbooat and drainge,wate supply, toilet, sanitary and solid waste disposal facilities;six city ceter markets by providing water supply, toilet andablu facities, garb collection and disposal facilies and

rpairs to market building stucrs; and solid waste operationand management; QQi) rehabiitatk'n/upgrading of accss roads inthe project areas; (iii) improvement of GVWC's water supplysystem and operations by reducing water leakage, carrying out a

metering and connection program; (iv) strengtheing ntitutionalcapability of SLRA to manage and coordinate the implementationof the project, and Freetown City Council's capacity to carry outroutine maitenace of roads and other infrastructurl facilities;and (v) tehical assistce including studies to address longer-term Issues concerning the in*astructural development of GreaterFreetown, solid waste management, water supply and seweage,organitional and fincial review of FCC and trafficmanagement In the City.

Benefits: he project will provide essential infrastructre to supporteconomic growth in Greater Freetown and improve livingconditions of low-income households. In particular, thecommunity/slum upgrading component will improve the health and

living conditions of some 96,000 residents in the six selected

i

ar. lhe market upgadWing compoent will direcdy beneit tehealth and hygien of al uses, possibly 25% of the citypopulation, enhance the eonomic activities of market traders, andinacr the revenue base of FCC The toads component wouddprovide urgenly needed improvements to urban rods androadside drains, which wUi impove traffic circulation, reducedamage to vehicles, improve pedestrian safety and circulation andreduce edirome degradation caused by uncontrolled flows ofsurfco watr. The water supply component would improve theoperational ffciency of the existng system; strengther thetecdnical and commeri operato of GVWC; and emsue asuply of potable wat to the residents of beneficiary alum areasand upgraded markets, directly benfting the poorest residents.Instional capacity to be developed within FCC will help sustainthe infastrucre facilities in the City including those providedunder the project.

Ria6: The mah risk is assoaed with the capacity of the implementingagencies to manage the imple a of a nber of sectoralprojecs in parallel. While GVWC, with its long history ofcapable techicl performance, is expected to manage well theimplemention of the wat supply copnoent, SLRA will requiresupport to implement the rest of the project. The performmce ofthe h-roject Mmagement and Coordination Unit (PMCU/FIRP),which was set up within SLRA (reportin directly to Its DirectorGeneral) just prior to credit negotiations, would be critical to thesuccess of the proposed project. The recent appointment of theProject Manager to head this Unit and the appointment of its keystaff (ocal countpart Assistant Project Manager.Engineer/Procurement Specialist and Project Accountant) prior tocredit effectiveness would minimize this major risk. Another riskis related to the availability of countepart funding, whih theGoverment has agreed to makw an int deposit of Le 200million and quarterly disbursements into a project account to beestablished prlor to credit effectiveness.

In

idec COMM= USS Million EquivalentLa& Ala Eagin in

I. Urban UpgradingO) -------emel of Deprived Swlenms 2.65 2.63 5.28(H) Mar"etwopwent 1.63 0.85 2.48(I) Sol"4 Waftm -

Sub-tot 4.28 3.85 8.13

it. Rebtab atlon/gadi of Accs Roads 3.63 4.12 7.75m. Water Supply Component 3.81 3.20 7.01Iv. nsttonl support

(I) To FCC 0.59 1.74 2.33(i) To SLRA 0.09 0.71 0.80

V. Technical Assistance 0.28 2.54 2.82VI PPF Re1ind - L50 LaQ

B.as Cost Estimate 12.68 17.66 30.34

Physical Conteci 1.27 1.63 2.90

Price Co cies J S1

Total Project Cost J520

Fl2f Pla:US$ Million Equivalentd Foreign Iatai

Govemnment 9.30 - 9.30FCC 0.10 - 0.10GVWC 0.60 - 0.60IDA 20.80 26.0

Total 20 20L Q

madmed Dibureet

EDA W 1YtUS$ Million Equivalent

Anna 4.5 6.5 7.6 4.7 2.7Cumulative 4.5 11.0 18.6 23.3 26.0

I Jcldg duties nd asoigUSS7.4 = i quivalent

iv

r:guJgjRaejf RWnm

Community/Slum Upgrading 21%Market Iprovement 13%Leakage Reduction 35%Access Roads Rehabilitation/Upgrding 47%Combined Reur 34%

Ma: IBRD No. 24740 Freetowa and Environs - Project AreasIRD No. 24741R Gums Valley Water Company - Water Supply System

:ErOWL INRrU,1t R EfiUDNAli C=E

1.1 Sierra Leone is endowed with substantal mineral resources, ample cultivable agdculturaland and rich fbsheies. However, as a result of pt mismanagnt of resources and inadequaedevelopment effors, the majort of its people live in tme poerly with a per capita income ofabout US$240 in 1990/91. It is classified as one of the least developed- countries ty the UnitedNations. Sim,e the lato '970s, Govermment Intitus have dediorated and have limitedcapabilit- -llver even the most basic services. Most iunracture systems have similarlydeteriocrd to a point of =ar colapse. T livg conditions fr uban residents, particulaly Inthe capital, Freetown, are espcialy difficult and their quality of life, economic opportmities andenvironmental conditions are extemely poor.

1.2 In December 1989, tc reverse past trends, the Goveranment embarked on a far-reachingreform pogram, aimed at stabilization and strucur adjustment of the economy. Significantreform measures have been succesuy Implemened, including liberaization of the exchangerate, deconol of commercial bak lendg rates and substa increaes in other interest rates,tregthening of revenue collction and ependiture controls, liberiizton of domestic pricing

and trade and revamping of natural rsources policies. In ealy 1992, the Governmentcommenced a further program of economic recovery and structural adjustment with the support ofinternational agencies including IDA.

1.3 IDA has actively supported the Govrnent's structural adjustment and economic.recovery program through a reconstruction import credit (Cr. 2352-SL) approved by the Board onApril 14, 1992. This policy-based credit has helped to restore the Government's capacity toprovide essenti services and to manage economic reforms. It was followed by two investmentcredits, the first for the rehabilitation of the power supply and distribution aproved by the Boardon April 21, 1992 (Cr.2356SL) ad the second for tehabilitation and manance of the roadssystem approved on Decmber 22, 1992 (Cr.2451-SL), and a technical assisnce credit (Cr.2435-SL) approved on November 19, 1992.

1.4 The Government has requested IDA to finance a project to Improve the quality of life andenvironmeal conditions for the most disadvantaged groups in Freetown. Ithe proposed projectwould meet this objective by providing essential Infrastructure including roads and drainage, solidwaste collection, water supply and sanitation in six areas identified as the most deprived in thecity, and carrying out badly needed structural repairs and environmenal improvements to six ofmain city markets. It would help improve the water supply opetions of the Guma Valley WaterCompany (GVWC) by reducing water leakage and carrying out a metering and connectionprogram. It would also help establish an institutional capability within the Freetown City Council(FCC) to handle the routine maiten to prevent the deterioration of the infrastructure facilitiesand services in the city and stengten the capacity of the Sierra Leone Roads Authority (SLRA)for project imple n. Furthermore, it would attempt to sensitize the residents in theaffected areas on the need for hygiene and environmental sanitation in cooperation witf localNOOs through their community development programs. the proposed project aims atimplementing a carefully selected range of emergency physical improvements that would benefit

-2 -

the low-income residents and, at the same time, defining and establishing a famework for longerterm urban development of Greater Freetown and other major cities in Sierra Leone.

H. THEIS S

A. Sector Overview

1. hPunlaon and LV zm

2.1 Current estimates put thae population of Sierra Leone at about 4.4 million, up from 4.1million in 1990 (estimated), 2.7 milion in the 1974 and 2.2 million in the 1963 censuses. Thisimplies an inter-censal growth rate (1963-1974) of 2 percent per annum and a current growth rateof about 2.4 percent per annum. The urban population, estimated to be 1.3 million in 1990,accounted for 32 percent of the total and is growing at about 4.5 percent per annum, almost twicethe national average. If these trends continue, by the year 2000 the urban population will almostdouble, and wil represent about 39 percent of the national total. Nationwide, the population hasbeen found to be relatively young, with low education, with high birth and death rates, relyinglargely on subsistence agriculture, and with a high tendency to migrate to urban areas. The urbansector profile of Sierra Leone is elaborated in Annex 2-1. The actual and the projected growth ofboth the total and the urban population of Sierra Leone is shown graphically in Anex 2.

2.2 Analysis of the 1974 census data shows that 21 percent of Sierra Leoneans lived in"urban" settlements with population of 5,000 and above, with Freetown alone accounting forabout 50 percent of this population. The most recent census (1985) indicates that the populationof Freetown was about 12 percent of the total population and is growing at a rate in excess of thenational urban population growth figure of 4.5 percent (para. 2.1). This is partly due to thefailure of the agricultural policy and inability to sustain development in the provinces. Thesituation has been made worse by the war in Liberia and incessant attacks by rebels on SierraLeonean territory. In view of the high densities in central Freetown, most of the new inmigrantshave settled in selected sections of the west, notably Brookfields and Congo Market, and to alarger extent in the eastern areas of Kissy and Wellington.

2.3 The need of new migrants for proximity to employment opportunities has made alreadydepressed areas in the center of Freetown, such as Susan's Bay, Kroo Bay and Mabella, evenmore vulnerable to migration pressures. It is difficult at this stage to predict future urbanizationpatterns in Sierra Leone on account of present unrest. However, with the recent improvement inthe economy and development efforts in the rural areas, an end of hostility could somewhatmitigate current migration patterns.

2.4 Studies carried out In fourteen of the lowest-income residential areas of Freetown duringthe latter part of 1992, confirm that household Incomes are very low when compared to analready low median per capita income equivalent to US$240 per annum (para. 1.1). Assumingthat household income is derived from an average 1.5 income eaners per household, the medianhousehold income would be in the order of US$360 per annum or Le 16,500 per month atprevailing exchange rates. Within four of the fourteen areas which were studied in greater depth,Kroo Bay, Mabella, Susan's Bay and Ginger Hall, the lowest recorded average monthlyhousehold income was in Kroo Bay and was Le 7,500 cquivalent to just over US$13. The highest

-3-

was Ginger Hall where the average monthly Income was Le 9,800 pe month, eqivalent toUS$17. Household Incomes for the s selected conmunlty/slui upgradig areas are shown InAnng 2-. These monthly incomes translate to an annl household Income ranging betweenUS$161 and US$210 or only 4S-38 perct of the nationa average, clearly Indlcating the relativepoverty of these communities. 7Te studies also reveal that of the total household income, onaverage, considerably more than 50 percent is generated from informa sources. It is towardsthese lowest income residents of Freetowt that the benefits to be provided under this proposedproject would be specifically targeted. 1

2.5 At present, no data exists which gives an accurate soclo-economic profile of Freetown, Inorder to Identify exacdy where the inhaitants of the six selected upgrading areas fit within theoveal spectrum of the ciW's population. Howevar, following close consultation with responsibleGovernment agencies, the most deprived areas of the City were Identified, totalling fourteen.These were surveyed in some detail and ranking criteria applied to determine those mostdeserving of improvement. From this process, six setdements were Identified for Inclusion in theproposed project. The total population of the six settlements is some 96,000 persons,representing 12.5 percent of the total (estimated) present population of Freetwn. These representthe lowest income and most disadvantaged sector of the present population of the City.

2. abnInfratu ure in eetown

2.6 Freetown, the Capital City of Verra Leone, occupies the nortaem tip of the narrowpeninsua between the Sierra Leone River and the Atlantic OceaL The City was founded In 1792and since then has grown steadily to its present size with a population variously estimated to bebetween 0.6 and 1.0 million Inhabitants. The topography of Freetwn Is generally hilly nmningdown to the sea and the river, the main focus of the City being the waterfont alongside the SierraLeone River, the residential and business districts spreading south, east and west, into thefoothills of fte Peninsula Mountains. The climate in Freetown is governed by two main seasons,the wet and the dry, with short transitiona periods before and after each. The dry season runsfrom about the end of November until the beginning of March, when rainfall is almost totallyabsent. The wet season builds to a climax between July and September, with montly rainfallsrecorded of 20-30 inches. Ihe climate throughout the year is hot, with daytime temperaturesbetween 21 and 32 degrees Celsius, and humidity is high.

2.7 The Infastucture needs of Freetown are enormous. All facilities have fallen below anacceptable standard throughout the city. Additionally, at present, with limited exceptions, nostrategic plans exist to address the present or future overall needs or needs within sectors.Responsible institutions are unprepared to meet the massive task which faces them. Conclusionsdrawn from studies carried out in 1991 by local consultants, financed by UNDP, of the conditionof the City's infrastructure and institutional capacity can be sum-narized as follows: (i) physicalmeasures are urgently required to stem the tide of deterioration and to improve the environmentalquality and the quality of life of the residents, but that they should initially be limited to thosewhich contrbute to possible long-term developments; (ii) long-term plans should be formulatedfor each of the physical sectors, to enable the design of more major projects to address futureneeds which will result from contimuing natural growth and rur to urban migration; and Qii)institutional responsibilities for the development of each of the sectors must be clarified, and thoseidentified institons must be strengthened to meet the implementation, operational andmaintenance needs of the sectors under their control and to be prepared to meet the increased

ned of the futu. The problems faelng the varous seors are summarzed In the followingpaaraphs.

(a) Rods and-Page

2.8 Pretown has a road network of about 118 km. comprisng 38 km of majot roads, 40 kmof collectorldistributor roads and 40 km of local roads. Most of the major roads and theoollectors/dIstributo wave asphaltic concre sura. Local roads are prdominany surfcewdressed. In all cases, the surfaing has deteriorated, pardcularly on the most heavilynrveledpaved roads. Pavemem suft varyig degrees of dite from moderate to etesive with verylimid reidual life. The enr network i9 characized by inadequat capacity, inadequaesidewalks, lack of traffic signats, inadequate parking facilities, discontdies and generalpedestrian vehicular conflict which leads to congestion particularly in the central business district.The absence of a ring woad has created a situation where alI vehicles from the east to the westmust pass through the cetal business district, thereby aggravating the congestion. The vehiclefleet consists predominanty of tai and privae cars and, to som extent, mini-buses. The majortrs operators avoid the central business district on account of the congestion, typical of the citycenter.

2.9 The drainW systm const of open and covered drins located along roads, whichpear to have been developed on piecemeal bads as road development progresses. Major

stams running through the city appear to have adequate capacities in the upper reaches.However, no outfall structurts have been developed to ensure smooth discharge of storm waterinto the sea, leading to creation of sand bars and effects of tiWal variation. Along the majorroads, the drainage system Is charcterized by: (i) general lack of capacity due to increases instorm water quantidtes with development and desiVn limitations; (i) discontiuities resulting fromthe piecemeal approach to its development; (ii) damaged cover slabs and eroded/scouredsW'ons; (Iv) indinate dumping of solid wastes and street litter; and (v) deposition ofsedimet washed from the step mouan slopes.

-b) Wow &Wy

2.10 Since its nworpation in 1961, GVWC has been managing an effective water supplysystem. Adequate quantities of raw water are available from sources In Guma Valley. Thesesources are sufficieat to sustain fiutu development. The raw water has very low suspendedsolids, and tretmn is by a system of sedimenation and rapid sand filtration followei bychlorination and conditioning to cope with the sofness of water. Present problems of supplyintrrpto and low-pressure In parts of the city are largely the resl of a major trunk anddisbution network deficiency and deterioration of distribution system in the older parts of thecity c g extenivo leakages. Shortages experienced in the eastern sections of the City Is dueto the shorta of Ands needed fbr new extensions to the system. Other problems include: (i)the mdiumrm need to rehabiitate a part of the treatment plaut and service reservoirs; (v) highcost of pumping water to tie elevated are of the city; (il inadequate cost recovery due, in largemeue, to failure to adjust rates to account for massive devauations; and (iv) absence ofuniversal metering to manage demand and improve the revenue collection system.

2.11 Due to the bistorical deut of FCC in diarging its obligations (para. 4.10), thseice has been assigned to the Departent of Health and Social Services (DOHSS). With theassistance of the Federa Goverment of Germany, this Department has established a prvatesector-operated solid wast management system based on removable skips and roll-arm trucks.German technical assistance has also provided the servies of a waste maagement ext whoadvises the contractor and operate a workshop to service the contactoes equipmet and theDepartment's in-house fleet used for door-to-door collection of refiuse and septic tank baling oncomme l basis. The Federal Govenmt of Germany has recently extended is agreemet withthe Governmet to the end of 1993 and will begin a new phas to the end of 1996. The exstgarrangements, though sound in principle, has a number of shortfalls, including: O) the xstingfleet is some ten years old and Is becoming increasingly unreliable; ($1) the conactor, for anumber of reasons, some beyond its control, has not managed the system as expected; (ii) longhaulage distances are further aggravated by the congestion in the city center; (lv) spares for theprivate contractor's fleet are not available; and (v) unsuitability of some of the sites used frdisposal ae not atisfactory.

(d) Doic S

2.12 A system of interconnected sewers exist for parts of Preetown's Cenral Business District(CBD) and most commecl and business houses are connected to it These are gravity sewerswhich discharge into the sea without treat or submarine outfall, thus compounding thepollution and environmental degradation problems prcipitated by flash floods washing solidwes onto the shoreline. Ihe Department of Labor, Energy and Power (DOLP) preparedplans in the late 1970s for etensions of the system and improvement of effluet quality, whichneed to be updated. lTus, for about 90 percent of the residents of Freetown, the only availablomeans of excreta disposal are: () septic tanks in lndividual houses which are baled on regulbasis, and since there are design limittions of these tanks and their soak-away facilities,considable pressure is placed on available baling trucks of DOHSS; (i) pit laines whosedesign could be impwroed to reduce odor, eliinate flies, prevent conct with focal matter and,above all, extend its service life; and (il) the bush and along the shorine, a practice hat ouldbe discouraged by maing available suitable alternatives to the afected communites.

2.13 Sullage water, i.e. the water from sinsl, wash basins and baths, Is normally disposed ofinto the surfce water drainage system (roadside drain) or more often through makeshift channelsto enter and pollute the nearest available stream.

(e) Makets and Abattois

2.14 These potentialy valuable revenue sources for FCC have deteriorated over recent years.Stuctural units and wals are in a state of direar, and roofs an their support structures are Inpoor condition and oonstitu a danger to people and prpery. There is serious ovecrwng andparking, and there are no loadingloffloadleg factes. The abaoirs lack ventiaon,illundnato and ins screens. The surrounding areas are choked with garage, water supplyand ablution facilities are insufficient, and toilets are located far away, thus douagng their useby market operars. Where toilets are located ciose to markes, they are undersized andoverused. In all cases, easy accessibility to sanitary facilities is a major issue.

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(M0 Infasuture in Dreed Areas

2.15 Most of the residents in Freetown live in unsatisfactory conditions having limited accessto even the most basic services. 'he worst and most disadvantaged groups live primarily in thebays close to the seashore. Housing conditions in these areas are very poor with a predominanceof what are locally referred to as "Pan Body" structures, i.e. houses constructed from scrap ironand other waste materials. Services such as water, sewers, roads and footpaths are extremelylimited or non-existent in these areas. Furthermore, these settlements occupy prime land close tothe CBD and the Port and also occupy the alignment of the proposed ring road. As such, thelong term residential status of these areas may not be in the best interest of city development as awhole. Other identified depressed areas, where conditions are somewhat better than thoserecorded along the seafront, but with ultimate land use more appropriate for residential purposesinclude Brookflields, Krootown, Congo Market and Ginger Hall. These communies suffer fromlack of or poor condition of roads, all forms of drainage, water supply, toilet facilities, refusedisposal systems and electricity. Added to flwnse is the absence of basic medical facilities, schoolsand other community facilities. Due to the pioximity of these areas to the city center, populationdensities are high and continued neglect of these areas could lead to a serious epidemic.

(O) urban Mpping

2.16 One of the most basic problems facing agencies responsible for development of Freetowns lack of up-t-date mapping. Available maps date from the late 1950s or early 1960s. These

maps do not in many ways reflect the present stuation and, in order to be able to dimension aproject, laborious surveys have to be made. Tbis is time consuming and expensive, andpotentially damaging to the final project design quality. The availability of reliable up-to-datemapping will also greatly facilitate the property identification and valuation exercises proposed tobe undertaken by FCC, and will help DOHSS and GVWC in the identification of their clients.

(b) Urban

2.17 Urban transport in Freetown is almost entirely operated by the private sector, mainly byindividuals and small firms. The service delivered is char ized by its inadequacy and poorquality. The main reasons for tis are: (i) high operatg costs due to poor roads; (ii) lack offiuds to import new veNhicles and spare parts; and (dil) high Leone import costs for fuel andvehicles due to the effects of devwd vion. As a result, badly _aantaed and run-down buses arecongested and passengers suffer for aiting times and frequent delays due to breakdowns. InFreetown, these problems are compounded by extremely poor road conditions and a lack of trafficmanagement. These problems are being jointly addressed under the Road Rehabilitation andMaintenance Project (para. 1.3) as well as the proposed project. Efforts will concentrate onphysicaly upgrading the road network throughout the city and instituting traffic managementmeasures to increase the efficiency of use of road space to improve the availability of parking andloading/offloading spaces, and to reduce trans-city travel times.

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3. Institutional Framework for Sector Deelopmnt and Manemet

(8) o Sbana Weakesses

2.18 In spite of recent efforts to restrucre the administrative machinery of Goverment, most

agencies active in the urban sector suffer from problems related to lack of trained staff orotherwise inadequate technical capability. Ihe FCC is unable to perform its statutory fimctionsdue to lack of sufficient finance, maVpower and equipment. Revenue generation is limited due towealnesses in the existing revenue base together with deficiencies In billing, collection and

enforcement procedures. Overall financial administration is impaired by inadequate budgetng,accounting, and auditing systems together with ineffective information systems. Conditions of

service are unattractive with the result that many key posts, particularly at senior professionallevel, are not filled. In general, essentW equipment to enable staff tD fulfill their duties is either

in poor condition, broken down, or non-existent. ITe SLRA is a young institution to be able todevote enough time for resolving complicated urban issues. GVWC needs to be modernized interms of technical facilities as well as management business practices.

(b) Institutional Respnsibilities

2.19 Urban Roads. Largely due to FCC's lack of capacity to perform its stutory functions,the management for urban roads in Freetown belongs to SLRA, which is a semi-autonomousparastaal organization governed by a Board of Directors nominally under the technical control of

the Department of Works (DOW)(para. 4.3). Assuming the road planning, design andmaiteance functions previously exercised by DOW, its establishment is a cornerstone of the

ongoing Bank supported Road Rehabilitation and Maintenance Project, and a phased program hasbeen put in place for transition of the road unit from DOW to SLRA with a full complement of

facilities and essent staff necessary for its initial operation. The Authority is headed by aDirector General, who was formerly the Chief Enginee for roads in DOW. The managementteam is assisted by a UNDP financed technical advisor and other technical asistance personnelbeing recruitd under the Road Rehabilitation and Mainnance Project. At present, SLRA isresponsible for all aspects of road construction and maintenance dtroughout the country, including

those in Freetown.

2.20 Man KatWr Su.ppIl. The provision of water supp!- w Freetown is the responsibility of

GVWC, a parastatal organization incorporated under the Guma Valley Water Act of 1961 (para.4.6). The responsibilities of GVWC are comprehensive, covering all aspects of water supplyfrom raw water source identification, impounding and abstraction, treatment, treated watertransmission, treated water reticulation, water billing and sales and the operadon and mainmnanceof the total system. GVWC Is governed by a Board of six Dikectors, of which three arenominated by the Governmet, and include the Chairmnn of the FCC Committee of Management.

2.21 Solid Waste Manam . Although statutorily a function of Freetown City Council,DOHSS is currently managing the collection and disposal of solid waste in Freetown through its

Environmental Health Division. This division receives technical and financial support from the

Federal Government of Germany (para. 2.11). A sanitary engineer has been enged by theDepartment to coordinate enviromnental sanitation projects and collaborate with DOLEP in theconstrction of toilet facilities and related activities. The system adopted is based on Sme skips

which are located at strategic points throughout the city. These are collected by a fleet of roll-arm trucks for emptying at one of the two disposal sites located at King Tom to the west, and

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Graville Brook to the east of the CBD. The system is operated by a private contractor who hasa fixed term contract with DOHSS. Under this contract, the contractor is provided with skips,trucks and the use of a vehicle maintenance workshop, al of which were provided by the FederalGovernment of Germany. In addition, spare parts are supplied. The contractor's mainrsponsibility is the provision of vehicle ertors, fuel and management. A viable commercialsystem for septic tank desiudging and the collection of certain insttutional wastes is being run byDOHSS.

2.22 Domest Sanitation. DOLEP is responsible for sewerage, water supply, and electricpower generation and distribution. In addition to electric power supply, It supervises the activitiesof GVWC and also runm a parallel in-house water supply unit responsible for areas outsideFreetown. This in-house unit is also responsible for the limited sewerage system in the center ofFreetown and is responsible for preparing policies and plans for fimre extensions.

2.23 Ciq Markets and Abattoir. FCC is responsible for the management, maintenance andoperation of the city markets and abattoirs, which provide facilities for the trading of the principalstaple foodstuffs and basic household requirements to the vast majority of the city's residents.The six main Freewn makts typically comprise a market ball, normally (with one exception,Guard Street) of masowy construction with a galvanized Iron roof supported by a woodenstcture. Internally, trading is caried out from concrete tables, which are rented by the squareyard to sellers. Externaly, city markets provide a trading area for a large number of inormalsellers who trade their wares from make-shift wooden klosks or from baskets and mats on theground. These trading areas spill over into adjacent streets and alleyways. Most markets havelimited toilet facilities, and garbage disposal skips are located within the vicinity of each. Theoldest market building on Krootown Road was constructed in 1898.

2.24 Munici an. FCC has attempted to improve its internally generated rvenue overthe lat five years, but has encountered many problems. The main sources of internaly generatedrevenue are city rates, licenses, fees and other user charges, together with inerest on investment.City rates have provided a consistently high proportion of ttal intnally generated revenue forFCC in the past three years. However, there exists considerable poteidal fr increasing FCC'sinwtenly generated revenue by: () improving the existing city rate system through upKdtig ofthe tax base by means of a revaluation, to ensure thatll rateable properties are assessed atcurrent values; () reviewing the existing system of fees, licenses and other user charges tomaximize cost effectiveness; and (il) underakig a complete overhaul of the existing systems forbilling, collection, and enforcement

2.2S FCC will need tO develop its insutiona and financi capacity to provide the full rangeof sevic requie in Freown, particularly effectivo e of existig and newnfastucture, and to demonstrate the le beefits of a reiable local taxation sys that will

encourage local ratepayers to conltrbut to the cost of services provided. In this connecton, ithas been agreed with FCC and the Government that, the proposed project will include anorganizational and financial review of the City Council, which will study the present situation andmake recomm ions for necessay improvemen. The terms of reference for the proposedstudy are shown in Annex24. Agreement has been obtained that this study will be completed byDecember 31, 1993.

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B. S tnL -mm s1 gz

2.26 Ihe above discussions on the issues facing urban infastruture in Freetown, and mostlikely representative of other major cities in Sierra Leone, could be summarized as follows:

(i) . AU infrstructure in the city is in a run-down condition: roads are heavily pot-holed and much of the surfacing is seriously deteriorated; both surface water andsanitary drainage systems are in a poor state of repair and are desperately in needof rehabilitation; drains are frequently uncovered and present not only a healthhazard but also an accident hazard. Markets are overcrowded and unhygienic forboth sllers and purchasers. Lage areas of substandard housing exist, where littlephysical Ihfrastructure is present The two sub-ectors, where conditions arebetter, are in solid waste collection and disposal, where an embryonic system is inoperation, and in the supply of potable water. However, even in these sub-sectors, service levels could be substantially improved;

(ii) Infastructure operation and maintenance responsibilities are not clearly definedand agencies responsible for the provision and maintenance of infrastructurewithin the city are under considerable pressure to carry out their allottedunctions. They would need assistance in finance, trained manpower andmaterials and equipment to be able to stem the tide of deterioration and toeventually bring about much needed improvements; and

(iii) There has bsen little or no recent effort to prepare plans and programs to addressthe Intructe problems of the city. Most improvements attempted have beenbased on an 'ad hoc' decision making process with insufficient access to up-to-date socoeconomic and demographic information.

2.27 The Government's response to the above problems is a three-part development strategy:(I) to address the most critical infrastructure needs on an emergency basis; (ii) to build thetechical and finaal capacity in the main urban infrastructure agencies of the country to operateand maintain improved inf ; and (III) to undertake strategic planning to detemne themedium and longer-term grow chacteristics and investment needs of the city. This staegywould be supported by IDA and other aid agencies active in Sierra Leone. The proposed projectwould include provision for tie preparation of a strucure plan for Greater Freetown with theterm of referpnce shown In Annex 2-. Agreement has been obtained that this study will becorpleted by iSeptember 30, 1994.

C. Bank Invyolement in the Sector

2.28 The proposed project would be the firt Bank urban development operation in SierraLeone. In thi related roadhighway sector, however, the Bank has financed three projects wbichwere approved in 1971, 1981 and 1992. The PPAR/PCRs on the first two highway projects citedte followig main lessons relevant to the proposed project, including: (o if roads are to be

abiitated or rebuilt, a specific lHst of roads shd be agreed during negotions ad Includedin the credt agreement; (i) provision dould be made for adequat local urency fimding; and

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(iiV supervision by IDA should be frequent with required pefomace defined in an action planto be agreed on at negotiaions, and DA management should be prepaed to intervene prompdyto resolve problems. These lessons bave been incorporated in the desip of the proposed projecst

m. THE

A. Proeet Origin and Formuldon

3.1 In 1991, at the request of the FCC, the UNDP finaced a study to assess the condition ofthe physical infrastructure in the City and to mae recommendations for iovements. A draftFinal Report was completed in September 1992 with the supervision of IDA, and recommended aprogam to rebabilitate the severely deteriorated and dilapidated physical inuctre of theCity.

3.2 Following the romption of Bank operation In Siera Leone in Apdl 1992, the Bankassisted the Government in preparing an immediate project to address the untiscy conditionof urban infastructure in Freetown. In July 1992, a project identification mission visited SierraLeone and based on above-mentioned UNDP financed study, idendfied possible compon of anurban rehabilitation project. In November/December 1992, a prject preparation mission visitedSierra Leone and assisted GOSL to identify and appoint consultant to pre engineering studiesfr the main components of the proposed project, which include urban upgr , marketupgrding, urban road impovement and watr supply. In February 1993, an IDA pre-ppraisalmission visited Sierra Leone to begin the appras of the project and its In sub-compnent. Project appras was carried out by an IMA mission in March/April 1993.

B. lect Obices

3.3 The primary objective of the proposed project is to improve the infrastructure in GreaterFreetown, with special regard for the most disadvantaged sectors of the urban poor in the city. Itwil also e c sustanability of such urban instructure by bovin the techcal andfinancial capacities of agencies responsible for operating and maiaining new fcities and forplaming and managing fiore investment programs.

C. ]BM e Z

3.4 The proposed project will comprise five componems: O) urban upgrading; (ii)rebabilitation/upgrading of access roads; (iii) water supply; (iv) instittlons support to SLRA forproject Implemenation and to FCC to help establish a mainten caacity; and (v) technicalassnce. These components are described in detail in Annex 3-1 ad are summrized below:

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(1) lb 1~

Q) ImpMy g payl Settemerl : Of the fourtee identfie deprivedare of Freetown, six areas exhbitng the worst conidons have beenselected for upgrading under this project, including KrootowwnKoo Bay,Mabela, Susns Bay, Congo Markt, Brookfields and Ginger Hall. Ass0me of these settlements occupy prime urban land which may be assignedto other uses in the future, ondy minimum upgrading measures will beprovided at these sites including the provision of communal facilities ofwater supply, toilets and solid waste disposal, and the access needed toservice such facilities. For the remaining areas, a more comprehensiverange of upgrading measures would be provided, including roads andfootpaths, water supply, sanitary facilities and drainage;

(ii) Market rmm: Ibis sub-component will improve the conditions atsix of the busiest city center markets (Krown Road Market, SmyfteStreet Maret, Kenmedy Stree/ Kissy Road Market, Garrison StreetMarket, Guard Street Market and Abattoir, and Bombay Street Market)which are unhygienic, overcrowded and severely dilapidated. The projectwill improve public health facilities and arrest the deterioration of marketbuildings. The proposed improvements are considered to be emergency,short-term measures which will not prejudice longer term studies of thesuitability of market location within the city. The project will improveWSater supply, toilet and ablution facilities, improve access, garbagecollectio and disposal facilities, and provide Struc repairs to marketbuildings; and

i}) SolidWaaste Management. As many of the problems of the settlement andmarket areas are connected with the accumulation of uncollected solidwaste, the project will support and extend the on-going solid wastemanagement project operated by DOHSS with the support of the FederalGovernment of Germany. The proposed project will include provision forthe acquisition of 50 garbage containers to be sited within the projectupgrading and market areas, 2 skip trucks and required transport vehiclesto support the monitoring UDit of DOHSS. In addition, a study (the termsof refrence are shown in Annex 2) will be financed under the project torevw the solid waste management system in Freetown and to recommendlong-erm options to address orgtional, technical and operationaasec of this sector. Agreemnt has been obtained that this study will becompleted by March 31, 1994.

(11) ezatln gading of Aces Roads: The roads component will mainlyprovid access to deprved areas and markets selected for upgrading to complement on-going efts to hilitate roads within the city, curretldy finaced under the IDA-finne Road Redabilitation and M _ai Project (para.1.3) to remove bottlenecksand enhan trans-city movemes. Physical works will concate on the repair and

kwoen of ariageway and footway surfaces and, in order to sustin theseImproveents, adjacent roadside drains will be provided/ improved to obviate srmwadamge. Exist open drains in araw of high pedestrian traffic will be covered to ensure

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the safety of both pedestrians and motorlsts.hI1s component will also Include acomprehensive traffic management study to facilitae informed decisions on future roadproject and to assist the formulation of a comprehensive traffic and transportation policy.Ihe draft terms of reference for this study are shown In Ann 33. Agreement has beenobtaied that this study will be completed by December 31, 1994.

(Im) NtM ly: Ths component Is aimed at optimig the capaciy of theeidsting wat supply system and Imprving the fiacal and management capacity of theGVWC. lbe project will consist of carTying out a leak detection and repair program toreduce system losses; a universal metering program for all consumers; a routinedistribution program; provision of communications and transport facilities to improve theCompany's operadions; and Improvement of its accounting and billing systems. Studieswill also be carried out under the existing Project Preparation Facility (PPF No.772-1-SL)to assess the water demand and system requirements, review the organization, operation,fies and water tariff stucure of GVWC and recommend measures for improvement.These studies will form the basis for a free-standing water supply/sewerage project to beconsidered for possible IDA financing;

(i) to-SLRA: a Project Management and Coordination Unit for the Freetownnfrastructure Rehabilitation Project (PMCU/FIRP) has been established

within SLRA to be responsible for the implementation of the project, aselaborated in paras. 4.4 and 4.5. A Project Manager has been appointedby SLRA to head this unit. Provisions are included in the proposedproject for the financing of the services of PMCU/F1RP's ProjectManager for at least three years and the acquition of vehicles, officeequipment and supplies for the Unit to be operadonal; and

(g) to FCC an o and financia review of FCC (para.2.25) willbe carried out to recommend ways and means to improve the operationsand finances of the City Council. Subject to the findings of this study,and in order to sustain and ensure the efficient operation and routinemaintenance of physical facilities provided under the proposed project, asweUl as the road network within Freetown, FCC will need to establish ama_itenance capability within its City Enginees Department. Theproposed project will include the provision of the services of a MunicipalEngineer to be charged with the responsibility for setting up and managa mainnance unit (MU) as well as the acquition of the necessayequipment and facilities to service the unit and emergency firefightingequipment. The TORs and organiation chart for the MU and the TORsfor the Municipal Engineer are shown in Annexes 3-4 and 3-5.Agreement has been obined that, subject to the findings andrecommendations of the organiional and financial review to becompleted by December 31, 1993, FCC will establish the maintenancunit and appoint the Municipal Engineer with qualifications satisfactory toIDA by Jamuwy 31, 1994; and

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(V) Th A ssist As mentioned in the above sub-sections, consulting serviceswil be provided under the project to carry out a number of studies for the solid wastemanagement, traffic manement, storm drainage and sewerage and the ional andfinancW review of FCC. Jn addition, the proposed project will include technicalasshance for engineering design and construction supervision for the various projectcomponent to be Implemented by SLRA and GVWC, for strengthening the operationalcapacity of FCC and for the overall management of the implementation of the project.Further tecical assistance wUI be provided for the preparation of a strtu e plan forGreater Freetown as well as feasibility studies for the rhabiltation/ upgrading of

stucture in the other major urban center in Sierra Leone (para 2.27).

D. Pt Cost Bdtes

3.5 The estimated cost of the proposed project, including physical and price contingencies andduties and taxes, is US$36.0 million. The foreign exchange cost of the project Is estimated atUS$20.8 million, exclusive of interest and service charges during construction. Total local costsof US$1S.2 million equivalent include duties and taxes estimated to be in the order of US$7.4million equivalent. The cost estmates are based on April 1993 prices. Physical contingencies of10 percent have been added on all equipment, materia and service costs. Price contingencieshave been calculated on the basis of the following inflation factors: for foreign exchange costs,0.8% in 1993, 1.7% in 1994, and 3.6% in 1995 and subsequent years; for local costs 37% in1993, 21% in 1994, and 10% in 1995 and subsequent years.

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3.6 Detaled proJect cost estimates are shown in Am 3 and are summaized bdow:

gSS$nMnlion EaulvaeLaa 11 Eoa

L Urban Upgrading(i) Improvemen of Deprived Setlements 2.6S 2.63 5.28(i) Market improvement 1.63 0.85 2.48(Iv) Solid Waste Management - a

Sub-total 4.28 3.8S 8.13

I. RebabilitatIon/Upgrading of Access Roads 3.63 4.12 7.75m. Water Supply Component 3.81 3.20 7.01IV. Institonal Support to FCCfSLRA

(I) to FCC 0.59 1.74 2.33(H) to SLRA 0.09 0.71 0.80

V. Technical Assistance 0.28 2.S4 2.82VI. PPF Refimd - LaO

Base Cost Estimate 12.68 17.66 30.34

Physical Contingencies 1.27 1.63 2.90

Price Condngencies 1. ....U7

Total Project Cost 15.20 2/ a

E. Fla Plan

3.7 The proposed IDA Credit of US$26.0 million equ` ialent would finance about 90% of theproject cost excluding duties and taxes. The financing plan is summarized In the following table:

I/ Local costs include duties on imorted equipment and matals and taxes estimed at aboutUS$7.4 million equivalent.

2/ See Footoe 1.

Zf See Foownot 1.

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EchzftPlan(USs Millon Equivalent)

Source ~~EQiD.

Government 9.3 .I - 9.3 25FCC 0.1 / - 0.1 1GVWC 0.6 - 0.6 2IDA 22 _2

Total au.2/ l

3.8 Ih proposed IDA credit of US$26 milion wotdd be made to the Goverment. Of thisamount, US$19.0 million (Including a related PPF refund of about US$0.8 milion) would bemade avaiable to SLRA on a grant basis to Implement on In behalf the roads component and onbehalf of FCC and DOHSS their respective project components. The remaining balance ofUS$7.0 million (Including a related PPF refnd of about US$0.7 million) of the proposed creditwould be on-lent to GVWC for a 20-year repayment period, Including a grace period of 5 years,under a subsidiary loan agreement satisfactory to IDA. The on-leAing rate would be at theBank's standard varable rate with the foreign exchage risk borne by GVWC. Interest duringconruction would be capitalized. The Government would finance the dutic. and taxes related toGVWC's project componen which would also be capitalized and repaid to the Government overthe life of the subsidiary loanL Couw t funding for the water supply component, other anrated dudes and tx ad irst dui coucton, will be provided by (GVWC from isintena cash generaion his fiancig plan was confirmed during the negodations. Agreementhas been obtained that the subsidiary loan agreement between the Government and GVWC will beexecuted prior to the Offectiveness of the proposed credit.

3.9 With respect to counterpart fimding by the Government for duties and taxes on importedequipment and matesis for the project, the Government has agreed to establish an arrangementto expedite the clearance of such goods through customs. To provide the remammg counterpartfunding for the fiacing of the project (.e. other than those to be provided by GVWC andFCC), and to ensue that such funing wil be timely and adequate to expedite projectImplementation, the Govermen has ageed to set up a project account into which quarterlydisburemens wil be made to cover required payments against proj expenditures. TheGovermet will establish this project account with an initial deposit of Le 200 million beforeJuly 31, 1993, i.e. prior to credit effectiveness.

4/ nhcuding some US$7A milDon for duties and tlxeS.

/ Icludes th provision of offce spaco, staff and routine requiroments for MU.

f/ See Footnote S.

1 See Footn& S.

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IV. PROJWIEMCTNTIQN

A. _n_almfigAsmdesndjmalihl

1. rJmD 1an Anmg2MMI

4.1 Th. main implementing agencies for the project would be the Siena Leone RoadsAuthority (SLRA) and the Guma Valley Water Supply Company (GVWC). GVWC would beresponible for implementig the water supply componen as well as for the costruo of waersupply fidities (maiy standpipes) included In the uan ommuity upgrad and maketImprovement components. SLRA would be reponsible for Implementing the urban roads anddrainage component, the urban upgrading and market improvement componats on behalf of theFreetown City Council (FCC), and the solid waste project sub-component on behalf of theDeparment of Health and Social Services (DOHSS). FCC would be responsible for establishingthe Maint ce Unit (MU) within its City Engineer's Department and for involving the affectedcommunities in the proiect and sustaining the involvement and interest of communty residents.DOHSS would ensure that the facilities provided for under the project, i.e. continers, skiptrucks, etc. and procured on its behalf by SLRA, would be propedy operated and maintinedt by asuitable private contractor for the collection and disposal of solid waste in the city, especially inthe urban community and market areas supported by the project. A NGO (PLAN lneional),which is arrently operating in some of the six deprived areas to be upgraded under the project,wold collaborate through its community development program to sensitize and train commwntyresidents in hygiene and environmental sanitation and in the use and maintenance of sanitaryfacilities.

4.2 It is noted under secdon 5(2)(f) of the Sierra Leone Roads Authority Act, 1992, SLRA isallowed to "carry out such other activities as may be required in order to perform the finctionsand duties of the Authority under this Act." To clarify the role of SLRA in the implementation ofthe uban upgrading component (i.e. market and slum upgrading) the following actions have beencompleted: (a) FCC and SLRA have signed an agreement that SLRA wil implement on FCC'sbebalf the udman upgrading component and related actives under the project, and (b) the Boardof SLRA has passed a resoludon st that the activities to be carried out by SLRA under theproject are required for the performance of SLRA's functions and duties under the AcL Copiesof the resolution and the Agreement between FCC and SLRA have been furnished to IMA.

2. S-an Leone Roads AuthorityrJSRA

4.3 During the preparation of the IDA-financed Road Rehabilitation and Maintenance Project(para.1.3), SLRA was established under its legislation enacted in February 1992 as a semi-independ entity to be responsible for the adminitive control, planning, development andmaiance of aU roads and related suctures including ferries in the country. It has theauthoridt to hire and fire staff, fix salary levels higher Goverment pay scales, sign and awardcontracts, receive the bulk of its funds for road maiAnce from a Road Fund as allocated byPadiament and levy other road user charges subject to the approval of Parliament. As shown inits organization chart in Annex -I, it is managed by a Director General under the direction of aBoard of Directors all appointed by the President. It report administratively to the Secretary ofState of the Department of Works and is subject to exteal audit by independent auditors. SLRA

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wil hae a tota staff of about 1,400, may of whom have alrdy bsen recie from the roadstaff of the D of Wor. SLRA has become flly opanal and has comptod keyappoitments of All departmet heads.

4.4 To assist the curnt Directr General of SLRA, a former Chief Highway Enginer ofDOW and a capable manager in Implementag the proposed project, a Project Management andCo-ordiaton Unit/Freeown Infstructue Rehbilitadon Project (PMCU/FIRP) has beenestablished witbin SLRA to manage and/or coordit te Implementation of all projectcompoent other than the wate supply component of aVWC (para 4.1). Specfflcally,PMCU/FIRP will manage and ovesee the implementadon of the roads coment, theommunity/slum upgrading and market Improvement sub-compouen of the urba upgrading

compont and the various studies under the technca assistance component. It wil also berespomible for the pocuremet of the equipment/trucks provded under the solid wastemanagement sub-component for the DOHSS, and for the hiring of the Municipal Engineer andprocurement of equipment for FCC. 'he Unit will also coordinate/liaise closely with GVWC toensu:e that the water supply works particularly in the project areas will be planned and carriedout in a timely and well-coordiaed manner to reduce cost. It will also be responsible for thepreparaion of the periodic progress reports on the entire project, with contrbution from GVWCon the water supply component and from DOHSS on the solid waste management sub

4.5 lhe PMCU/FRP will be headed by a Project Manger to be financed under the project(the TORs are shown in Annex 4 and wil be adequately staffed incuding a local coupartAssitt Project M r, an EnginrNrocurement Specialt and a Project Accountant) to carryout its flmcdons. The Project Maar, who bas been appointed by SLRA, report directly to theDirector-General of SLRA who will be guided, specifically with repect to the proposed FreetownInfiastructure Rehabilitation Project, by a Steering Committee. This advisory Committee will bechaied by FCC and will include, as members, the representatives of GVWC, DOW, DOHSS aswell as other concerned Government Departments (DOFDEP, DOLHE, DOLEP and DOIA).The organization and functions of PMCU/FIRP are shown in Annex 4-3. Agreement has beenbained that SLRA will appoint the Engineer/ro opecwlist ad Project Accountant by

June 30, 1993, and the local outpart Asistan Project Manager by July 31, 1993, i.e. prior tocredit effectiveness.

3. Guus Valleyaf WatmCpn= (GXW

4.6 As mentioned in paras. 2.10 and 2.20, GVWC was incorpoated in 1961 when the GumaValley water system was completed with financial assistance from the CommonwealthDevelopment Corporation (CDC). It is owned by the Government (90%) and the Freetown CityCoUncil (10%), and controlled by a Board of six members, three apointed by the Govement,two by CDC and one by FCC. Its day-today opraton is in the hand of a GeneralManager/Eagineer-in4hlef, Its orniaton chart is shown in Annex 4. It is autonomous,including In tariff makin which has been decided by Its Board without inteference from theGovernment. It has a staff of about 300 including 12 professional egineers and aount.GVWC has a supply capacity of about 18 million imperial gallons (Ig) per day, most of which isbeing used to sve more thn 600,000 people through roughly 10,000 (umetered) connectionsand 520 standpipes, and 1,600 commercial/industr/intitutional customers through meteredconnections.

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4.7 GVWC i a genay wel-run company which, In spite of the economic difficultes Xtthe country faced in the pat years, has by-and-large managed to susn Itself GVWCs mainstgths include: () tIhe high d of atonomy that it has noyed in conducting tsoperations Including tariffng; (il) a stable and experienced management whose temr withthe company averae at least 15 years and who have risen through the ranks; (Ill) the mode ofoperation, or traoditon/cuitu that it has established over the years and the reputation as amongthe best-run public companies In the country. GVWC's water supply operations could beImproved especially in leakage reducton, meting of all domestic connections, expanding thereticulaion network and pving mered mectdons to the plots that are not being served; thswill be adressed under the proposed project.

4.8 The water supply component of the proposed project includes provisions for aconcenatd leak detection program, an expanded domestic connection and univesal metoingprogram, and equipmen and transport facilities to strengthen GVWC's technical and commercioperations. To address future requirements of GVWC's water supply system, two studies wIll becarried out under an ongoing PPF M772-1-SL), one for updating the water supply master plan, andthe other for reviewing the organizatlonloperations and water tariff structuallfinances of GVWC(para.3.4). Ihese studies will form the basis for a free standing water supply/sewerage project tobe appraised by the end of 1993 for possible IDA financing.

4.9 In implementng its project component, GVWC staff would supervise the connecton andmetering program. However, technical assistance of engineering consultants would be providedunder the proJe to assist in the procurement process including bids evaluation as well as incarrying out the concentrted leak detecdon program (para. 3.4).

4. eetown Cat Coundil iFCC

4.10 The Freetown Municipality Act 1973 charges the FCC with stauory responsibility for,inter alia, secony road maitnance, refuse disposal, sanitation and public health services,provision of housing, public transport, educational facilities, public markets and slaughterhouses,street lighting, fire protection services and a wide range of other related urban services.However, due to severe resource constint in recent years, it has been unable to provide morethan the most rudimentary serices. Many of its statutory responsibilities have been taken overby other agencies or are not pefomed at all. The significant increase in the urban populationthat has taken place over recent years has exacerbated these deflciencies. Since 1986, FCC hasoperated under the control of a Committee of Management under the leadership of a Chairmanappointed by the Govermment. The Council is organized into a series of Departments based uponlinked responsibilities. Each Department has a member of the Committee of Managementassigned to it, and that member is responsible to the Committee of Management for theDepartment. The Council's organization chart is shown in Annex 45. Total staff in post numberapproximly 300 but many of the senior positions are either vacant or filled on a temporarybasis by staff with inadequate experiences. Limited internally generated revenue, which has fallenin rea terms over the last 5 years, and the absence of significant external financial assistance,have resulted in shortages of key financial and technical personnel and FCC has virtually novebicles or other equipmt requred for _infastucu mance and other urban servicedelivery.

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4.11 The FCC Cbairmnand the Commltte of Manageme are acutey aware of thedeficciesIn sservic delivey and Iastru curendy exprinced and have endeavored toipove the situation. In this conmcion, an orgnizaion and fnacil review of FCC will befianced under the proposed project to recommend the various options to Improve the operatonsand fiacial situstion of FCC. As indicated in para. 2.25, this study would be completed byDecember 31, 1993.

4.12 In order to begin building up a capability to carry out routine maintenance of the roadsand other infastructures and services within the city and, subject to the findings andro Dt s of te aforeioned sudy, provision has been included in the project to set upa self-contined maintenance unit (MU) within the City Engineer's Department to be responsiblefor hese functions (pan. 3.4). ITe organization of this MU together with Its requird facltiesand supplies for its fumction are elaborated in Annex 34. As indicated in parm 3.4, FCC wouldestablish the Maintence Unit and appoint the Municipal Enger to head the Unit by Janury31, 1994. This would be a cdlon ofds ment against the equipment and materis for theMaintenance Unit.

4.13 To involve the affected communities during the implementation of the project and tosustain the involvement and interest of community residents, FCC has either taken or proposed totake certain actions including public announcehents, conducting "Meet The To-Be-AffectedPeople Meedngs", seting up steering committee comprising area coordintors recruited from thesix community/slum areas to be upgraded under the project to maintain an effective liaisonbetween the communities and FCC. The reactions from the community residents have beenposive. FCC has agreed to implement this -Action Plan for Ciizen Participation- during thecourse of project implementation to susti the Involvement and interest of community residents.

S. Department of Health &nd S&dial Services

4.14 The Department of Health and Social Services, through its Environmental HealthDivision, would be the beneficiary of the facilities provided for under the proposed project. Itwould, in turn, make available the 50 containers and 2 skip truc to the private solid wastemanagement contractor for sericing the garbage collection In the community upgrading andmarket areas and would monitor the performance of the contractor. Transport facilities inchlding2 pick-p trucks would be provided to the Environmental Health Division for its monioringpurposes. Agreement has been obtained that DOHSS will ensure tuat such facilities be properlyoperated and maintained and that the waste collection and disposal in the project areas be servicedsatisfacorily.

B. Status gf Poect Peparation

4.15 As mentioned in para. 3.2, consultants were appointed in December 1992 to preparedetailed designs, cost estimates and contract packages for the urban upgrading, marketimprovement and water supply components which form the basis for IDA appraisal of theproposed project. As part of their respective contract agreements with SLRA and GVWC, theconsultants will prepare all bid documents for these project components, which are expected to beready by July 1993 and put out for tender shortly thereafter. It is anticipated, however, that the

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iviaton for bids for some of the pacages, such as water meter, leak detection equpment,tasport vhicles, etc. would be isued bore Jy 1993. The draft terms of ref e for thevaious studis fnanced under ttie project, Includig the ornzation and financial reviw ofFCC, structure plan for Greater Freetown, solid waste manamen revew, as well as for theProjt Maager of PMCU/FI and the Muncipal Eneer of the maintence uit of FCC,have bee agreed with entfiles concerned. With regard to the tecnical asnce through localNGOs for community development/education programs on hygiene and environmental sanitationin the project aras, Plan Interonal, a NGO currently active in some of these communides, hasindicaed their agreement to collaborate and help implement and monitor such programs (para.4.1).

C. ft*Sn1mung.m sion Schedule

4.16 The implemetation schedue for the various components of the proposed project is shownXihn AM4 It is expected that the upgrading of the six deprived communites would start up

imutanously and would be substantally completed over a period of 36 monDts. Tneimprovement of the six markets would be completed within 24 months of credit effectiveness.The implementation of the various studies as well as the procurement of equipment under projectsub-components related to solid waste management, institudonal support to FCC for theMaian Unit and the Project Management and Coordination Unit (PMCU/FIRP) would becompleted within 18 months of credit effectiveness. With regrd to the water supply component,h meterg and connecdon program is expected to be completed by November 1, 1994 whenGVWC is expected to implement a new tariff strucure based on metered consumption (para. 4.7).The wat leakage detection and repair program will be carried out in a concentrated fashion overthe first two years upon receipt of the required equipment and will be nned at a steady statelevel thereafer. The rouie infilling of tho water system, i.e. to provide new connections to theconumers, would continue over a period of about two years; it is anticipated that furtherrequirements would be provided under a proposed stand-alone water supply project to be

praised by IDA towards the end of 1993 (para. 4.8). The proposed project would be completedby December 31, 1997.

D. Precrement

4.17 As mentioned in pam. 4.1, prouement activities related to the water supply componentwould be managed by GVWC. All proement acies related to the rest of the proposedproject, including community upgrading, market improvement, solid waste disposal, institutionalsupport and tedcnical assistance, would be managed and coordinated by SLRA through the ProjectManager of PMCU/FIRP. All goods, services and civil works contracts financed by IDA wouldbe procured In accordance with the Bank/IDA guidelines. Agreement has been obtained that allprocume of goods through ICB under the proposed credit would be exempt from pre-shipmentInspection for price by the Government-nominated inspection agency, but quality and quantityIopecto could be tone by the agency.

4.18 Cont estimated to cost individually more than US$0.5 million for civil works andmore than US$300,000 for goods will be procured by ICB. There are 4 ICB contracts includingone for civil works involving the rehabilitation/upgrg of city street, drains and sidewalks

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(valued at about US$13 million) and three for various materials and equipment for GVWC andFCC. Civil works contcs estae to cost less than US$0.5 million would be procured byLCB prcedur which wilt include: local adverdsing, public opening, clearly e $ed evalutoncrteria; contac award to be made to the lowest evaluated responsive bidder ireig bidders notto be eccluded If they wish to participate. Ue fhr LCB documt wI be Mewed by the Bonk

before it is released to the bidders. There are about 24 LCB civil worlk contac ranging ftom

US$O.I million to US$0.5 million. Twelve of these LCB contracts Involve labor-intensiveactivities required to rehabilitate/upgrade the six markets and six community/slum areas,comprising structural repairs, providing sanitation fOcilities, improving drainage and to pavingloading and unloading areas. The remaining 12 contracts involve water supply distributionetensions, metering and making connections to both new and existing properties. Localcontractng capacity is adequate and capable of handling the work load. The aggregate value ofworks contracts proued under LCB would be limited to US$8.0 million. To facilitato an eaystat up of the water supply component, various equipment and mteris with an aggregate IMAfinancing of US$12 million will be procured through intenational shopping or limitedinterional bidding, as the case may be, in accordance with BankIIDA guidelines. Goodsvalued at less than US$80,000 per contract and fire-fighting equipment, up to an aggregate ofUS$0.8 million, would be procured by prudent shopping based on at least three quotations.TXhese include vehicles, office equipment and materias for community development/training. Sliptrucks, spare parts and accessories, which are of proprietary nature or for standardized purposes,may be purchased with prior agreement with IDA under directly negotiated contracts fromoriginal manufcrers/suppliers or their authorized agents, within an aggregate value of US$0.3milion. About 188 staff-months of consulting services would be requied for various studies tobe udertaken during the cours of the project and a fruher 90 staff-months for projectImplementation support inluding advanced c for the seices, totalling 16 staff-mont,of the project manager of PMCUIFIP and engineering consultants to assist GVWC In theprocuremet process including bids evauation rlated to the water supply componentProcurement doc ion for all transactions under IDA financing In excess of US$300,000equivalent will be subject to prior review by IDA. Agreements have been obtained th ()consultants for engineering design and supervision, studies and training will be selected followingthe Bank/IDA guidelines for selection of consultants; (ii) Bank's Sample Bidding Documents,Letter of Invitation, and Sample Consultants' Contract suitably modified, will be used forengaging suppliers, contractors and consultants; and (iii) the provision of the ConsultatsGuidelines requiring prior IDA approval of short list, selection procedures, letters of invitation,proposals, evauation reports and contracts will not apply to cona estimated to cost less thanUS$100,000 equivalent each. Sample bidding documents and LOI package for the selection ofosultants have been discussed and agreed with SLRA and GVWC. Mem following tablesummarizes the procurement aangement which are shown in details In Aannx.Z4

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hfpemmnt AiLA untt 11(US$ mIllin)

Compont ICB LCB Other Total

I. a*iviWorksComnxuity/Slum Upgding 1.67 1.67

Market Improveint 2.82 2.82(1.80) (1.80)

Roads 13.04 13.04(8.10) (8.10)

Wate Supply 3.45 3.45(2.20) (2.20)

H. Eaimn and VelesSolid wat disposal 0.44 0.44

(0.44) (0.44)GVWt-s leak detectonand others 3.18 1.49 4.67

(2.00) (1.15) (3.15)

SLRA's offic equpmentand vaebicle 0.31 0.31

(0.21) (0.21)

FCC's m nta equipt.,material and odters 1.0A 0.48 1.50

(0.50) (0.40) (0.90)IlL ThId ufiddK2Iw&wLhUR Jie

SupervisionSLRA 1.00 1.00

(1.00) (1.00)GVWC 0.90 0.90

(0.90) (0.90)Studies 3.40 3.40

(3.40) (3.40)SLRA SuWpot 0.65 0.65

(0.65) (0.65)FCC Support 0.63 0.65

(0.65) (0.65)IV. PP m R1.5d 1lS0 1.50

(1.50) (1.50)

17.24 7.94 10.82 36.00(10.60) (5.10) (10.30) (26.00)

I jAmounts in mfinncedby DA.

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E. Dlbhursants

4.19 Ite proposed IDA credit would be disbursed against the fllowing categories:

Di*bnMM(US$ million)

Catsgory IDA Amut % of Expeditwe to be Financed

L Civil Wozkg

Community/Slum upgading 1.10 100% of forign cosm and 80% of

local costs

rket improvement 1.80 100% of fo"p costs and 80% of

10ca costs

Roads 6.So 100% of forig cost and 80% oflowd cos

wa_t Supply 2.20 100% of forncoas and 80% ofloal costs

IL loipment and Vehicles

Sold waste disposal 0.40 100% of forign cos and 90% of

local cost

GVWC leak detectio equipment, vehicles 2.90 100% of foreg osts and 90% of

and ohes local cost

SLRA offic equ ent and vehicls 0.20 100% of foreign cosu and 90% of

loca CoOs

FCC mainance equipme and odters 0.80 100% of foreign coat and 90% of

lmdoa osts

Sup Terei Assison ceConsultntSencos

SLRA 0.90 100%

Vwc 0.80 100%

Stios 3.10 100%

SLIA suppt 0.60 100%

FCC spport 0.60 100%

TV. PPF Rofwd 1.50

V. i,locatl 2.60

law 26.00

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4.20 nho esdmated disbursement schedule for the proposed IDA credit is shown in A :s= 4A.i8 faster ta the profile for Bank/IDA-fnanced urba project in Africa, which reflec the

advanced preparation and action taken to expedite procurement in anicipation of the MDA creditas well as the Implem_on arrangements thahhave been made. The closing date of theproposed redit would be June 30, 1998.

4.21 To expedite project implementaon, two speci accunt covering approimatelyfourmonths of eligible expendies financed by IDA will be established at a commercial bank(s)authorized to deal in foreig curreny and operated by SLRA and GVWC. Advances notexceeding US$1.0 million and US$0.6 million will be made to the respective SpecW Accounts ofSLRA and GVWC after the declaration of credit effectiveness. The special accounts would coverall categories of expenditures and will be replenished on the basis of application forreimbursements made by SLRA and GVWC with relevant supporting documenion and bankstatements. Reimbursement requests will be submitted to IDA on a monthly basis irrespective ofthe amouns involved. IDA-approved and eligible contracts for: (i) civil works less thaUS$100,000 equivalent; (ii) goods less than US$20,000 equivalent; and (ii) consultancycontracts, training programs, studies and courses less than US$20,000 equivalent will bedisbure on the basis of staements of expenditres (SOEs). SLRA and GVWC will maintain allaconting records icuding supporting documents of SOEs.

F. I& Accounng and Audidng

4.22 The accountng for project expenditures and special account transactions inludingsttments of expedures would be m ianed by SLRA, through the PMCU/PIW, and GVWCfor their respective project components. Areement has been obtained that SLRA and GVWCwill have the proje accounts, special aCOuntS and statement of exeditur audited annually byqualified independent auditors acceptable to IDA, and that the audited acounts together with the

to' reports will be submitted to IDA not later than six monh after the close of thifscalfinaa year.

G. tect RL porng. Monitoring and Sugpgeris

4.23 SLRA, through PMCU/FIRP and In coordnation with GVWC, will prepare quarterlyprogress reports coveing al project components within one month after the end of each quarter.These reports will include: ) progress achieved against agreed Impl Ion anddisbursemet schedules and key perbrmance indlcatos; and (i) work programs and cost

for the coming quater and for the tot projecL The main ppoe of the reports willbe to provide timely and updated information on implementation of project components,hiligt issues and problem areas, recommending actions and commentng on progress inresolving previous recommendations. SLRA, in coordination with GVWC, will prepare acompletion report within six months of the final disbursment in accordance with IDA guidelines.Repordng requirements and key performance indicators bave been agreed with SLRA andGVWC. Agreement has been obtained that SLRA will submit to IDA copies of all consultants'rort and studies finacd under the proposed project.

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4.24 Agreement has been obtained that there will be review missions by IDA held annuallyfrom the date of credit effectiveness during which the status of the entire project will be reviewedin detail. During these reviews, particular attention will be paid to: (i) the compliance withcovenants, particularly the financial and audit covenants; (ii) the progress of implementation ofthe project components; (li) the implementation of GVWC's metering program and a water tarfflstructure based on metered consumption; (iv) the status of the solid waste managementcomponent; and (v) thAe progress of the SLRA's PMCU/FIRP and FCC's Maintenance Unit Theannual reviews will be jointly carried out with the Government, SLRA, GVWC and FCC.Coretive mesures may be proposed as a result of these reviews including necessarymodifications {n the scope of the proposed project. The proposed supervision program for theproject and key performance indicators for monitoring the progress of the project are shown InAnnex 49.

H. Enviro tal Aspet

4.25 All project componets will have a substantial positive Impact on the environment ofGreater Freetown. The slum and market upgrading components will directiy improve theenvironment and quality of life of the most deprived areas of the City. Improvements to the roadsystom will reduce travel times across the City decrease the occurrence of trafflc jams, andtherefore reduce air and noise pollution. Improvements to the storm drainage system will controlthe heavy flows of surfac water during the wet season which will effectively reduce the erosionof soils from the higher parh* of the City. Improved water supply to Freetown and particlarly inthe project areas will help improve personal hygiene and reduce water-borne health hazards.Covering open drainage in segments of the roads financed under the project and providingwalkways for pedestrians will ruce pedestrian-vehicular conflict.1he expansion of the solidwaste collection and disposal system will generally lead to a cleaner city, and improve theoperation and management of disposal facilities, thus reducing air pollution, visual degradatonand the polluton of the Siesra Leone River.

4.26 An envionment imp study has been cried out for the proposed project which is underenvirmental Category B. Ilis study, which Is hglighted in Annex 4-1 identifies a numberof short-term impacts during the project construction period such as noise, dust, disruption ofactivities, as well as the need to relocate a small number of dwellings in one of the six communityupgrading areas (Kroo Bay) and in one of the six markets (Bombay Street) to be Improved underthe project. Agreement has been obtained that the mitigative measures and action plan, shown inAnnex 4-10, will be canried out during project implementation the, satsfaion of IDA.

4.27 With regard to the relocation of persons affected by project implementation, theGovernments policy, in planning for the necesary relocations, is to ensure iO tdat as few peopleas posible are displaced by project activities; () that they should not be worse off as a remlt ofproject Ilemention; and (ili) that relocatees are able to share in project benefit. Substaleff and progress have been made by FCC and the various Government departments concedin preparing and finalizing the relocation plans for the residents to be affected in the BombayStreet Market (1 dwelling with 16 persons) and Kroo Bay slum area (4 dwellings with 65persons). The authorities have held discussions with the people to be relocated, idendfied thestate 'and for resettlement in Kroo Bay area, awsed the costs involved for the relocation andincluded fimding provisions In the Government/FCC budgets to complete the relocations by end-

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October 1993. During the negotiations, the Government/FCCISLRA confirmed O) thatrelocations will be required in Kroo Bay and Bombay Street Market areas; (Ii) that theGovernment has set aside a sum of Le 40 million to cover all anticipated costs of relocation ofaffected dwellers (65) in Kroo Bay including compensation for loss of assets, removal expensesand cost of provision of alteaive accommodation; CiM) and that two areas of Government landin the Kroo Bay area have been set aside for the relocatees which wil allow them to benefit fromthe project. In addition, they confimed that the Freetown City Council (FCC) has discussed withand made avaiable to the affected persons (16) in the Bot.nbay Street Market area the options ofO) provision of rental mmodation to be rent-free for one year, (d) allocation of unit(s) at theKissy low-cost housing project, and (ii) allocation of plot(s) of Government land on a site andservice basis, and that FCC has set aside Le 2 million which is considered more than adequate tocover any of the above options. The action plans for the relocations at Kroo Bay and BombayStreet Market agreed with IDA and included in the Minutes of Negotiations. TheGovernmentlFCC/SLRA have agreed to complete to the satisfaction of IDA the agreed relocationplans by October 31, 1993.

4.28 As regards solid waste management, the proposed project has a limited objective in theshort term. It provides for the acquisition of 50 garbage containers, 2 sldp trucks and supportingtransport vehicles to handle solid waste collection and disposal in the slum/market areas.Preseny, there are problems with rat infestation, odor and fly mnisace and entry byunauthoried persons at the landfill sites at King Tom and Granville Brook Short term measuunder the project includes fencing of the sites. For the longer term, the possible closure ofGranville Brook and the introduction of better management practices such as the provision of inertcover and compaction should be investigated. Ihese aspects, which were discussed with DOHSS,will be reviewed in the solid waste management study financed under the project and could beconsidered for financing under a future urban project.

4.29 The provision of public toDilets and ablution facilities should improve sewerage disposaland hygiene in the project area. Drainage improvement in the project area could lead to increasedflow of sulage jnto drains and septic tanks in the unsewered areas. Where the sullage effluentsflow into drains, these are discharged untreated into the bays with the attend health andpoilution hazards. The sewerage and drainage study being financed under the supplemenay PPF(7-1-SL) would identify, among other things, appropriate treatment methods to enhance wastemanagement to minimize health risk in the area. This study is expected to form a basis for awater supply and sewerage project to be appraised by the end of 1993 (para. 3.4).

V. GVWC'IS FlINANCS

A. BoFlhnadalornu

5.1 A summary of GVWC's financial performance is highlihted in the table below anddetailed in Annexes 5-1 to 5-3. In reviwing GVWC's past financial perfrmance, its financialstaements have also been restated in 1985 constant prices by reference to the annual avergmovement In the CPI from the 1992 IMF Statistics.

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GVWC's Historical _aal Fefornaue

OA million)

CPI Factors 0.34 5 7 11 23 47 77

Ne Revenue-nominal 3 41 79 85 151 293 730constant 11 8 11 7 6 6 1S

Opemting Expense - nominal 1 29 33 45 72 144 260constant 5 5 4 4 3 3 5

Opeang Income - nomial 1 10 43 34 70 115 379constant 5 2 6 3 3 2 8

Excage Losses - nomnl 29 -116 -205 -915 -303 -195constnt 0 5 -17 -19 -39 -6 -4

Not _no/1oss - nomina 1 25 -128 -206 -968 -289 63constat 3 5 -19 -19 -42 -6 1

Retum oan AveapNet Frxd Asss % 1S 4 12 7 4 4 10

Accns Receivabl (days) 3S 28 26 284 184 106 180

Debt as % of Debt/Equity ml(w/o exchange los) (%) 42 65 117 143 206 464 351

&I Based on anl revauation of fixed asss sincela reaution in 1986.

5.2 The average annual revenue growth of 115% In nominal prices between 1982 and 1992was due mainly to tariff increases during this period. However, in real prices, revenuesdecreased by an annual average of 8% between 1982 and 1991, which was attibutable to the faHin volume of water consumed. 2/ As water consumed remains fairly constant between 1991 and1992, the revenue increase of 149% in constant terms was due to the tariff increase.

5.3 Operating costs increased in nominal prices by an annual average of 50% . However, inreal terms operatng cost fell by 11% between 1987 and 1991 and rose by 81% in 1992. Thisfail in operating costs between 1987 and 1991 was due to shortage of foreign currency whenGVWC could not procure essenta high cost items like chemicals and spare parts. With theimprved financial and cashflow peromance in 1992 and access to foreign cumecy, GVWC'simportation of chemicals ineased by about 144% and spare parts by 267% from 1991.

2/ Investment Stray Report ppared in 1980 estimated the levels of leakage within dth supplysystem to be 40%45% of waw produced and cut e _tmat indicate this to about 54% in1992

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5.4 The company had an annual average of Le 4 million in operating income in rea tems (Le229 mill in nomina prices) between 1987 and 1992. Ihe total e losses of LA 1.5 billion forperiod 1987 to 1992 were due to the exchange losses totalling Le 1.7 billion resulting frommassive devaluations of the Leone. The return on avenge ne fixed assets in opeaton onrevaued basls increased from 4% In 1987 to 12% In 1988 and then declined to an annual averageof 5% between 1989 and 1991, before inreasng to 10% in 1992.

5.5 GVWC has not been able to service its debt obligations due to the depreciatin of theLeone and the relatively low internally-generated cash which totalled Le 212 million between1987 and 1992. As a result, GOSL negotiated successfully on behalf of GVWC to reschedule theCommonwealth Development Corporation (CDC) debenture loan with a current outstandingbaance -f Le 2.1 billion (£2.6 million) to September 1995, when debt service will commence torepay the loan fully over 10 years. With the decree amendment abolishing the tax exemptionstatus of GVWC with effect from April 1, 1993, and, as a result, in order to safeguard thefincial viability of the Company, the Government and GVWC have agreed: (a) that theGovernment wIll convert the Le 1.2 billion debt forgiven by Caisse Centrale into equity and (b)that it will pay in full by June 30, 1993, the receivables totalling Le 226 milion due from variousgovernment deparments as at Januay 31, 1993. In re, with effect from July 1, 1993,GVWC will service: (a) for a duration of 2 years, the remaining African Developmeat Bank(ADB) loan balance of US$92,727.27; (b) for a duration of 5 years at 3.4% interest, the total ofLe 301 million net due to GOSL for Le 108 million net paid to ADB by GOSL (i.e. Le 748million paid to ADB less Le 640 million paid into the Public Debt (3xternal) SinkIng FundAccount by GVWC) plus the total arreas of Le 193 million up to June 30, 1993 for the CaineCentrale loan (Le 6 million) and Le 187 Million due to the Islamic Developmet Bank; and (c) allimport duties and taxes arising from impots under the proposed project on the same terms andconditions as the subsidiary loan related to the IDA credit. Execution of these financalarrangements wilU be completed before credit effectiveness.

B. Water Tafdfs

5.6 Currently water charges are based on the volume of water consumed for meteredconnectons, mainly for commercial and industrW customers and on property values for the non-metered domestic customer. The metered om ers currently pay Le 2500/1000 Ig(USS4.50/1000 Ig) while the non-metered domestic pay Le 10 of amnal rateable value. Thepresent tariff struture pendizes the metered customers who contribute about 90% of total revenuefor cnming only 10% of the water sold and the trend in tariffs is provided in the tariff historyin the Annex and the comparatives of the commercial/industrial ;t and the non-metereddomestic are as follows:

-29.

Metered Non-meteredYear US$/lQOOIg US$/lOOOIg

1989 1.85 0.02

1990 2.72 0.05

1991 3.53 0.04

1992 5.00 0.05

5.7 While the metered tariffs maintained an upward trend between 198992, the non-metered

actaly declined by 20% in 1991 from US$0.05/10001g to US$0.04/lOOOIg before increasingagain to the 1990 levels of US$0.05/lOOOlg in 1992. Agreement has been obWined ha water

ages for non-meered domeic cusomers will be incr d from Le 10 to Le 20 of analrateable value(ARV) effective November 1, 1993. Since the metered customers already bear an

unproportlonately high contributin to mrenues, the tarff for tis group will remain unchanged.

5.8 Agreement has been obtaned that, wih the completion of the universal metering program,GVWC will implement a new tauiff structure effective from November 1, 1994 as recommendedby the o ional and fincial review study of GVWC and agreed with IDA (para. 4.8). Thenew tariff will be based on universal metering and a key element of this metering system is to

ensure accessibility to water and affordability especially by domestic consumers. With regard to

affordability, the tariff structure would allow for a 'lifeline' tariff for all domestic consumers.

5.9 The financial proections In Annexes 5-5 to 5-8 have assumed the following average tariffsto cover GVWC's opeating expenses, debt service and to contribute to its capital investment

Average Tariff Average Tariff

Effective Date (Le_1OOOIg) (US$_OO_ Ig)

By November 1, 1993 464 0.77

By November 1, 1994 615 0.96

By November 1, 1995 750 1.10

By November 1, 1996 900 1.24

By November 1, 1997 1050 1.36

By November 1, 1998 1125 1.38

By November 1, 1999 1200 1.38

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C. Bifng gnd CollqWo

5.10 Motered customers are blled monthly according to metered consumption. Dometiccustomers are billed annuly according to rates linked to property valuation assessed by FreetownCity Council. Payments are made at the company head office.

5.11 The receivables position as reflected by the amount of collections is poor. Thereceivables days between 1989 and 1992 were, 284, 184, 106 and 180 respectively. The meteredconsumers account for about 90% of these receivables. The major constri facing OVWC isthat it has no enforcement machinery to ensure settedment of arrears, for instance (a) it has nocolection/cut-off mechanism with a large segment of domestic consumers who are not comectedbut access water through their neighbor's connections; and (b) the Government departments, whoare major customers of the cotporation, have arrears of La 226 million which are still outandingas at Jamuay 31, 1993. As mentioned in para. 5.5, the Govermment has agreed to setde thisoutstanding balance by June 30, 1993.

D. Accounting and Auditing

5.12 The company prepares the foilowing financial statements for internal purposes: (a) amnalbudget with actual revenues and exenditures compared with budget amounts on an annual basis;(b) montly cash budget which idicates the liquidity of the company for capital expenditurepurposes; (c) semi-annual financial statements; (d) monthly revenue stateme to provide thecashflow position; (e) cash balnce statement including investments at varkc.s banr; and (t) acapital budget which highlights the company's projected investment program.

5.13 The accounting and reporting systems are adequate but can be improved in particularthrough computerization and creation of a management information system (M.I.S.) which wouldincorporate the above statements and also provide for quarterly comparatives of the revenues andependitures with the annual budgets and ensure that corrective measures for any variances areadopted during the course of the year. The M.I.S. would also assist GVWC in its fixed assetsand inventory valuation and control. Agreement has been obtained that GVWC will submit toIDA its annual audited accounts, together with the auditors' report not later than six months afterthe close of the year. Such annual accounts and long audit repons will also include the projectacounts, special accounts and statements of expenditures (pa. 4.22).

E. GWVC's Financing Plan

5.14 GVWC's estimated financial requirements during the execution period of the proposedproject FY93-97 and the sources from which they would be met are summarized in the tablebelow:

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GVWC's Enojo Du EX I'm

La US$Mm Slion AL

Proposed Project 4,752.00 8.64 26

Future Project 11,550.00 21.00 64

Interest During Construction 541.00 0.98 3

Total construction cost la32 93

Increases in Working Capital 1,656.00 3.09 7

Total Application of Funds i9-2 33390

Soure of Eud

Proposed IDA Loan 3,850.00 7.00 21

Future Loans 5,775.00 10.50 31

Proposed Government ContributionFor import taxes, duties and interest 5269.00.

Total Borrowing 14.2.W

Interna Cash Generation 5,052.00 9.19 28

Less: Debt Service 14L07. I 8

Net Inteal Cash Generaion 3,645.00 6.63 20

Total Sources of Funds 18.539.00 Mu71 a

S.15 The above table Indicates that, over the period 1993-97, GVWC's Aet internal cash

operation would total about US$6.6 million equivalent which would contribute 20% of the

financing requirement. It has been assmed that the water supply component of the project for

GVWC would be financed by IDA in an amount of US$7An mfllion, or 90% of the costs net of

duties and taxes and that the remaining 10% by GVWC's internal cash generation.

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F. Fldal rWgW

5.16 Us project f&acial statements for years 1993 to 2000 together with suppotingassumptions are shown in Annexes 5-5 to 5-8. The summary of the projected fiancialperformanco of GVWC is highlighted in the table below.

GVWC-Summary of ProJected Finandal Prwformance

1993 1994 1995 1996 1997 1998 2000

(Le Million)

Revenues 1085 1369 1781 2471 3114 3815 4807

Operating Expnses 498 1017 1332 1648 1804 1985 2522

Operat Income 431 195 280 637 1072 1539 1S18

Interest 4 20 68 234 248 253 446

ncme Tax 147 0 0 0 0 0 360

Exchange Losses 983 266 322 601 561 626 648

Net lcome (Loss) -703 -91 -111 -202 264 659 463

Operating Ratio (%) 54 86 87 83 71 64 67

Retur on Average RevaiuedNet Fixed Assets in Op.(%) 113.9 3.2 2.0 3.3 5.0 7.2 8.6

Accounts Receivables 183 146 90 60 60 60 60(debtors days)

Debt as a % of Debt + Equity 202 31 51 62 62 60 58(inc.exchange losses)

Debt service coverage ratio - 4.4 4.4 2.6 3.4 4.6 3.5

(%)

S.17 The above mnual revenue increases reflect the level of tariffs which are required toachieve the above return on average revalued fixed assets in operation, and the increase in wateravailable to consumers as a result of the reduction in water losses from the leak detectionprogram. 'Me detailed assumptions underlying the tariffs and water loss reduction are shown inAnnex 54.

5.18 The taxation of GVWC with effect fom April 1,1993 will result in tax liabilities of Le147 million and Le 360 million in 1993 and year 2000 respectively. However, there are no taxliabilities in the period 1994 to 1999 due to the high capital allowances arising from the proposedinvestment progrm.

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5.19 l opatig rado forth perod 1993 to year 20 hs an ual average of 72% with1994's rado projectd at 86% due to the 1700% revaluation of the fixed asss. II& Iap

s In the rauation rflect the len devaluaton of 1700% beaw tO last fixd srluadon In 1986 and the project rvaluadon In 1993/94. Agemen has been obtid thaGVWCs fied aset wil be revaued In 1993/94 and h yea thereafte.

S.20 The lhproving opatg positon of the compa In the period 1993 to 2000 Xhighlighted by the annl increasm in operat ingome which reach a cumulative balance of Le7.8 bilion in year 2000. However, the ae Income s reduced by the cumulative balance of Le4.6 billion In exchge losses In the same period.

5.21 The retur on average revalued net fixed assets in operaion falls to 3.2% and 2% in 1994and 1995 due to the large fixed assets revaluation (para. 5.19) and then rease to 5% and 7%in 1997 and 1998 befor reachig 8% In 1999 and yea 2000. GVWC has agreed to adjust ftuetSf to ma thes minimum of retn on nnay nvalued net fixed asse Inoperaton.

5.22 Wi GOSL agreing to pay water chges wit 30 days of blinp and witbth abilityto se the disconnecdon cilky as a lever to improve collections after universal metring Implemented with ef from November 1, 1994, the company agreed to meet the above targetfor accounts receivables.

5.23 T high debt to equity raio of 490% 1992 fa11s to 202% n 1993 wth the oversionof the Calm Cntrale debt to equity and fl even further to 31 % in 1994 when GVWC rvaluesIts fied son and pays off the ADB loa of US$92,727.27 and commences debt service of allthe oloas. Ite Increase in borowing from 1995 reflect the IDA and future loas.Te comn has agreed to maina a debt servic coverage of not less than i dmes.

5.24 Th level of tarffs b adequate to ear at least 8% of rate of retur on aveg not fixedses In opeaton from 1999 onwards. With these minimum retrns, the company wvI be ableto finne about 20% of Is capital Investmen program between 1993 and 1997 and have a debtservice coverage of at leas 3 and accumulate cash balances of approximately Le 1.3 billion(US$1.7 million) by 1997.

VI. aRQ1= sI=&N. AM RZSK

A. &rlld Beneits

6.1 As discussed In pars. 2.26, the pxLposed project would be a key element in theimplementation of the Governmeas urban development strategy supported by IDA, which enilsa three-pronged approach, namely: (a) repairing and upgrading the most deficient infrastructurefacilities and sevces in the major urban centes as a result of a decade of neglect; (b) prepainglongerterm plans for adesing the needs of these centers; and (c) developing an instiutonalcapacity to sustn such infrastructure facilides and to meet the growing needs of the urbanpopulation

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6.2 The ommun um upgrading component would drcty improve the health and livingenviomnt of some 96,000 people through the provision of improved sanitation, drang,access, water supply, and solid waste diposa. It would provide construction work opotuitefor reside, as weiU as hygieno ad health education and trining in the constuction andmaintenance of on-lot saniay facUldes. Ihe market upgrading component would direcdybene tho ealt and byglene of all users of city center markets, possibly 25% of the totalpopulatin or some 200,000 people. It would also Improve the health, economic and commrcalsituatdon of market traders, and eane the Freetown City Council's revenues geated fommarket

6.3 The roads component would provide urgendy needed improvement to urban roads androadside drains, which will improve traffic circulation, reduce damage to vehicles, improvepedestrin safety and circulation and reduce environment degradation caused by uncontrolledflows of sufce water. lhe traffic management improvements would direcdy reduce cross-citytravel times, giVing eoonomic benefits to transport users and opemtors, and reduce the incidenceof accident. Furtemor imprved tffic circultion will reduce fuel consumption, decreasevehicle maintenace costs and therefore reduce foreig currency requirements for imported fueland spare parts. The water supply component would improve the operational efficiency of theexisting system; strengthen the techical and commercial operations of GVWC; and ensure asupply of potable water to the residents of beneficiary slum areas and upgraded market.

6.4 By establishing a self-contained maintenance unit within City Engineer's Department ofFCC, the proposed project would develop a capacity within the Council to carry out, as amdnimum, the routine maintence of the infrastructure facilities and services in GreaterFrewn, including roads, markts, sanitary facilities, etc. This would help sustain the facilitiesprovided under the project. lhe organiaon and financial review study of FCC financed underthe project would defie the various options for FCC to strengthen its finmces as well as tooranize itself to better disbcharge its functis. Other studies included in the proposed projectwould address future inDroc" needs of Freetown as well as other major uan centers.

B. B"-aft Allevation

6.5 Ihe proposed project would have a direct impact on poverty for the lowest echelons ofsociety in Freetown, by improving their health, hygiene and capacity for economic activity.Direct employment oppotunities would be available in the construction of roads, water supply

and the upgrding project, most of which will be undertaken by local contractors and/or. The City's economy which will grow as a result of the improvements to traffic

circulation and road safety will benefit all levels of society including the urban poor. Theestablisment of the medium and log-term strategic plan will enable future investments to betargeted much more accuately towards economically disadvantaged sectors and groups offeringfiture opportunities for poverty alleviation. With respect to women-in-development, the proposedproject would have a substatia direct impact on women who represent practically all the vendorsat the six city markets to be improved and account for a disproportionally high representationamong the residents in the six community/slum areas to be upgraded under the project.

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C. _

6.6 Details of the economic anaysis together with notes and asumptions ane shown in AM6*1. Only those project components with quandfiable benefits have been evaluated. lhey are: (a)community upgrading for Brookfields, Congo Market, Ginger Hall, Kroo Town/Kroo Bay,Susan's Bay and Mabella areas; (b) market upgrading for Bombay Street, Kroo Town Road,Guard Street, Garrison Street, Kennedy Street and Smythe Street markets; (c) water leakagedetion for GVWC; and (d) urban roads and traffic management component. Among expectdbnefts, only the qunfiable beneft have been meaured. Cost streams include cvil works,equipment and macie, engineering design, physical contingencies and provision for operationand maintence costs. Financial cost and benefts are epressed in US dollars at March 1993prices, and economic costs and benefits are expressed In International border prices (in USdollars) at March 1993 prices, and adjusted by the general conversion factor of 0.93 for SierraLeone. The ERRs of the above-mentioned project components are discussed in the followingparagaphs. The combined ERR of these components is 34%.

6.7 Community Upgrading ComMonent. Benefits have been quantified In terms of propertyvalue increases. Based on a sample survey in the six target communities and their comparableareas with proper infistrucure services, the property value would increase by 25% with theproject, resulting in an ERR of about 21%. Sensitivity analyses indicate that with 10% reductionin property values in target and comparable areas, the ERR would be reduced to 14%; with 10%increase in capital investment costs, the ERR would be reduced to 16%; with 10% increase inoperaon and mainteance costs, the ERR would be 20%; and with all of these three incidences,the ERR would be reduced to 7%.

6.8 Market Ugding Bensefts have been quantified based on increases In rentalvalues (or market charges) of the six markets with the project. Present rental rates charged byFCC on traders/vendors in the markets are low. According to private real estate agents, it islikely that the rental value of the markets increases by 200% with the project. Ihis increase isaffordable even for traders with low daily sales, i.e., they will pay about 18% of their profit forthe increased rents. Discounting them for 20 years yields an ERR of 13%. With the rateincrease by 100% instead of by 200%, the ERR will be reduced to 4%; with 10% Increase incapital investment cost, the ERR would lower to 12%; with 10% increase in operation andmaintenance cost, ERR would lower to 13%; and with all of the three incidences, that ERRwould be reduced to 3%.

6.9 Leakage Detection Component. Benefits have been quantified by savings of water lossesarising from implementing the leakage detection component which includes repair after thedetection and valued at an average tariff rate of Le 475 per thousand Ig which will be effective in1994 when the initial benefit of the component begins to accrue. The adjusted financial rate ofreturn, where costs and benefits were adjusted for tax and duties and the general conversionfactor, is estimated at 28%. Sensitivity analyses indicate that with a 10% increase in costs, therate of return would be 25%; and with a 10% reduction in the volume of water saved, the rate ofreturn would be 24%. A combination of 10% increase in costs and 10% reduction in the volumeof water saved would lower the rate of return to 22%.

6.10 Ura R and Traffic Management Cmn . Benefit streams have been measuredin Vehicle Operation Cost (VOC) savings plus time cost savings by passengers. The VOC

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savings arise from Inraed spe and better surace cond8on. ERR s high at 47% as cn beapected for utban road rebiliation and traffic management wodr In a congested city. Withuthe benefit of passenger time saving, ERR would be 45% since the passenger tim values wereasumed to be low. With mely negatve assumption of no traffic growth and no suracedey, ERR would still be at 38%. With 20% Increase in capital Investment coos, ERR is 42%.With all of the the negative icidences, th ERR would be reduced to 32%.

D. Met" Risks

6.11 The proposed project would be the first attempt at Implementing an integratedn Iasuctural rebilitation/u development project in Sierra Leone. The major risk

8steming from such a project is associaed with the capacity of the Inplementing agencies tomane and coordie the implementadon of a nunber of secral activites in parallel. WhieGVWC, with its long history of capable technical performance, is expected to manage well theimplementation of the water supply component, SLRA, a recenty established semi-auomusentiy and headed by capable top management, will require support to implement the rest of theproposed project. Thus the permance of the Project Management and Coordination Unit(PMCU/FIP) of SLRA (reporting directly to is Drector General) would be critical to thesuccess of the proposed project. The establishment of this Unit and appointmet of is ProjectMaae just before the negotatons, and the appointment of its key staff (ocal counterpartAsitant Project Mager, Engineer/Prcrment Specialist and Project Accountant) before crediteffectiveness (para. 4.5), would minimize this major risk. Another risk is related to theavalabiiy of counterpart funding; to minimize this risk, the Government will establish beforecredit effectivenm a project account for the proposed project with an initial deposit of Le 200million and wil m quatly disb n into such account to cover requwired payments

int project exnde ar 3.9).

6.12 Analyses have been made of the impact of possible Implementaon delays on thecombined ERR of 34% (par 6.6) of the proposed project. These analyses, which are shown inAnnex 6-1, indicate that this combined ERR would reduce to 28% if ptoject implementation isdelayed by one year. It would furiher reduce to 24% and 21% if project implementation isdelayed by two and three years, respecdvely.

VIL A REACEED ANDI.

A. mnts Recd

7.1 Agreements have been reached whh the Government, FCC and SLRA that:

(a) an orational and financial review of FCC will be completed by Decomber 31,1993, under the terms of reference satisactory to IDA (para. 2.25);

(b) a structure plan fr Greater Preetown winl be completed by September 30, 1994,under the tems of reference satisf&ctory to IDA (para. 2.27);

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(c) a solid waste sector review for Greater Freetown will be completed by March 31,1994, under the tem of refeece satiaty to IDA (par. 3.4);

(d) a traffic management study will be completed by December 31, 1994, under thetms of reference atsfctoy to MDA (pam 3.4);

(e) subjec to the finding and recommendadion of the organizational and finanalreview of FCC, FCC will establish the Maintenance Unit and appoint theMunicipal Engineer with qualifications satisfactory to IDA by January 31, 1994(paras. 3.4, 4.11 and 4.12);

f the Govenment will onlend US$7.0 million equivalent of the proposed creditproceeds to GVWC fo 20 years including a grace period of 5 years at Bansstandar variable rate for the mlementation of the water supply cmpone andwill capitalize the Inerest during construction as well as related duties and taxes tobe repaid over the period of the subsidiary loan (pam 3.8); the Govermentwould make the remaini credit proceeds (about US$19.0 million equivent) toSLRA for the implementation of the remaining project component (para. 3.8);

(g) the Government will establish a project account with an ial deposit of Le 200million (para. 3.9);

(h) SLRA will appoint the Engineer/Procurement Speciist and Project Accountant ofthe PMCU/FIRP by June 30, 1993 and appoint the Assistant Project Manager byJuy 31, 1993 (para. 4.5);

Oi FCC will implement the agreed acton plan to involve the residents of the afectedcommunities during the implementation of the project (para. 4.13);

3I) DOHSS will ensure that the solid waste collection and disposa facilities beproperly operated and maiained, and that the project areas would be servicedsatisfactorily (para. 4.14);

(k) all procurement of goods through ICB under the proposed credit will be exemptfrom preshipment inspection for pnee by the Government nominated inspectionagency, but quality and quanty Ipecdon i cUld be done by the agency (para.4.17);

f!) consultants for en8gineing design and supervision would be appointed inaccordance wit Bank/IDA guidelines and Bank's Sample Bidding Documents,Letter of Invitation and Sample Consultants' Contract suitably modified will beused for engaging suppliers, contractors and consultants (para. 4.18);

(m) SLRA will have the project accounts, speil account and sant ofexpenditures audied annualy by independent auditors aceptable to IDA (par.4.22);

(n) SLRA will submit to IDA copies of all consult-.nts' rqeorts and studies fiacedunder the proposed project (pam 4.23);

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(o) annual project reviews will be held annually from the date of credit effectiveness(para. 4.24);

(p) SLRAIFCCIthe Government will carry out the plan for the mitigation of potentmental harm during the course of project execution (parm. 4.26);

(q) FCCISLRA/the Government will implement the detaied action plan for therelocation of affected people (para. 4.27); and

(r) the Govemment has finalized the fincial arrngements with GVWC (para. 5.5).

7.2 Agreements have been reached with GVWC that:

(a) GVWC will raise water charges for non-metered domestic consumers to Le 20 ofrateable value by Novembe! 1, 1993 (pa. 5.7); Implement a new tariff structurebased on metered consumption effective November 1, 1994 (para. 5.8) and adjusttariffs from time to time to enable the company to earn a rate of retrn of averagerevaued net fixed assets in operations of not less than 2% in 1994/95, 3% in1995196, 5% in 1996/97, 7% in 1997198, and 8% in 1998/99 and thereafter(para. 5.21);

(b) GVWC's accounts will be audited annually and will be submitted to IDA within 6months afler year end, and such accounts and audits will also include the projectaccounts, special account and statement of expendires (paras. 4.22 and 5.13);

(c) GVWC will revalue its assets annually beginning witi its financial year 1993/94(paa. 5.19); and

(d) GVWC will maintain a debt service coverage ratio of at least 1.S (para. 5.23).

7.3 Beiore credit effectiveness;

(a) The Government will execute the subsidiary loan agreement with GVWCsatifactory to IDA (para. 3.8);

0b) The Goverment wiUl establish a Project account with an initial deposit of Le 200million (par. 3.9);

(c) SLRA will appoint the Procurement Specialist, the Project Accountant and theAssistant Project Manager of the PMCU/FIRP (para. 4.5); and

(d) 1he Government and GVWC will execute the agreed financial arrangements (para.5.5).

1.4 Subject to the findins and recommendations of the organiional and financial review ofFCC (pia. 2.25), tie establishment of the Maienamce Unit and appointment of the Municipal

nSInee by FCC will be conditons for disbusement against the equipment and matials for theUnit (pars. 4.12).

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B. 1 _

7.5 Based on the above agreem, the proposed project is suitable for an IDA credit of SDR18.4 millon (JS$26.0 million equivalent) on standad terms to the Republic of Sierra Leone.

Western Africa DepartmentMay 11, 1993

-40-Am 1Page 1 of 4

~1RRA IQNI

FREEIrVWN INFASTlLWTTURE

UIRBAN SEciroa RO

EioponL ad UrbaUmation

1. Current esimates put the population of Sierra Leone at about 4.5 million ihabitans withonly a third of this figure being economically active. Compared to figures obtained from the1974 (2.7 million inhabins) and 1963 (2.2 million inhabitants) censi, there has beenconsiderable increase In the past eighteen years, as shown by the difference between theiAercemal growth rate for 1963-1974 (about 2%) and current growth rate (about 2.4%). Thepopulion has been found to be relatively young, with a low standard of educatlon, experiencinghigh birth and death rates, relying largely on subsistence agriculture and demonsg a bightendency to move to urban cents. Analysis of the 1974 census data shows that about 21% ofSiem Leoneans lived in settlements with population of 5000 and above, with Freetown aloneaccounting for about 50% of this population. Recet esdmates (1990) indicate that, the urbanpopulation has inceas to about 32.2% of the total, with Freetown accoung for over 50% ofthis population. It has been Intimated (althougb not substantiated by detailed surveys) ht thegrowth rate of the population in Freetown has reached alarming propordons and is far in excessof what was recorded during the most recent intercensal period (4.5%). This is mainly due to theeffects of the civil war in neighboring Liberia and the pressure on the affected rural population toreach the relative safety of Freetown, and partly due to inability to sustain development in theprovinces.

2. Added to the very restrictive land temnre system, and also a situadon where buying agentsminimize prices paid to farmers for their agricultura produce (mostly ctoffee, cocoa, cassava,palm oil, palm kernel and giger), the high prices paid for basic commodities, food, medicine,housing and education reduces net income to the extent that ftrated young men and womenabandon the villages in hope of better opporunities in large urban centers - maidy Freetown.The situation has been made wotse by the war in Liberia and insnt attacks by rebeLs in SierraLeonean terriory. The flight of rua dwellers to Freetown has put tremendous pressures on thevery limited social facilities available. Due to the compact nature of the centr part of Freewn,new immigrants have settled to a large extent in the eastern areas - Kissy and Wellington and inselected sections of the west, notably Brookflields and Congotown. However, proximity to jobsand other income generating venres have made formerly vacant areas in the central part, such asSwsa Bay, Mabella and Xroo Bay vulnerable to migration pressures. These areas are nowhealy populated, and due to their vulnerability to naural forces, such as storms and high tides,have been developed as high density slums, with minimum investment in superstruc A reesurvey ficed by IIDA in 1992 has found the following population densities and buildingconditions in the 14 poorest settements in Freetwn:

-41-Annex 2-1Page 2 of 4

SEM.LEM DENST pp/lb CONDITION OF BUILDINGS

Broowkields 714 * FairKpamaK;ng George 625 PoorCongo Market 972 * FairGuard Street 233 FairGinger Hal 667 ** FairUp Gon 357 FairKanikay 636 PoorOld Wharf 282 PoorGeorge Brook 175 PoorMount Aureol 687 FairKissy Brook 823 PoorKroo Bay 1200 * PoorSusan's Bay 1814 * PoorMabella 2742 Poor

Settlements marked with a double astisk are those selected for permanent improvement underFIRP on the basis of high population density, whie having a relatively substntial housing stocklhose marked with a single asterk are those chosen for temporary upgrading on humanitarian

grounds. The one exception to the mle was Mount Aurweol, on account of its small size (approx.1.6 ha.) and reatively better enromal conditions, which reduced it's overal ranking.

3. It is difficult at this stago to predict fture buizatio patterns in Sierra Leone onaccount of the war, however, with the recent Impwvement In the economy and effbos by donorgroups in the rural areas, coupled with the near to impossible situation of migrants making decentliving in Freetown, the end of the war will see a possible reversal of current migration patterns.

Pr-ofile of Freeow

4. Freetown, capital city and main adminve, manufacting and commercial center ofSierra Leone is located at the mouth of the Sierra Leone River and the Gulf of Guinea at alatiude of 8%30'N and longitde of 13%20W. The city was founded at the end of theeighteenth century as a home for freed daves. Us popul increased rapidly er independence,rechig some 276,000 in 1974, compaed with 30,000 In 1891. The current esmate i8 in theregion of 800,000 mainly due to the war which has displaced many rura dwellers. Enjoying atropical climate with little tmperatre variadon (25SC in August to 291C in Aprl) its rainfalpatun depends on the movement of the Inter-Tropical convergence zone and amounts to about4,000 mm annually. The City is linked to the rest of the world by a deep water harbor, aninernational airport and a good road leading to the provinces up-ountry. Its industrial section isexpanding at a very fst rate, producing commodhies such as beer, mnals, confectionery,csgres, etc. Apat from occasional muddides, the only seismic ewrience was In 1978, andwas recorded to be about 4.0 on the Richter scale. The city has a road network of about 118 km,38 km of mapu roads, 40 km of coliectorldistlutrroads and 40 km of local roads. Most ofthe mor roads and collecr/di r roads hav aphtic conet surfg. Local roads aresurfco dressed. Howev, due to inadequate nm I the recent pas, the paved roadssuffer fom vaying degrees of pavement distress, with much of the major andcollectorldistributor roads dsowing signs of severe pavement distress.

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S. Almost all major roads originate or terminate in the Central Business District (CBD) andail east-west traffic must pass through the core of the CBD. Pavement deterioration plus theabsence of a CBD bypass coupled with pedestrian vehicular contlict paricularly in the vicinity ofmarkets has contributed to extensive delays in the movement of goods and services, damage tovehicles and equipment, very high vehicle operating costs and loss of life due to accidents.

6. Congestion is very high on the 12 km network in the CBD which also serve commercialand business houses, Government offices, the port, markets, and the State House. The stormdrainage system where it exists, is adjacent to the main roads, and consists of some open andsome covered concrete lined drais, which appear to have been developed on a piecemeal basis,in parallel with road construction works. They do not relate to any overall drainage scheme andexhit a general lack of mantemnce. The sewerap system is very limited, serving only a smalsection of the CBD, and untreated effluent is discharged onto the shoreline. Otherwise, septictanks, pit latrines and the bush are used for disposal of human excreta.

7. Sullage from houses is discharged into open drains and nearby waterbodies in a haphazardmanner creating insanitary conditions. A solid wastes management system has been establishedwith assistance from the Federal Government of Germany and is based on bulk collection usingremovable skips and roll-arm trucks. However, the system has major shortcomings including lowskip collection frequency leading to refuse spilling over and around the designated collection sites.Water sply is adequate for low lying areas in the west and cental parts of the city. However,system extension has not been able to catch up with the rapid growth of the city to the east.Excessive pumping costs have also reduced availability of water to residents in the high pressurezones of the supply network.

B. In general, most of the residents of Freetown live in unsatisfactory conditions, havinglimited access to even the most basic amenities. The worst and most disadvantaged groups arethose living in depressed areas close to the seashore.

Urban Povety Profile

9. The urban population in Sierra Leone has risen frvm about 9% of the total population(1950) to 32.2% (1990). This increase was gradual until the start of the war in Liberia andsubse rebel cursions into Sierra Leone, which have resuted in a mass exodus of peopleinto urban centers, particulaly Freetown, Kenema and Makeni. It has been estimaed that fourout of every ten Sierra Leoneans do not have access to safe drinking water and proper sanitationfacilities, the worst afcted commnies include certain depressed areas in Freetown particularlyKroo Bay, Mabella and SusWans Bay. The living conditions in these areas are deplorable and anoutbreak of epidemic could lead to a national disaster. Additionally, there is a high incidence ofilliteracy among the urban poor, which hinders training and reduces their employability. Childrenof those displaced by the war are unable to continue their education In the urban centers andeventually become members of large unskilled groups which roam the city begging or looking formenal jobs. Even ftough oppornities for education in urban areas are more than in the ruralareas, the percentage taking advantage of this facility is lower for the poor than for the averageutban dweller. Thus, in the urban area and perhaps throughout the country, not only are the poorless likely to have ever attended schiool, they are also less likely to have attained elementary levelsof literacy and numeracy. Lack of education may be a contributing factor to povt for theutban dweller If, as a result, indivias only have the opportunit to work in low wage acvities.On the contrary, poverty may mean that the cost of sending children to school is too high. For

-43-Annx 2-Page 4 of 4

nstac, in some of the fishing communities In Freetown, in addition to direct costs foreducation, sending a child to school reduces availale free labor for the business. This sameattitude is displayed when It comes to health. The urban poor in spite of available health servIces,will visit a clinic or a hospital only when the situaton is critical. This may be preceded by visitsto various types of practitioners, from the herbalist to medical assistant or muse. The underlyingfactor appears to be the affordability issue, though lack of awareness seems an equally plausibleexplanation.

10. Another feature in the life of the urban poor is a total lack of awareness of environmentalisues, as seen in the environmental abuse and physical degradation to be observed in the vicinityof slum areas. Firewood is the main source of cheap energy and Its acquisidon is pursuedwiwtou any consideation to the regenerion capacity of the wooded area in question, leading tolarge scale erosion particularly along the mountain slopes in Freetown. Lack of toilet and othersanition acilities have meant defecating elwhere for both young and old. Suliage from homesforms puddles behind houses or where slopes are steep, gradually erode the soil into nearbystreams and water bodies. The net result is coniued deterioration in e omental conditions.These conditions are a result of Ignorance and financial inability to respond to environmentalissues. In a recent study, slum areas in Freetown were identified as the home of the bulk ofurban poverty in Sierra Leone. Examination of the relationship between the slum and other livingconditions revealed that (i) there Is a continued drain of income and other resources out of theslum, and (ii) there is a continuing accretion of people Into it. Peras a third and moredisurbAing finding is the fact that people who are able to succeed evenaly move out, taking withthem a large part of fte entrepreneurship and skill that any substantial population group generaes.

Sierra LeonePopulation 1990-2000

POPULATION (mMons)

6

5

42 -$- -- M -

2~~~~2

01990 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000

Year

Urban Pop. Total Pop.

Source, 08L Census of Pop. and Housing.

FreetownHousehold Income

Leones ('000)12 MedIa. I ml" O (tee ss-weIel t 11.000 puer meat

10

.. ...........

Settlement_Formal ffM Informal E} Total

I~~~~~~~~~~IKr!ByGne alBsn a aiaCnoMre rofed

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SIERRAlEN

OJETWN INFRA5RUCT1E REHILtTO MUMMA=

1m OERENCE

E-N

ORGANEU=? AND ElNMCIA RIEVIW

OF

W N(M crrl OUf

I. hiroducton

The Freetown City Council (FCC) require the services of a consultant to undertake areview of its present operational and or ional efficiency and financial capacity, with theobject of identfying measures to improve its performance.

2. Backgoound

Freetown is the capital city of the Republic of Sierra Leone. It Is siuted on the northernseacoast of the Freetown Peninsua at the mouth of the Sierra Leone River. Greater Freetowncomprises a total of approximately 26 square miles and exend from Calaba Town in the east toJuba in the west Ihe municipal area is divided into eigt wards and contains a total populationestated at between 0.6 to 1.0 million.

The Freetown Municipality Act 1973 contas the main stay pwvisons that governthe powers, duties, and functons (FCC). FCC Is caged with undetaking a wide range offunctions and provision is made in the legislation for the Councl to raise revenue to provide theresources required to fulfil its statutory responsibilities. Revenue is raised through user charges,licenses, tolls, fees, fines, penalties and, in particular, the city rate. FCC is managed by aCommittee of Management under the leadership of a Chairman appointed by the Government ofSierra Leone (GOSL).

The rapid growth in the uban population and lack of systematic maintenance ofInfrastucture in recent years, combined with the increase in demand for infrastructure and servicedelivery has placed FCC's resources under enormous strain and it is no longer able to fulfil itsresponsibilities.

3. Objectives of the Review

The specific objectives of the review are as follows:

(a) Operational Review

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to provide a detailed review of the sttuory toles and otherresponslbilities allocated to FCC;

to analyze the technicd and administraive performance of FCC incarrying out its functions, In particular local Infrastucture and servicedelivery;

to identify the extent to which other organizations are Involved in thedelivery of FCC's responsibilities;

to consider the ext to which the functions of FCC could be moreefficiently delivered by private sector resources;

to provide options for delivery of FCC"s responsibilities and recommendthe options considered most appropriate.

(b) Financia Review

to analyze the exitng sources of revenue collected by FCC and reviewcollection efficiency, and cost recovery for services rendered.

to review the existing financial administration of FCC, in partiuar itscapacity to undertake realistic financial plaming, determine investmentstrategy, and identify any deficiencies In existing budgetng, accountingand auditing systems;

to identify measures that will increase the revenue available to FCC,including cost recovery measures, to estimate the potential revenue thatwill result from implementing those measures, and to provide estimates ofthe cost of the measures proposed;

to analyze the present level and type of Intergovernmental transfersbetween FCC and GOSL and consider measures to increase the efficiencyand effectiveness of these transfers.

(c) Organization Review

to analyze the existing staffing and other resources of FCC, theirorganization and structure, and to identify deficiencies In matchingresources to needs;

to examine the existing management structure of FCC and review itseffectiveness;

to identify the resources and management structure required to facilitatethe implementation of recommendations regarding FCC's futureresponsibilities;

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(d) Genera

- to ma rcommendations for improvement to ovrcome deficieniesIdentified from the review;

- to prepare a timebound action plan (2-3 years) for the implementation ofthe recommendations dealing with rationalization of functions,organizona changes, staftig, aning and financing together withappropiate terms of reference and detaied cost estimat.

4. Sm of Service

Ihe services of the consultant Shall include, but not be limited to, the following:

Consultio

(a) to consult the relevant agencies of GOSL, particularly the Ministry of InternalAffairs, to larief them on the study and obtain policy guidance that wil assist therpaon of recomm ions for improvement to FCC;

(b) bo meet with the Chairmn and Committee of Management and senior sta& ofFCC to brief them on the sudy and discuss the objectives and data collection

(c) to meet with the Freetown Chamber of Commerce and other interested bodiesconcerned with the effective operation of FCC to brief them on the study andinvite their views.

ah Collect

it will be necessary for the consultant to obtain the following data.

(a) For ea of the Iast years:

(i) FCC's Approved Budget Estimates;(ii) FCC's Audited Accounts;(ill) detailed analysis of recurrent revenue collected;(iv) detailed analysis of recurrent expenditure, and;(v) detailed analysis of capital expenditure

(b) deail of currt assets and liabilities of FCC;

(c) details of the various market dues, tolls, licenses, fees, city rates etc, curreycaged by FCC;

(4) detIls of staff cumntly employed by FCC including the title of the post, theduties of the postholder, grade, qualifications, experience, length of time in post,and position in structure;

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(a) detas of accommodaon and office equipment available with an indication of itsadequacy;

(t) details of other machinery and equipment currently held by FCC with anindication of Its condition and efficiency.

In carrying out the data collecion part of the study the consultant will be assisted byrelevant iormation contned in recent studies carried out by local conSult, but the consultantwil be responsible for verification of the data

Smd

(a) the consutant wil briefly ldentfy the historical development of FCC and refr tothe evolution of Its current responsibilities. It will be necessary to identify the filextent of FCC's functions as prescribed by stamte and examine in det anyexisting deficiencies in delivery.

tb) the consultant should consider the present political, economic, financial,administrative and legal environment within which FCC operates and ascertain theutr tentions of GOSL for local government in Sierra Leone in general and inFreetown in particular. These will need to be reflected in any recommendationsfor changt put forward by the consutant.

(c) the exisdtng management strucre of FCC should be examined to ascertain itseffectiveness in delivering the responsibilities allocated to FCC. Impovements toincrease the effectiveness of management systems should be detailed together withthe strucure and organization of resources considered necessary to achieve therequired improvements. Appropriate delegation of decision making within themanagement structure is considered to be an important aspect of the study and theconsultant will need to examine existing delegation of responsibilities and makerecommendations. In particlar, the provision and management of resources toundertake essentia local infrastructure and service delivery must be carefullyconsidered.

(d) the consultant wfll Identify a range of options for delivery of prescribedresponsibilities, together with the resources and orgaional requirementsrelating thereto, including, for each responsibility, the two extremes of (i) FCCdischarging all its responsibilities through the use of its own resources, and (ii) itsresponsibilities being discharged primarily through the use of private sector orother resources under contract to FCC. The consultant will justify the selection ofthe option considered to be most appropriate.

(e) based on the foregoing the consultant should identify the activities that canrealistically be unuertaken by FCC and make recommendations for implementationwithin a 2-3 year action plan. TraIing of existing staff is lkely to be animportant part of the recomirendations put forward for strengthenir of FCC'spresent capacity. The scope for computer application to aist in the effecivedelivery of services and related management systems will be an important part ofthe study.

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(f) the consultant should pay padcular attention to the financil administrationsystem p y opeat by FCC. lb. consun shoud review the raemcollection and acounti sytm, expenditure cotd account systems, adpresent audit aagemegn. The existing sytems for the supply of rdiable and upto dae iunfation on the fincial position of FCC to ssist magment docisonmaking must be carefully appraised. The present process of finmcial planing andthe preparation of forward irveatmetlapltal expenditure decision makmg shouldbe andyzed. the existing budget preparation system should be examined toascertain its effectiveness and recommendations made for improvements. Thescope for com on of the financial administration system, particularly themonioring md reportin sysems, should be considered and realisticrecommendatio-ns made.

(g) the consultant Dshoud prepar tem of refenc for th introducon of thresources needed to Implement a c ensiv revison of the prse fiancaladministration system based on the mendo pUt forward. t is anticipatt a suitably qualified Director of Fiance would be engaged by FCC on alimited peiod appointm (2-3 years) to implement the changes required. lb.consultant should prepare terms of reference for such an appointment.

(b) the consultant should also pay particular atention to FCC's present caiy toplan, finance, maunage and maintain municipal works throu the Engineer'sDeparmen Existing staff and equipment must be analyzed to determine theffectiveness of this part of FCC's operation. The conula should put fward

proposals identiying te nature of works t it is considred dsuld beundertaken by FCC either directly or thrugh the use of private sector rsources.lie consultant should prepare terms of reference for the inoduction of areorganized Wors Department and the establishment of a Mantenance Unit withdetais of the key staff and other resources required and the organization andmanagement arrangements considered necessary for implementation. ThisMainenance Unit will be managed by a Municipal Engineer to be provided underthe IDA financed Freetown Infhastructure Rehabilitation Project, and will beresponsible for the toutine maintenac of infastructure facilities in the City(roads, markets, drainage, etc.). The consultant should also assess the possibilitiesfor the Unit to expand its responsibilities to include periodic mai ce of roadsand the resources required would be identified.

(J) the consultant will prepare a timebound action plan (2-3 years) for impleme onof the recommendaions put forward with detailed costs estimates for each phtaseof the work to enable the client and the World Bank to appraise the proposals.

5. QUM and deliverables

In broad terms the consultant will provide the following outputs:

(a) details of the findinp derived from the review together with reco ds forachievable improvements;

(b) detafls of a realistic 2-3 year action plan to implement the recommendations;

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(c) details of th esdmated cost of Implementing the improv es .commended.

In pardcular the consultant will provide the following detais to support the foregoing

(a) a deiled description of the futions allocated to FCC together with presenperformnce analysis;

(b) detdls of existing constaints affecting the capacity of FCC to meet itsresponsibilities;

(c) a detaed description of the existing management stuce of FCC together withan analysis of its effiveness and efficiency;

(d) summies of the data collected together with analysis of that data and conclusionsdived therefrom;

(e) a description of the present financial position of FCC based on trends in revemneand expenditure over the last 5 years;

(t) an outline of the options available for performance of FCC's functions andjustification for the consultant's option selection with detailed recommendationsfor improvements in the stucture, organization, management, resources andrevenue of FCC together with an analysis of the esmated costs involved;

(g) fiorecast, statg assumptions and data sources, of the financial position andcapacty of FCC over the next 5 years if:

(i) no change takes place and current trends continue, and;

(ii) the consultants recommendations are implemented.

(h) details of a timebound action plan (2-3 years) to implement the recommendations;

(i) details of performance targets/indicators that can be used to measureimprovements;

0) details of any legislative changes needed to achieve the recommendations;

(k) tem of reference for the key staff and other resources required in the financialand Sening deparments of FCC;

O) any further studies considered necessary by the consultant to achieve additionallmprovemr'ts in the capacity of FCC together with appropriate terms of referenceand cost estintes.

All cost estmates should be expressed in US Dollars and classified into foeign and localcomPonens oand taxes, and the phasing of costs will be shown on the timebound action plan.

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6. stam .mffiag End respnibiilkm

The consultant wil provide the following key pofessional staff to work as a team for thereview:

(a) Muicipal Finance AnaystO) Municipal ILstitution ADalyst(c) Municipal Engineer

Based on the work to be undertaken to achieve the objectives of the review, i s estimaedthat the professional Input required will not exceed 10 man months. However, the consultant maywish to comment on this and submit proposas for modification.

The consultant will provide other support staff neede to undetake this study includinglocal searl staff. The consultant will be responsible for makin apoprie arrangements forcommunication, transportadon, office equipment and other facilities reired to complee therview.

7. R Dning

T'he following reports shall be submitted by the consultant:

(a) Inception Report - This report must be submitted within one month of thecommencemnt of te consulq services.

-b) lIteim Report - This report must be =avle within three months of thecommencement of the cosultancy services for review by the clentI.he ItedmReport shWd contain:

(') the results of the consultants research to date together with prebnaryconclusions and recommendations;

(ii) details of the future work program required to complete te Drft PialReport;

(iii) an outline of the contents of the Draft Final Report, and;

(iv) details of key issues that need to be resolved before the Draft Find Rortcan be prepared.

Ten copies of the Interim Report should be prepared and the consultant wIll berequired to discuss the report with the client and follow guidance given with regard to thepreparation and content of the Draft Final Report.

(c) Draft Final Report - Tbis report must be available within 5 months of thecommncement of the services for comnieration by the dient. The Draft FiReport shod contain:

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Page 8 of 8

(D) all the outputs and deliverable desribed above with paicular emphasis onthe acdon plan and cot estes; and

(jii) executive summary of the main fiding and recommna and;

(lii) all upportg documontation, tables, grapbs, charts, and associatedcommenty.

Twenty copies of the Draft Final Report should be prepared and sent to the client.Ihe consultant will be required to discuss the report with the client and make amendmentsand additions where necessary.

(d) Final Report - Following discussion with the client, the consultant wil prpeare aFinal Report (20 copies) within six month of the comenemntof the seiceswhich will comprise the Draft Fimal Report modified as neesay in the light ofgauidnce from the client.

8. ities to beprovded by the client

The client will provide relevant data within its possession upon the request of theconsultant, and wil ensure that such data Is accurate and supplied as quicldy as possible. Theconsultant will be given access to the source material where requied. The client will ensure thatthe consultant has access to all staff who will be required to cooperate in interviews and in theproviion of information.

ahe client will provide copies of all relevant reports prepared by its own staff orconsultas that deal with the management of FCC andlor its effectiveness in fulfilling theresponiblties allocated to it. In particlar the client will make avaiable to the consultat reporreceny prepared by Edwards Davies and Associates concering Inastructure Rehabilitation inFretn and report recently prepared by Genac concerning the Property Rating System inFreetown and proposals for a revaluation and other improvements designed to enhance revenuemobilization.

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OUTLlE TMOM OF REFEltENE FO StRUC PLAN

INVESI? EROARW ZAREA1=N STtmBukawd~~~~~~w

1. The infrastructu needs of the City of Freetown are enormous. n all physical sectors,facilities are below an acceptable standard, throughout the City and, particulady in the settementshousing the lower income residents. Additionally at present, with limited exceptions, no statcplans exist to address the present or futre overall service needs or needs wit sectors.Responsible instdtons are unprepared to meet the massive task which faces them. In response tothis challenge and charged with the task of dimensioning a project to address the infiuctreneeds of the City, each of these facts has been taken into account. lhis has resulted in theformlation of a project design philosophy, based on the following premises:

(a) Physical measures are urgently required to stem the tide of deterioration and toimprove the environmental quality, and the quality of life of the residents.However, these physical measures should be limited to those which contribute topossible long-term developments.

(b) Long-term plans should be formulated for each of the physical sectors, to enablethe design of more major projects to address future needs which will result fromnatural growh and rural to ura migration.

(c) Institutional responsibilities for the development of each of the sectors must beclarified, and those selected institons must be strengthened to meet theimplementation, operational and maintenance needs of the sectors under theircontrol and to be prepared tD meet the incaed needs of the fuure.

2. The basis of the Freetown Infrastructre Rehabilitation Project (FIRP) is a two-partstrategy: a) to cater for the most urgent infrastructre needs of the City, and b) to prepare aninastucture investment program to cover medium term (15 year) requirements for further morecomprehensive rehabilitation and the requireme for new infrsructure to meet the needs ofurban growth and continuing rural to urban migration.

3. The strategy will be achieved by implemeting a three-part project to deal with theInfrastructure needs of the City, which will have the following components:

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(a) To address the major and most urgent infrstuctua deficiendes of the City by aprogram of repair, rehabilitation and upgrading oslum areas, markets and theurban road and water supply systems. Taclding first the highest priority and mosturgent deficiencies to Improve the living environment and socio-economicconditions of the urban poor, which will not preclude options for redevelopmentin future to be defined by a medium to long-term planning process.

(b) To provide technical assistance, traini and essenti matials and equiprmnt Inkey departments of sectoral agencies, to begin the process of institationaldevelopment of these agencies and to prepare them primarily for the task ofopeating and maining the Improved facilities to be provided under Part (a) ofthis strategy.

(c) To put in place a strategic planning framework to determine the medium andlonger-term growth characteristics of the City, to enable the preparation ofsensitive and appropriately dimensioned development programs for future yeas.

4. These terms of reference address the third of these components and outdine therequrements of a comprehensive study and investment program preparation exercise.

ablec0

S. Ihe principal objectives of the propo study will be:

(a) to sess past and predict future demographic trends to determine growth patternsand forecast future population figures to cover residential, commercial andindustral growth;

(b) to carry out a land-use and land capability assessment to determine areas avaiableto accommodate future growth and those areas suitable for re-development;

(c) to prepare a stucture plan for Greater Freetown with 5,10 and 15 year timehorizons to indicate how growth can be acoo in spatial terms;

(d) prepare a prioritized overal development strategy to meet structure plan target onthe basis of immediate, medium and long-tetm goals;

(e) from the development strategy, calculate infstructre and institutonalrequirements based on ultimate population figures to form the components offiuu ifastructure development progams to meet the defined goals, wih anemphasis on building Implem on and operation and maeance capacity;

(t) prvpare a detailed lnvestment progrm to address the short-term (5 year)Infrastructure needs of the City; and

(s) prepare indicative investent prorams to address the medium (10 yea) adlonger term (15+ year) needs.

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Scop of W 91k

6. To achieve the objectives stated, the consultant will be required to cover tasks including,but not limited to, the following:

(a) Analysis and assimilation of previous planning studies and current/proposedstudies, eg. the Traffic Management Study to be undertaken within FIRP.

(b) Population studies and forecasts.

(c) Socio-economic studies and forecasts.

(d) Study and forecast requirements for futre industial facilities and job creation.

(e) Study and forecast requirements for future commercial and public market space.

(f) Carry out a study of existing ihfastructure, including industrial, commercial andsocial facilities, to determine appropriate land-use and density parameters.

(g) Calculate and prioritize needs and prepare immediate, medium-term and long-termdevelopment programs.

(h) Prepare detailed cost estimaftes for the immediate developmentprogram.

(i) Prepare an economic evaluation of the immediat development program.

(j) Prepare an implementation schedule and a tentative financing plan for theimmediate development program.

(k) Prepare tentative cost estimates for the medium and longterm developmentprogram.

O~) Assess instituional capacity to meet the needs of the immediate developmentprogram, and propose measures to increase this where necessary.

Consultant S&rcm RoqMied

7. To ssfactorily address the objectives and scope of works required under this demandingsdy, the services a multi-disciplinary team, from a consultancy organzation or consortium ofconstltancy organizations will be iecessary. The to-am proposed should as a minimum include thefollowing skills:

(a) Project Management(b) Demography(c) Urban Planning(d) Instituional Speciizadon(e) Inastruc Engineering() Land Surveying

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(g) Finacial Analysis(h) Economics(i) Communit Development Ehpertise

7. Strong emphasis should be placed on the development of indigenous skills within SierraLeone to be able, in future, to tackle such comprehensive exercises. Therefore, an importantaspect of this study will be the training of local counterparts. Additionally, this study is to beused as a vehicle to improve the skills of the local consulting industry and therefore theinvolvement of local firms and professionals should be maximized.

Memgm apd uegn1

8. lhe day-to-day management of the study will be the responsibility of the Sierra LeoneRoads Authority (SLRA), and the main peson responsible will be the Project Manager(PMCU/FJRP) acting on behaf of the Director General. However, for the overall managementof the study a steering committee will be established, whose membership will reflect all the publicsector bodies responsible for development within the City, and most importantly, the PrivateSector and interested Community GroupstNGO's.

9. In order to track and monitor the progress of the study, the steering committee willrequire the following Reports:

(a) an InMto one month after the commencement of the study, which willsmmuarize the situation found by the consultant, and provide a fuly detailedworkplan and staff in-put schedule. Any major departure from the work programand staffing schedule included in the consultants tecical proposal should be fullyJustified.

(b) a Draft Struc=re Plan Report four monfts after the commencement of the study.This will be a presentation of the structure plan prepared by the consultant team ingraphic and written form. After discussion at steering committee level andincororation of any required modifications, the plan will go forward for formaladoption.

(c) a P1 ualren Plan Bo= five months after the c nent of the Study.

(d) a Draft Investment PrDg Rem t eight mondt after the commencement of theStudy. This report will set out required investments by sector, with a priorityranking, into short, medium and long-term investments, for discusion with andadoption by the steering committee.

(e) a Draft Final nvestment Program= RetQ eleven months after the commencementof the study, which will propose a detailed short-term, 5 year, investmentprogram, by sector, together with a financing plan and economicevaluaon/jufication. The report will also include tentative medium and longterm investment programs.

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(f) a EIFLw twelv monhtl after the commencement of the Study, which will bebased on the Draft Final Investment Plan Report, Incorporating comments fromthe stewing committee and GOSL.

10. In addition, the consultant will be required to submit rguar monty progre report toSLRA, describing the progress of the work in comparison to the approved work program, staffmovements, logistic issues and hi{ghlight issues likely to adversely affect the progress of the study.

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SIERRA LEONE

Fit M:OWNiI REHAlIAlXON Po

1. The Preetown Infrastructre Rehabilitation Project consists of a number of integrated andmuualy supporive sub-components intended to improve living conditions and economicopportunities for the least economically advantaged residents of the City, while preparing agenciesinvolved in the City's administration fr the longer term challenge of becoming self-sufficient infnancing, creating, operating and maintang the infrastructural services of a major populationcenter. The Project will also provide tecnical assistance required to prepare a structure plan forthe city over the medium term, which will identify projects and programs required to realize theobjectives of the plan.

2. Descriptions of the components of the project are as follows:

L Urban UJg.dng

3. This component wiU comprise the upgrading, by improvement of physical facilities andinfratructure in six of the most deprived areas of the City, six of the most important and well-patronized City markets, and assistance to the Department of Health and Social Services forgarbage collection in these areas.

O) Conmnuni1y Slum Upgrading

4. Community slum upgrading will comrse of a two part strategy, tailored to the particularfeatures and needs of the two different types of slum areas found in Freetown. The first Is atypical deprived urban community, an area of traditionally pemment midence, ofte conaia large proportion of substanti pmanent dwellings, which due to lack of maitnnce and thepoverty of its residents, has over the years deteriorated to a point where major permanentrehabilitation works are required. Such areas identified in Freetown include Brookfields, GingsrHall and Congo Town. Under the Project these areas will receive improved access in the form ofnew and upgraded roads and footpaths and improved connections to the main City road system.These roads will also be provided with lined side drains to cater for surface and storm waterflows. Water supply will be providedlupgraded to ensure that all residents have access to a readysupply of potable water, through standpipes or individual house comections. Sanitation will beimproved by the installation of improved ventilated pit-latrines on a per household basis, and theprovision of muld-purpose public sanitary facilities, with provisions for both deftcation andablution. Attached to these multi-urpose facilities wil be centalized refuse collection containersand access for refuse collection, cleansing and maintence vehicles.

S. The second type of slum area is much more marginal residential areas, occurringprincipally close to the seashore, occupied by in-migrants. Typically the dwellings in these areasare of temporary nature, constructed of scrap materials and are vulnerable to fire and tempest.Due to the marginal nature of these areas for residential use, a fill, permanent upgrading is notrecommended until such time as a resettiement alterative is available. However, the most

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dilapidated of them, Susan's Bay, Koo Bay and Mabella, provide a home for some 39,000 of theCity's poorest Inhabitants and, therefore, cannot be ignored. The proposal for these areas Is toprovide adjacent units which will include piped, potable drinking water, garbage disposal andcollection facilities, multi-purpose sanitation units including washing and toilet facilities. Mostimport wIll be the provision of vehicle access to enable the proper servicing of these units.Such units will be provided In locations where other adjacent communities can also enjoy benefitswhile awaiting a more permanent upgrading.

6. Specific project activities are as follows: acquisition of about 4.5 hectares of land in thesix areas to accommodate toilets, standplpes and wastes collection containers; rehabilitation ofabout 2.63 km of roads in Brookfields, 2.83 km in Congo Market areas, 2.97 km in Ginger Hall,1.83 km in Kroo Bay/Kroo Town, 0.66 km in Susan's Bay, and 0.41 km in Mabella, details ofwhich are shown in Table 1; reconstruction, lining and repairs of parts (3.4 km) of secondary andtertiary drainage systems in the six areas with emphasis on drains along roads and drains neededfor effective sullage disposal which by far constitutes a major health hazard in these areas; waterspply through repair and consiction of standpipes, and extensions to the distribution mains toalow connections for domestic supplies; in all 33 existing standpipes will be repaired and 46 newinstallations made as shown in Table 2; provision of 11 public toilets and 6 ablution facilities (seeTable 3) together with the necessary on-site disposal arangements, and ventiated pit latrines(VIP) in selected areas; provision will also be made for the location of 50 refise containers asfollows - 14 for Brookfields, 12 for Congo Market area, 8 for Ginger Hall, 8 for KrooTown/Kroo Bay, 3 for Susan's Bay and 5 for Mabe:la.

fi1) Market Impmt

7. The market upgrading component will tackle the present unhygienic and dilapidatedconditions found at six of the main markets and one slaughter house in the centrad area of theCity. ITese are Kroo Town Road Market, Garrison Street Market, Kennedy Street/Kissy RoadMarket, Smythe Street Market, Guard Street Market and Abattoir, and Bombay Street Market.

8. Presenty, the condition of these markets Is severely run-down and the buildingsthemselves have deteriorated to the point where they are in parts structurally unsound and presenta danger to the public. In general, the buildings though in many cases architecturally attractiveand well worth preservation are not internally well-organized for the large volume of traders andcus.omers they are required to deal with, this results in an overspill of traders into the adjacentstreets, and consequent congestion and disruption to vehicular and pedestrian traffic. Perhaps themost serious deficiency of these markets Is the lack of facilities for personal hygiene, for thewashing and preparation of food products and for the collection and disposal of garbage. Theproject wil improve accessibility, public health facilities and arrest the deterioration of marketbuildings.

9. The project will Include the following: provision of potable water supply for personalhygiene, drinking, washing of foodstuff and premises operation of toilets, and includes provisionsfor storage in sensitive locations such as toilets and abattoirs; structural repairs to buildings tocater for damaged roofs, unsafe suspended floors, damaged stalls and kiosks, cracked walls, andpotholed ground floor slabs; provision of toilets and multi-purpose ablution facilities, Includingthe relevant on-site treatment, units such as septic tanks and soakaways; garbage collection anddisposal facilities; site drainage and disposal; provision of access roads for shoppers and servicevehicles, including the neeary arrangements for vehicles to turn around; walkways to enhance

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intemal circulation; loading, offloading and parking facilities; improvement in aesthetic values andpreservation to retain the character of the city. These measures are considered to be emergencyactions needed to Improve environmental conditions without any prejudice to future studies ofsuitability of present market location within the city.

I) Sold Waste fManaent

10. To complement the efforts of the ongoing KFW financed solid waste management project,the project will provide two solid wastes collection vehicles (skip trucks) and 50 skips disbutedas follows: 2 for each of the six markets; 14 for Brookflelds, 8 for Ginger Hall, 12 for CongoMarket, 8 for Kroo Bay/Kroo Town, 3 for Susan's Bay, and 5 for MabelWa (Table 4). Theseskips are to be standardized at 5 cubic meter capacity, and specifications will be written toprocure appropriate collection vehicles. An Important featLre of the collection vehicles is thattheir payload to volume ratio should be equal to the density of refuse under consideration, sincecompaction In the skips Is negligible. This is to ensure that undue stresses are not put on thevehicles' power transmission systems. In addition to spares, two pick-up trucks will be purchasedfor the monitoring unit of the Department of Health and Socil Services (Environmental HealthDivision) responsible for supervising the private contracor. To properly establish a basis forfuture assistamce in this sector, a study will be undertaken to assess the current situation and makeproposals for the future.

H. RehahltaionWpradln of Access Roads and Draiue

I1. Under the IDA-financed Read Rehabilitation and Maintenance Project (Cr. 2451-SL),about 20 km of roads in the Central Business District will be rehabilitated. Tbis leaves a balanceof some 80 km of arterial collector and local roads. However, undl a comprehensive trafficm^anagement plan has been proposed for the city, undertaking major road rehabilitation programwould not address the present congestion problem.

12. The project will therefore support activities identdfied for depressed communities andmarkets by providing accessibility into these areas. Table S indicates 16.00 km urban roadsidentified for the project comprising: 3.2 km of major arterial roads, located mainly on theperimeter of some upgrading areas; 7.6 km of distributor/collector roads, which penetrateupgrading areas; 1.6 km of collector/distributor roads, which serve markets to be upgraded underthe project; and 3.6 km of complementing arterial roads retained to ensure continuity ofimprovement, and also to maintain uniform standards along the corridor. Three types ofinterventions have been proposed for all roads under the project. Type I involves roads whichrequire rehabilitation, comprising sectional pavement strengthening, pothole patching, overlay,drainage repairs and provision of walkways in areas of high pedestrian activity. Type 2 involvesroads which reqWure reconstruction, on account of very weak pavements and absence of orextensive damage to drains and other draiage structures. Type 3 involves gravel roads which areto be upgraded to paved road standards.

13. About 11.3 km have been identified as internal roads in the slum areas being upgraded.As shown in Table 1, scope of works involves rehabilitation, reconstruction and upgrading ofgravel roads to paved roads standards in accordance wih design criteria established in table 6.Distribution of these roads are as follows: Brookfields - 2.63 km; Congo Market - 2.83 kmn;Ginger Hall 2.97 km; Kroo Bay/Kroo Town - 1.83 km; Susan's Bay - 0.66 km; and Mabella -0.41 km.

-62-Atmggqe 3-1Page 4 of 12

14. In addition to the above collectoridistribution roads have been identified as providingaccess to the six markets being rehabilitated under the project. These are Keonedy and AdolphusStreetsO for the Kenmedy Street Market, King William and Nana Kroo Street for Krootowi RoadMarket, Magine Street for Guard Street Abattoir, Old Guard Stret for Guard Street Market,GaTrison and Rock Streets for Gardson Street Market. To ensure proper co-ordination at theimplementation stage, these roads shall be packaged for tender together with the other roadworks.

m. Water Suppfl Comfzn

15. The water supply component is aimed at optimizing the capacity of the existing facilitiesand improving the financial management of the Guma Valley Water Company. Specific activitiesidentified for the component are:

16. (1) To design and implement a leak detection and repair program in two stages.Stage I involves the Installation of meters in selected locations, estblishme of regularmonitoring procedures to estimate night time leakages, visual inspection of transmission mains,reservois, tanks, distribution and service mains, including repairs to all reported leakages. Stage1I involves an ongoing program to extend the detection and repair program to other areas notcovered under the initial program and an overall visual inspection at six monthly intervalsincluding repairs of all reported leakage. Plant, equipment and material requirements for theimplementation period starting from November 1993 are indicated in Table 6;

17. (ii) To implement a universal metering program including mitigation measures toaddress the accompanying soclo-economic Issues affecting about 70% of the popuiation who donot have direct connection to the water supply system during the fist six months of the project.Table 7 indicates existing domestic connections to be about 10,000 with about 23,000unconnected. Under the proJect, these 10,000 connections will be metered; in addition 5,000 newmetered connecdons will be made and about 500 existing gtandpipes replaced, with provion foraddidonal 200 new standpipes for people whose regular sources of water will be lost, as a resultof the metering program. The metering program will be implemented in a ninemonth period andthe standpipe replacement and installation program will take about 3 years to complete;

18. (iii) To implement a small scale system extension program city wide, and this willinvolve laying about 7.5 km of 50mm diameter, 9.km. of 80mm diameter, and 4.5 km of 100mmdiameter pipes over a 3 year period. This activity will also allow the extension of the watersupply system to serve the communities/slum and market upgrading areas identified under theproject. The first phase of this program will be implemented over a six month period, prior tocommencement of road and other works in the slum and market areas; and

19. (iv) to equip Guma Valley Water Company to properly plan and implement theproject, through provision of plant and equipment, vehicles, communication facilities, technicalassistance and office facilities, including computers and accounting/billing machines.

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Page 5 of 12

IV. ha*_ E

(I) [Ea &DMM

20. Subject to the findings and recommendations of the organitional and financial review ofFCC, a maitenance unit wiU be established within the City Engivper's Department to maintnthe roads and buildings to be constucted under the project, and also serve as part of a long termprogram to improve the service delivey capability of the Council. lhis would also involve atraing program aimed at establishing systems and procedures for road maintenance, andprovision of the unit with basic road maintenance plant, and equipment. About 36 staff-months ofMunicipal Egeer's input will be provided under the project to establish this unit. Povision hasalso been made for taining of engineers and technicians in romad maitean i ons homeand abroad. To assist FCC in responding more readily to fire outbreak in the upgrading area,where most of the houses are wooden stuctures, two fire engines will be provided under theproject.

X1) SLR Su&d

21. About 36 staff-onths have been provided under the project for the Project Manager tohead the Proje Mnagement and Coodiaton Unit (PMCU/FIRP). He is responsible for themanage_m and co-ordination of the various project acvities. Six vehicls wil be provided toassist with day--day implementation and co-ordinatio issues. Provision has also been made foroffice equipment and supplies including running cost for vehicles and training of PMCUIFIRPstaff.

V. Techni;l Assis

22. Provision has been made for the following studies: 15 staff-months of professional inputfor solid waste management study; 67 staf-months for Freetown struerl plan, 40 staff-monthsfor Traffic Management and Improvement study; 13 staff-months for organizational and financialreview of Freetown City Council; and 53 staff-months for project preparation studies for othercities in Sierra Leone.

-64- Annex 3-1Page 6 of 12

SamFREXTOWX INFNASTRUCTURE REMABILITAT!OW PROJECT

TABLE 1-1s INTERNAL ROADSIN SLUM UPGRADING AREAS

Total SCOe

Upgrading Area Road NaM Width Length ofk __ Work

BROORFIELDS Bright St. 5.75 0.30 C

Hall St. 5.35 0.40 CJanjue St. 5.40 0.10 C

Eleady St. 3.09 0.09 CBeccles Ln. 2.80 0.21 C

Becoles St. 3.00 0.29 C

Shorenkeh St. 3.40 0.04 C

White St. 6.88 0.22 C

Mamah St. 5.70 0.16 CBrown St. 4.30 0.11 C

Cgoo In. 5.10 0.56 C

Rock Ln. 5.40 0.14 C

2.62

CONGO MARKET Heddle St. 5.20 0.11 B

Watson St. 4.90 0.06 B

Dougan St. 7.60 0.57 B

Athins St. 5.00 0.17 BJohn Ln. 3.50 0.18 BEdward Ln. 3.60 0.18 B

Sw2uer St. 2.90 0.08 Bloamy Ln. 2.20 0.07 BToo Good St. 4.10 0.05 B

Sbm St. 3.90 0.08 B

Dick St. 3.60 0.05 B

Gilpin St. 3.70 0.05 B

Lawson St. 7.00 0.25 CSankey St. 8.49 0.11 C

Nicol St. 6.13 0.10 C

Phillip St. 6.70 0.13 C

Ferguson Ln. 3.70 0.19 CPratt Ln. 4.80 0.23 CPeter Ln. 3.90 0.17 C

2.83

Legends B - Road ReconstructionC - Upgrading Gravel Road

-65- Annex 3-1Page 7 of 12

TAO1 I * I *mt iolyn I ZYANAL RSOAD SO;

iUs 11M UIONAD &REM

9tUpqrad; Road *1e width Total scopeAreaLegh o

km Work

GIEGU SALI Bathan La. 2.97 0.38 BPurcell La. 4.45 0.14 8sockaris, La. 5.00 0.01 BB1yde La. 8.60 0.21 3Dan LA. 8.25 0.19 8Wicol Ter. 3.28 2.31 BMetsger La. 4.10 0.33 BGrant La. 4.19 0.13 Bmackay La. 3.00 0.13 8Regina La. 3.25 0.16 8Tity La. 4.70 0.08 3EMly La. 3.00 0.12 BBrown La. 4.00 0.10 BJubile La. 3.20 0.08 8Wesley La. 3.90 0.21 CLemo L. 4.10 0.17 C

2.75

XROO B&Y/XROO TOWN Klng William at. 6.12 0.12 3Nona Kroo St. 6.00 0.15 BLittle Kroo at. 6.45 0.16 3settra Iroo St. 7.94 0.22 BGrandoess St. 7.65 0.22 3Jamboria st. 5.30 0.18 3West Brook St. 5.30 0.22 3Cape lalm. St. 5.72 0.56 3

1.83

SUSAN'S DAY Bast Brook St. 7.29 0.21 BFisher St. 3.60 0.24 BZest Brook La. 2.62 0.14 3Raook 8t. 5.00 0.07 J

0.*66

MIBZLLA Kill St. 3.50 0.37 COld Guard St. 4.16 0.04 C

0.41

41TAL 11.33

LBOUGES B - Road ReconatrzationC - Upgrading Gravel Road

-66- Anex 3-1Page 8 of 12

u-ntity

AT"a aet1a Proposed TotaL

lrooktiiald 7 a is

Cong Makot 11 6 17

oingr 3.11 2 10 12

Iroo Bay/Ireo TOwS 0 10 1i

812a1 aty 4 6 10

'aela 1 6 7

_. _____.____.___ .__ 33 46 79

AIse, a iic abti tArea hbo it~* U

_____ ____ _____ ___ oilets YaaiU tie _ __

!Srookii.ld 2 1 v

Congo Market 2 1 PA

Giner 3a1 2 1 vL

troo 0ay/Kroo Tow 2 1 ML

Susa's Say 2 1 L

jBbl1a 1 1 IL

TOM 11 6

St. OFM g OUIn BLUM AREAS

ATa OAd te am site Total Ult

Drookgield 4 10 14 EL

Congo Maket 2 10 12 IL

GInger 3.1 2 6 a Rh

groo Day/1"o TOsM 2 6 8 IL

Susan's ay _ 3 EL

abella 2 3

Total - 121 3_ 50 SO

-67- Annex 3-1

Page 9 of 12

tn&y£- mas * 3 flflfl ea3U

I~ ~ 55 _FI I-I I

Usea i Vibe goad L.apb "o Mre"" " I t Is"o .1

l Aee g S | |to *ks

l 10 1 I km km km hm 1a 1

10.4 talvay to. 00 4.0 0.2 I - 21 -

X" Bu PA 01.69 0: 0$ .* .eo 1

ll1Oy St. 0.24 5 30 _u a0.24

Uet St. 1 0.2S1 3.40 0.2 - I _ li/aSeth at. 0.735 5.S11 0.73 - I - _ /C

IAOSSmay" St. o 7.48 ~ I 0.50 - - _ /Clleoovw tIL. 0.95n 3.7s 0.95 I _"s St. I-00 4.s0a0 E"Ona &a. -S §l -3 _ _l/

Con"Harket jaavpbel 6t. 0.81 11.751 0.310 - - I I -

Du t St. 0. | 0.10 -_ -_ l_ la1u0ca" St: ::F, I-s -° -Sz _-

Za e. " t :,$4 so I o.60 I - - ZP/a

PAS, St. I 0.211 7.301 0.21 - 5 - 5- 5/a8Aytbe St. o0.2sj 7.001 - I - 5 0.255 lSytbe at. IP/s

Gger 13 "saoy Rd. 1.50 10.450 |-.5 0.1691 -l O.S| y st.lulalies. Rah n St. I 0.415 6.00 -_ 0 .413 - 5 _ A li/a

pp. raetat St. I 0.45 4. 94 _ I 0.455 - I - I - 5W/SI vI 3 4*94 _ 0.371 - I/s

I sLaz3La. I 0.0 3.60 0.0I -o I _ _ p/sbey b ar St. I 0,28 1 S.7S5 - I - I 0.201 - isoubey t. II/a

tea St. O3S 5.S0 - - 5 0.351 - I ombay St. IZ/ajSoatae_St. 1 0.16 6.555 _ 0-101 1sombay St. IP/9ombur To.o at. 0.16 6.51J 0--.1 isEmbay st. I wa

Sto" say/o. lomef liree towa ad.. 5 0.655 9-10 1 0650 1 - I I I IP/a51vfoo *t Se« at. 5 0.34 9.4 - 034 -_ I _ i/5chap eSt. 0.17 .3 0.1

-Wsnem say l"uau"z se. j o0.091 .2461 - I 0.091asluesa She.as St. 3.31 0.1e I _ I -0li30

1 0.301 7.305 - I o.zo, -~ ~~ ~~~~~~ 1 5/toa sl " at. 0.28 I 6.50 0.280 |I - I |_ /A

lout eaaS. I 0.195 4.165 0.195 I I I - 1/

I I 16.01 I I 3.1X33 7.64 1.591 3.617 1 1

.uuuus. a - Rea RebebilUse sLa u - u^ero RoadS - RPAd Room.tzucueta P - Parsetrattoa boces RoaC - UpIadLag Gave la 2 -Itemal Rod

-68- Annex 3-1Page 10 of 12

SIERRA LEONEEREETOWN INFRASTRUC!URE BxHABILITATION PROJECT

TABLB 6PLANT AND ZOUIPRENT FOR LEAK D8TECTION

Item No. Item Description Unit Qty.

1.0 EQUIPMENT1.1 1M Compatible 286 Computer No. 1

U.P.S No. 11.2 rlow Loggers No. 6

Pressure Loggers No. 6Cables, Software, Connections No.

1.3 Pulse Unit No. 61.4 Flow Meter No. 21.5 Cable Locator No. 2

Surface Box Locator No. 21.6 Leaknoise Corrolator No. 11.7 Miscellaneous L.8 _

2.0 REPLACEMENT METERS300mm dia. No. 1200mm dia. No. 11150mm dia. No. 35100mm dia. No. 4075mm dia. No. 2050mm dia. No. 30Spares

3.0 LEAKAGE REPAIR MATERIALS1.0 DN 550 Steel Coupling No. 15

DN 450 Steel Coupling No. 6DN 400 Steel Coupling No. 6DN 300 Steel Coupling No. 4DN 200 Steel Coupling No. 4DN 150 Steel Coupling No. 20DN 100 Steel Coupling No. 40DN 80 Steel Coupling No. 40DU 150 OPVC Coupling No. 30DN 100 OPVC Coupling No. 160DN 80 OPVC Coupling No. 100DN 100 GMS Coupling No. 300DN 80 GMS Coupling No. 240Dr-AC Stepped CouplingDU 150 No. 30DN 100 No. 50

-69- Annex 3-1Page 11 of 12

SIsERR LEONeFRUMOUN INMlUUMBRC?TURE REHABILXTA_TON PR_OJEC

?aBLB 6 lEon't.)Rh=NT mD nQUIPNBN! *OR LmEA DEI?ICw!ON

Item No. Item Description Unit Qty.

DN so No. 80DI - CZ Stepped CouplingDN 150 - 175mn No. S0DN 150 - 125mm No. S013mm x 150mm Repair Bolt No. 100013om x 200mm Repair Bolt No. 1000DN 300 Gate Valves No. 5DU 200 Gate Valves No. 10DX 150 Gate Valves No. 50DN 100 Gate Valves No. 50DN 80 Gate Valves No. 30Air Valves No. 40Fir. HydrantDN 300 Ball Valves 1DX 150 Ball Valves 2DX 100 Ball Valves 5DN 80 Ball Valves 5Jointing Sets L.S _Gasket Material L._Gland Packing L.8Bitumen Paint etc* L. SMiscellaneous Fitting L.S .Repair Clamps L.S _Service Pipes L.S _

-70- Annex 3-1Page 12 of 12

SIgRRA LBONBFREETOWNNINFRASTRUCTURB_REHA_ILITATZON PROJBCT

TABS I7MATERIALS FOR METBR CONNBCTIONS

Item Item Description Unit Quantity

Meters No. 15700

Meter Spares No. S000

Elbows, Couplings etc. No. 10000

Standpipes No. 700

Ferrules No. 5000

Stop Taps No. 5000

Saddles No. 5000

Connection Pipe No. 50000

Meter Testing Rig No. 1

-71-Annex M2Page l of 6

OWE INFtASTIRUCTU BlLORO.AU

ma OF RNCE FOR A REVIEW SIUDY ON 9Ll

1. Almost 1.0 milo people are Iving in Freetown and its environs, rrsenting nealy21% of Sierra Leone's total populaon, with the majority concentrated in densely populateparts of the town. In these overcrowded areas, special attetion should be paid to safe solidand liquid waste disposal. If necessary preventive measures are not taken or carred out aolyrudimentarly, there is a very high risk of epidemics and constant health hazards. In thiscontext it shodd be mentioned that until the early eighties cholera was stll epidemic inFreetown but, owing to a continuously improved waste disposal system, is no longer present.However, in case of a diminished waste and nightsoil disposal service a new outbreak of theepidemic, especially in those quarters of the town where the poor are living, a futheroccurn Is possible.

2. Since 1980, the Federal Republic of Germany has supported the Department of Healthand Socia Services of Sierra Leone In estblishing a cost-efficient solid and liquid wastemanagmet system for Preetown and its environs using the most appropriate and effcienttechology. So far the -Preetown Waste Disposal Project- has been fianced through theKredtanstalt fur Wiederautbu (FW). While during the inDitil project phase activitiesmanly focussed on the delivery of techical equipmen and the execution of constructionworks, durig the second project phase, from 1987 to the present, technical advisory serviceswere concentrated on.

3. Ihe main reasns preventng the Department of Health and Socia Serices (DOESS),the istiution responsible for waste management, from exeutn Its tasks indepndently aon Its own responsibility despite several years of financial support and technical ssistamce,are as follows:

owing to the disaous economic conditions the govement iS at present notin a position to procue the foreign exchange necessary for the purchase ofequipment and spare parts. Furthermore, as a result of inflation andprioritized security commitments, there are also difficulties in procuring localfunds from the nional budget.

the Deparmet's direct revenues for waste disposal services from commercialand public institations are insigniflcant when compared with the qxpppdltnecessary to provide the service.

-72-Anngex 3-2Page 2 of 6

- the personnel available, although enthusiastic about their responsibilities, arenot sufficiently qualified to understand the complexities of and thereforeeffectively manage and control the waste management sector.

4. The present solid waste collection service is carried out under a cost plus fee contractwith a private company and the term of the conact is five years with the completion datebeing February 12, 1995. However, the remuneration of the private waste disposal companyis entirely based on funds from central government and all existing revenue services areoperated by and their respective funds used for, the DOHSS' Environmental Health Division.It is this division, which not only manages the revenue earning services, but also acts as thecontract monitoring arm of the DOHSS.

S. The study's objectives are to:

(a) identfy the most apprptiate tecdnical solution for the Greater Freetown solidand liquid waste management system and to deteinine and assess the relatedinvestment and operating costs as well as environmental aspects. The basicstructure of the whole waste management system is also to be stdied andevaluated. For the assessment of the existing or proposed project components(waste collection, transportation, landfilling, nightsoil-service, street sweeping,gutter cleaning, operation of public toilets, etc.) it is an essential prerequisitethat they be inegrated soundly into an overall waste management system.

b) determine the optimal operational, organiational and legislativeladmsiiavestcture that will meet the reqirements of this system at the least overallcoss to the public and the government.

SCOPE OF WOQR

6. The study is to be divided into four components:

(a) Review of existing siuation. This component will analyze the existing solidand liquid waste management system including land-fill operations.

(b) Definition and analysis of future options. This component will define andcompare the opions for providing solid waste and liquid waste (nightsoil)management serices in the Greater Freetown Area with a view todetermining the most appropriate operao, organizational, legislative andregulatory systm, both economically and socially; special consideration of thegeneral economic situation of Sierra Leone will be required. The elements ofcost recovery and private sector involvement will be objectively assessed.

(c) Policy and institutional framework. This component will define the policy,planning, org ional and regulatory requirements for the adequatemanagement of the preerred waste and nightsoil management option. It wilinclude (i) the definition of the role of the Department of Health which hasoveral responsibility for the regulation and operation of the system; and (d)

-73-Annex 3--2Page 3 of 6

the definition of the future roles of the Freetown City Council and the privatesector.

(d) Implementation requirements. This component will formulaterecommendations on the implementaton/lmptovementlconsolidation of thenew and/or existing project components and define the needs for furthertehicl assistance.

7. ITese four components are described in more detail as follows:

(a) Review of existing situation

This component will cover, but not necessarily be limited to, the following activities,Investigations and outputs:

(I) review of previous studies on waste and nightsoil disposal inFreetown and definition of the existing project components andservices.

(ii) collection of existing and projected soclo-economic and demograhic dataon human settlements, Industry, tourism and other development, incomedistribution, quantities and composition of solid waste and nightsoil,particularly for domestic refuse and industrialUcommercial waste ofdomestic composition, information concerning service coverage, etc.

siif) idetication of data gaps and filling them by limited surveys. (descriptionof the present situation and the expected development in the next ten yearsIs required.)

(lv) description of the deficiencies and shortcomings as a problem analysis,identication of the key problems and their consequences (for exampleground and surface water contamination, health risks, land use, emissionsand soil contamination) current capacity and service coverage in solid wasteand nightsoil disposal, critical assessment of existing disposal facilities andmethods. Identification of generally needed non-technical solutions, rankedby priorities and practicability.

(v) description of related sub-sectors (for example disposal of sewage sludge,faeces, hospital waste, bazardous and industrial waste).

(vi) review and assessment of present institutional framework for solid andliquid waste management in Greater Freetown and identification of possibleimpediments to the implementation of any proposed changes to thisframework. This shall include an analysis of manpower and training needs,functions, responsibilites and level of authority of the different entitiesparticipating in the provision of public disposal services as they actuallyexist.

-74-

Amnex 32Page 4 of 6

(vii) review and assessment of the existing legislation as it relates to waste andnightsoil management in Greater Freetown.

(b) Definition and analysis of future options.

This component will define and analyze the options for the organization of waste andnightsoil in Greater Freetown, including:

(i) Continuing -with the principle of private sector contracting whilsttransferring the less technical elements of the services to the City Councilimmediately, for example public toilets and street sweeping. Control of theprivate contractor to remain with the Departnent of Health.

(ii) As above, but, control of the contractor to remain with the Department ofHealth until February 1995 at which time it would pass to the CityCouncil.

Mii) Continuing with the present contract but transferring public toilets to theCity Council immediately. Control Of the contractor to remain with theDepartment of Health until February 1991. During the remaining twoyears of the contract preparing for the transfer of all services to the CityCouncil. Not putting the services out to tender.

(v) discontinuing the present contract arrangement, temporarily transferringoperational responsibilities to the Environmental Health Division and at thesame time exploring the future possibilities of both a single and multiprivate company involvement.

Full analysis and comparison of all options will be undertalai.

(c) Policy and Institutional framework

This component will define in detail the action required to implement the chosenopton, including:

(i) Definition of the legislation required to implement the selected option.These actions should include the areas of regulation, administration andfinancing.

(ii) Definition of the appropriate institutional framework for the implementadonof the selected option including a plan for the changes required within theexisting institutions (e.g. DCH, City Council) and the contractor or anynew entity required.

(Oii) Outline of the functions and responsibilities of the authorities and ciesign ofthe organizational requirements that will enable the entities to develop long-term planning and effective waste and nightsoil disposal strategies.

-75-MM 3ex-2Page 5 of 6

8. Under this component the study will provide a detailed progam for theimplementation of the chosen option. the study will be required to:

(a) Produce and implemen plan for the various measures connected with theImplementation of the accepted option.

(b) Identify costs and potential sources of financing.

(c) Propose specific programs to achieve economic performance and cost-effecveuse of all project components (e.g. fleet, landfills, workshop). This shallinclude the assessment of training needs for all categories of manxaement andstaff within the system.

(d) Make recommendations as regards the need for long and short-term technialsistance to assist GOSL to intioncce, Implement and consolidate te fiture

waste management system.

(e) Povide Terms of Reference, task descriptions and expertise proffles for the

technical assitace requirements defined under the foregoing paragaphs.

9. The following reports will be required in order to monitor project progress:

(a) An Inception Report, one month after commencement.

(b) An lteim Report, four months after commencement, detailing all studies,

giving the results and analysis of the review of the eisting situation,explaining fiuure options, and recommending the best opto for considerationby GOSL.

(c) A Draft Final Report, seven months after commencement, fully developing theselected option.

(d) A Final Report, eight months after commencement, incorporating allcomments recived from GOSL on the DFR.

(e) Summary Monthly Progress Reports, detaiing progress aint the Work-Plan, and hig tig acievements made and difficulties encountered.

CQQt=tG TMq

10. It Is envisged that the task covered by this TOR, can best be achieved by a nulti-disciplinay team, which should contain as a minimum the following skills:

- Project Managerloverall Solid Waste Management Expertise- Solid Waste Transportation Expertise

-76-Annsex .7Page 6 of 6

- )Disposa Site/Diposl Methods ExpertiseFinanal/Economlc Expertise

- Lega/lustitutlonal Expertise- Enviromnena Experte

11. Each member of the team should be filly/appropriately qualified for their allottedrole, should bave experience on the desig and operation of solid waste management systemsin less developed countries, prefrably In Sub-Sahara Africa, and should have excellentcommuniation s1ills, being fluent in the English language.

-7; -Anmex 3-3Page I of 5

EW N INFRRA URTE RWAR.:A;IIATONPRJC

TRA"IC MANAGEMEN-T SUDY- F'OR FEI

TAMS OF REFERENCE

bltroduction

1. The city's road network measures about 220 kilometers of which about 37 kilometers aremajor aterias. These terminate mainly in the centra business district (CBD). Apart from theconspicuous absence of a bypass, the network appears to be fairly developed to serve the presentand futre needs of the city. However due to inadequate maintenance over a prolonged period,deterioration has set in and the network suffers from acute distress in both the pavement andadjoining structures particularly drainage. The absence of a bypass compels east west traffic topass through the CBD. This situation and the rather rough nature of the pavement causesconsiderable delay in the movement of goods and services, damage to vehicles and equipment,high vehicle operating costs and loss of life and property due to accidents.

QObWes

2. The main objectives of the study are to:

(a) Prepare an inventory of the city's road network including street furniture, trafficlights, street lights, sidewalks, etc. and to undertake studies to estimate the currentand future traffic volumes for the network.

(b) Establish a computer-based traffic monitoring plan including a sustainableprocedure for updating forecasts and modifying traffic facilities to suit recordedtraffic levels, and accidents.

(c) By rigorous capacity analysis, define specific road network improvement andexpansion oth link and intersection) needed to increase the present level ofservice.

(d) Establish a framework for the network of arterial streets and recommend a five-year traffic management plan to reduce vehicle operating costs, decrease traveland congestion time, improve safety and efficiency of traffic.

(e) Identify a program of urgent traffic improvements measures and associated workson the basis of the established priorities.

(0) Undertake necessary designs and prepare cost estimates of the urgent trafficmeasures for funding under this project.

-78-Annex 3-3JPage 2 of S

(g) Establish the necessary policy action plan required for enforcement and educationso as to realize the full benefit of the recommended proposals.

(0) Train Sierra Leonean counterpart staff through active participation in the studyand through specific trainig sessions in relevant study areas.

(i) Identify the institutional requirements for effective traffic management, andestablish the funding levels required.

(j) Establish a parking policy and associated fee structure.

(k) Make recommendations for siting of major traffic generating facilities withparticular reference to markets.

Soon of Studv

3. The study shall cover the full area demarcated by the Greater Freetown boundary andalong major traffic corridors entering this area and will include the following Surveys:

(a) Traffic surveys and counts

(b) Inventory of transport system

(c) Inventory of land use and socio-economic data

4. The study shall incorporate activities earmarked for the CBD and other major roads in thepreliminary interventions initiated by SLRA. The consultant shall develop appropriate trafficmanagement proposals and also undertake an assessment of the implication of not making changesto the existing situation.

5. The consultant shall identify existing traffic, safety, parking, pedestrian circulation, goodsmovement and public transport level of service and accessibility problems. The consultant willreview the existing accident reporting system and make the necessary modifications. Inconsultations with the Sierra Leone Roads Authority (SLRA), the consultant shall develop suitablestandards for public transport level of service and accessibility to the city center.

6. Among other things, the consultant shall develop the following traffic management plans:

(a) road/intersection widening and geometric improvements, including channelizationand markings;

(b) one-way street plans;(c) impfoved pedestrian circulation systems, including exclusive pedestrian zones;(d) traffic control device improvements, including synchronization and coordination;(e) increased police control and enforcement measures;(f) on-street and off-street parking policy and fee structure;(g) provision of lay-bys, sidewalks, crosswalks and other facilities for pedestrian

movement;(h) public transport priorities, modification to routes, and schedules and promotion of

private operators;

-79-Annex 3-3Page 3 of 5

(i) designated bus routes;() CBD access restriction for certain classes of vehicles;(k) pavement rehabilitation, storm drainge improvements.

7. Ihe consultant shall develop an evaluation methodology to assess the proposed trafficmanagement measure. Ihe evaluation shall be based on:

(a) level of user benefit(b) cost of implementation(c) cost-effectiveness(d) flexibility to accommodate variations(e) ease of maitenace(f) institutional requirements

8. The consultant will determine a 5-year implementtion of traffic management measureswhich are practical to implement and are cost-effective.

9. The consultant shall identify immediate measures to be implemented in a one to two yeartme frame and prepare the necessary drawings in sufficient detl and esdmate to a level ofacuracy in the range of 10-15%. The consultant shall prepare, in sufficient detail, tenderdocments which shall be suitable for international or local competitive bidding and include allnecsary documents for the required works, in adequate detail and shall be consistent with WorldBank guidelines and laws of Sierra Leone.

fmfl Monul fn tron

10. A continuing traffic monitoring program is to be designed as part of the study. Thecoslta shall establish intervals for updating the records established by the study andreconmend inputs needed by the local staff for efficient monitoring. To be induded in the traffic

monitoring program, is the development and application of a systematic approach to injuryaccident reporting and analysis.

Tin

11. As part of the study, the consultant will be expected to establish systems that will permittransfer of knowledge to counterpart personnel to enable them to repeat a similar exercise infuture, from within their own resources.

12. hree fi-ltime counterpart personnel from SLRA and the Freetown City Council will beassigned to the Study Team. They should be given specific tasks to accomplish and willparticipate actively in the study.

13. The consultant shall perfonn two half day training sessions per month for the local staff

during the course of the study.

-80-AMte 3.3Page 4 of 5

Consultant fta(t

14. The consultant will provide the following key staff for the study.

(a) Project Mamger(b) Traffic Engineer(c) Transport Economist

IS. The skills of a land use planner may also be required, for a limJted period. One of thethree consultant's team members should preferably possess sufficient skills to perform thenecessary land use planning ts, otherwise such expertise shall be provided by a qualifiedplanner.

In addition, training and institional expertise is required which, ideally, should beprovided by one of the team-members or, alternatively, through short rventions by a trainingand an stitutional expert. Both the Project Manager and the Traffic Engineer will be required tobe resident in Freetown for most of the durtion of the study. The Transort Economist will notbe expected to be on site throughout the study.

16. InceMtion Re&orn. Idicating the design criteria, outline of preliminary assumptions,brief description of conditions at the start of the study, findings made, problems encountered orexpected to arise, a schedule of key activities. Report shall be kept as brief as possible and shallbe limited to highlighting key Issues and tasks and any significant modification to the original

17. interim Re No.1. To be submitted five (5) months after cmen ent In ten (10)copies and would cover the following:

inventory of the urban transport systemgeneral traffic analysis of the study areainventory of land useoutline of the S-year traffic management planpreselection of priority actions to be implemented immediately after thestudymaps, charts, diagrams and organized swdy data in the computer

_ assessmeof existing conditions and recommendedmeasures

18. 1 _dM R 1Et No.2. To be submitted 8 months afte commenceme in 10 copies andlisting major activities completed in preceding months, outlining activities for the ensuing period,overview of institutional arngements, evaluation of the training progam and reporting onimportant events and conclusions reached at this stage. It must also include zoning plans, layoutplans preliminary engineering draft specifications and bills of quantities for the emergencymeasures.

19. DnR Fin . To be submitted II months after commencement in 15 copiesgiving a summary of all work performed and preseting all findings, conclusions and

-81-

Page 5 of 5

recommendations in accordance with the objectives defined for the study. Printed copies ofanalyzed computer based data collected for the study shall accompany report with referenceswhere necasay. Report shall also include trWaining handbook, evaluation of the trining program,traffic monitoring program, fial engineering drawings and associated documents for theemargency measures.

20. jJjj Re. To be submitted one month after receipt of comments from the dient c:13 months aftr commencement of the study, incorporaing necesary modifications to the draftfinal report and coverng a aspect of the stdy.

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Page I of S

-REErOWN INRSlRUMTRl SIEQEMLIUA=EC

CITY ENGINS DEPAR14T OF FCC

1. Freetown City Council has statutory responsibility for general service delivery in the cityamong which are maintenmce of local roads, refuse collection and disposal, streedighting, trafficsignals, saniation and environmental health, public parks and gardens, market, fire protectionand educadonal facilities. The City Enginees Department provides a backbone for delivery ofthese services. However, due to council's inability to generate adequate revenue and poor serviceconditions, most qualified and experienced personnel have left the Depament. Under the Banksupported Road Rehabilitation and Maintenanc Project, a Chief Municipal Engineer is to beengaged to asist with the re-organztio of the Engineer's Deparment. The curret project willfther consolidat this effort through the recument of additional technical staff, and provision

of plant and equ.pmew for routine road manmace. Collectively, the efforts of these techicalassistance personnel will be geared towards a first phase program of establishing maitenancecapacity within the City Engineer's Department and In particular mainta the works to beconstructed under the project. Outline of a core maintenance unit and complementary plant andequipment have been proposed for the re-organization exercise.

O)bjective

2. ITe main objectives of the project are as follows:

(1) to put in place arrangements for maitmnce of facilities to be provided under theproject.

(ii) to establish the basis for maintenuane capacity within the City Engineer'sDeparment as part of a long term program to improve the service deliverycapability of the Council.

(i) to implement a traing progam aimed at establishing systems and procedures forroad maintenance.

(iv) to provide the unit with basic road mantenan plant and equipment.

Structure of Core Unit

3. Ihe overall structure of the CE's Department will be determined during an organizationand man ement study proposed for F.C.C. Ihe core unit will cater initially for routine and

-83-

Page 2 of 5

peiodic maiece of roads and public bufldings. Tho unit will eventually be expanded overthe yeas to cater for the full rate of engineerg senrice delivery requirements of the Council.

4. As indicated in the organization chart at the end of this Annex, emphasis wil be on roadmaintenmce. However, to prevent the attention of the road maintenance units being diverted toother activties unconnected with roads, a building mantenace unit will be put in place. Amechanical unit will also be available to provide limited servces in plant and equipmentmantence.

1I0ne had Mantme

S. A routine road mantenance program will be put in place by the Municipal Engineer foreah of the three divisions to be located in the Eastern, Central and Western parts of the City.The Council wfll be expected to acquire sites in the respective areas for accommodating the units.Activities to be undertaken include:

- Pothole paching- Curb repairs- Seconal road repais- Siewalk repair- Roadine marking-Roadslgn Installation and rpairs- Road name installation- Drain clening and repairs- Culvert cleaning and repaits- Trench reinstaement

6. To perform these ftions effectively, the following pieces of vehicle and equipmenthave bee proposed. However, the Municipal Engineer may wish to modify these items to suithis program.

E4q2iaped ondf Qmntl

Small Bitumen Boiter/Sprayers 3Pedestrian Roller 3Plate Compactors 3Tractor Mounted Road Sweeper 3Air Compressors with attachment 3Pickup trucks 6Dumper 3Concret Mixer 3Handtools and working gear

Speificatins of these sall be established with the assistance of SLRA.

d RoadMannance

7. As part of the RRMP, the Slerra Leone Roads Authority will train contractors for periodicmaintenan of roads. It will therefore be prudent at this stage to establish a periodic

-84-

Page 3 of S

maintennce section, that s equipped with qualified ngineers and technlcians capable ofpreparing simple line diagrams. drgs and tender documents and to utilize the localcompetitive bidding procedures for award of periodic maint ce contracts. Supervision of suchcontracts will be performed by the unit. Consideable training wiUl be required in this area andthe Municipal Engineer will devote time to this in an ongoing basis. The project has madeprovision for traiing about four Engineers and Technicians at the Eastern and Southern AfricanManagement Iostitute in Amsha - Tanzania.

Building Maintemee

8. In a City Council environment, the absence of a unit for mantenance of buildings andother stuctures always lead to the disruption of road mantenan progam, on account ofdiversion of plant, equipment and peone for actvities unconnected with roads. To avoid suchsituation, a building maienance unit would be established with the necessary staff compliment.Detais of this will depend on the nature of complaints from Councilors and is left for theMunicipal Engineer to study these needs and put in place an appropriate structure andarrangements.

ftdmdWt Mdateiamnee and Stores

9. A centralized road equipment mannance and stores fcility is to be established topovide limited sefvices. Since ficilities for undertaking major repairs exist in the SLRA and theMOH's solid wast management workshop, this division shod as much as posible concentrateonly on routine jobs such as:

- changing oil/filter- replacement of bulbs- ninor mechanical repairs- onitoring equipment and vehicles to ensure regular servicing- training operators on proper usage- vulcanizing works- battery chaing and monitoring

10. Agreement should be reached with the above metioned workshops to undertake majorworks on harge basis. In consultation wih SLRA, job descrtion for a mechanicalsuperintendent and a qualified storekeeper will be prepared to enable the City Council engagesuitable candidates.

EF_

11. SLRA will apportion part of road fimd proceeds for funding of [100%1 periodicmaintenane depending on agreed annual mainenance operations and [50%1 of routinemamnam materials requirements. Tle council will provide funds for the foliowing:

- staff salaries- fuel d maimta cost for plant and eqipme- IS0%) toutine maienance materials- cost of providing offices/depots- office mainenance

-85-

Page 4 of S

- miscellaneous expense

lhe IDA credit will provide funds for the following:

- municipal engineer- foreign cost of vehicle, plant and equipment- spare parts- amount for year I routine maintenance materials requirements- office fiumiture and equipment

GOSL will provide:

- finding to cover duties and taxes.

-86- Annex 3-4-PageS of 5

SIERRA LEONEFREETOWN INFRASTRUCTURE REHABIUTA1ION PROJECT

Fretown City Counell e Maintenanco UnitOrganktlon Chatt

MaU

I CP I

l7 lFf ~~~~~~I .It En. __

- -.

ev_w sua"o Ino

*h Poa, * W_p*MScMns * f_ * Mren * s A

*AW" .~~*Aft

Mal_w Waho*W-m

Ku? Unit Genital Unit Wu? Unit upedtuvwI } g I *~~~~~~~fe.

Egu afidU IUn 11M un

-87-Amze 3-SPage 1 of 4

FF"EED INRAMU-M RIHA1L1*ATION PROJE

DRAFT TRMUM OF CEfgE F-0 N2CF- ENG-ER

RdMm

1. The Freetown Infastructure RIeWlitaUon ProJet (FR), prepared at the request of theGovearment of Siera Leone, with the assistanc of the ternatiotal Development Aociation(IDA), has the folowing main objectives:

(a) To address the major and most urgent infastructural deficiencies of the City by aprogram of repair, rehabilitation and upgrading of slum areas, markets and theurban road and water supply systems. Tackling first the highest priority and mosturgent deficiencies, to improve the living environment and socioeconomicoditions of the urban poor, which wil not preclude options for re-development

in futur to be defined by a medium to long-term planning process.

(b) To provid technical assistace, trainig and eential materials and eqipme inkey departments f Setoral Agencies, to begin the proes of bstinadevelopment of these agencies and to prepare them primarily for the task ofoperating and maintaining the improved facilities to be provided under Part (a) ofthis stry.

(c) To put in place a strategic pla'ing framework to deemine the medium andlonger-term growth charactistics of the City, to enable the preparation ofsensitive and appropriately dinensioned development programs for ftr years.

2. The achievement of the above objectives will be realized by th-, implementation of anintegted muti-setr utban development project which will includr. the construction of newfacflities and the rehabilitation of older ones; adviory services and institutonal developmentwithin sectoral agencies to improve their future perfomance, particularly in the areas of operationand maintemance and; studies to identify future urban development needs, both within and outsideFreetown. These three basic componens are closely linked, and must be carefilly coordinaed toproduce the optimum result for the anticipated expenditure.

3. Tbis project therefore represents a diverse set of inter-dependent initiatives which willrequie the development of a higher order of management skill than presently exist withn thepublic sector organiations responsible for implementig the Project

4. Secdon L.(b) of this docmnt ouines one of the most Importa aspects of an integrtedurba deveopment project, of which FIRP is an example, tat Is the need to build longterm,sustable apacity for the opeaton and manteac (O&M) of the physical faciities to beprovided by the project. Freetown City Council has the mandate to deliver this O&M service,but because of past difficulties, has been unable to operato at an adequate level. Due to this

-88-Annex 3-5Page 2 of 4

defawlt O&M has passed to a number of other agencies; Minstry of Health has takenresponsibility for Road Malntean d Cleansing. GOSL now wishes to redress his situatonand to prepare FCC to undera a more sificnt sbae of the burden of O&M of facilitieswithin City Imis. t is toward the achevem of tis broad policy objective which theproposed FCC Maintenance Unit will be dircted.

Objecltves

5. The main objecve of these TOR is to define expert advisory servies to FCC, to assistthem to establish their Mantenance Unit to plan for and establish their Maintenance Unit to plafor and establish an O&M capacity within the City Engineer's Department, which wiUl bespecifically targeted (initally) at peforming the folowing type of Routine Maintenance:

(a) Street cleansing, road and footpath sweeping and removal and disposa ofsweepings.

(b) Drain cleaning, gully emptying and cleaning, clearing of chamnels pipes audculverts.

(c) Verge timming and maintenoce of roadside trees and shrubs.

(d) Cleaning of street frniu, direction signs and traffic signals.

(e) Cleansing and mantence of public toilets.

sonD d mr

6. The present status of maintenance capacity in FCC is that it is very limited. Therefrethe Municipal Engineer to be hired under these Terms of Reference will be required to bufld suchcapacity from almost nothing. Therefore the scope of work to be covered by the MunicipalEngineer will be comprehensive, and will include, but not necessarily be limited to:

(a) Prepare a detaied Work Progrm for the duration of the Technical Assistance.

O) Prepr an inventory of facilities to be mantained.

(c) Prepare a schedule of staff nd operatives required to carry out routinemaintenance.

(d) Prepare job desctptions for maintenance staff.

(e) Prepare schedules of tools and equipment required to perform routine mainenancetasks.

(f) Recruit staff.

(g) Procre mateials and equdpmeat

(h) Prepare mannance task schedules and work progrm.

-89-Anngg 3-5Page 3 of 4

(I) Popose, agree and implmt a maitenancO monitoring system.

j) Trhin staff, In partica the countepat Municipal Engineer, who will take overthe Maintenance Unit on comledon of the Tcnical Aistmce.

(k) Prepare detaied proposals, induding Work Prgram, shedules of required staffand materials and equipment, for the future taking over of the periodicmaintenance fimction.

ComdtnSklls Requird

7. The cand_ate for the post of Municlpal Engineer should de a high level ofexpedence in the management of routine nard periodic maintenane within a local governmentorganization in a deoping country. Specically he sould have the folowing qualfications:

(a) A B.Sc. Degree in Municipal Engiing andlor Public Health Engineering.

(1) A minimum of 15 years of post qualification working experience of which themajority shoudd be in the management of municipal maintenance operations.

(c) Considerable overseas experience, on Technical Assistance assignments in TbirdWorld cuntrie, prferably including experience of working In sub-SaharanAfrica.

(d) Should have experience in the formulation and operation of staff trainingprogms.

(e) Should be familiar with guidelines for the procurem of goods and services asspecified for World Bank and other donor funded projecs.

(f) Should be computer literae.

(g) Should be fluent in the English l ge and able to communicate ideas easily.

8. The Municipal Egineer wi be based widin Fretown City Council, however, he wiUlreport directly to the Project Manager, and the Director General of SLRA. He will be requiredto liaise closely with the Chief Municipal Engineer, provided under RRMP.

9. In order to monitor the proge of the establishment of the Maintenance Unit thefollowing repor will be required:

(a) Work Program/lmception Report, one month aer com encent of the TechnicalAssisace.

-90-Anne 3-5Page 4 of 4

Ob) Staffing and Equipment Plan, two moaft comme en of the TechnicalAssiStance.

(c) Regular monthly progre reors, coveg the establishment of the Unit, andma_itenac work completed.

(d) A proposal for the extension of the Unit's responsIbilies into periodicmaintenance, nine months after the commencement of the assignmenL

(e) A Final Report at the completion of the assignment, detailing achievements,failures and recommas for future tecnical support.

-91- Annex 3-6Page 1 of 5

a * a oebu

Pzojeat CsPOausats a Mty. a Bait a 1..C trIn .C aotal Cost

a a * * a

t.~~~~~~~~~ $ *

a. 81URM VtD=dinc

2 Lend AaaaLsition 0 4.30a Ba a 0.043* . 0.0432. liss ROMESUM 4 4.30 a as 0.141 a 0.043 s o.1843. ,aTox Looev Resd I I

Urooktfilde 2.63 * ha * 0.373 a 0.473 a 0.S46cc"PD Market a 3.83 a Ia t 0.305 a 0.490 8 0.875Ginger Hall a 2.97 a km a 0.394 a 0.501 a 0.095zvoo 3ay/KXoo TOMn a 1.83 a la t 0.242 a 0.307 a 0.549

Sus"an ay I 0.6" a kw a 4.087 a 0.111 a 0.198Maballa 0.41 a la a 0.0-0 s 0.074 a 0.132

4. aa g a a a aErooktl lds I a t tGozr. Uro. a 0.63 s ha a 0.008 a 0.010 a 0.01Sub DraLse a 0.97 a km t 0.012 a 0.016 8 0.028Misc. Vast. water cont. a a L.9 * 0.030 a 0.041 s 0.071Ginger Rall aI aStroam Channel a 0.4S s km a 0.005 * 0.008: 0.013Sub Drains a 0.27 a ka a O.0C3 * 0.005 I 0.000Misc. "te water Cant. I - s L.8 a 0.025 a 0.018 a 0.043

Congo Markt a t t a tgaXg Brook a 0.36 a km a 0.004 a 0.004 * 0.010Draie Strtures - L.8 t 0.030 * 0.027 t 0.0S7Msc. at Water Cmt. a - L.8 0.036 a 0.Oso a 0.086Kroo say/Z l Tam a a a *alUgator MR a 0.47 a hI a 0.007 a 0.006 a 0.013Vat strea a 0.20 a ka a 0.004 a 0.002 a 0.006

Dtaigo Chanls a t L.S t 0.042 a 0.072 t 0.114Susaa say aI a a IDrainage Chamlaas 4 . a 0.017 a 0.012 s 0.029

Drainage St tures L.8 a 0.011 a 0.018 a 0.029

misc. Wate Natr Cout. a s L.8 t 0.031 * 0.018 a 0.049

S. Iata Sumlt 9 I 4 S I1a Stadptpa a 46.00a S a 0.042 a 0.055 a 0.097

Raair Exist. standpipas t 33.00 a M a 0.015 a 0.020 a 0.03S

4. Im4tam a S a a aPubli Toilets 11.00 a U a 0.091 s 0.066 a 0.157

ablution aclitis 6.00 S Rh a 0.100a 0.072 a 0.1727. Olgid Was" a a a a I

Mftine Container a 50.00 a h a 0.000 a 0.000 a 0.000ito Proparation, a 0.52 a Ba a 0.151 a 0.109 a 0.260

SupervQisios t a a 0.265 * a 0.265a a a a a 0.000

sub-total Sli Upradng a a 2.652 a 2.430 a 5.282

1/ Errors due to rounding

-92- Annex 3-<Page 2 of 5

* a a e aU la

Projet te I Qty I * nit a L.C O T.C a Wotal Coat

B. kt Va a a a oll*en a a * 0.009* a 0.009

Floor a a a 0.120 a 0.035s 0.164

Wls 0.026. 0.035 s 0.061

coal" * 0.041 a 0.006 a 0.047soot 0aa .1$4* 0.029 a 0.167Docrs a" is o 0.044 0.017 a 0.063

ut Van a a a a 0.0 0.0S

paved Aras 0.091 0:.034 a 0.125UuutMob Mt" Draings a a .12 t 0.0*.133a 0.1 *55

Fout sata g raa a a 0.020, 0.009. 0.037ee Wl a a a 0.020 a 0.023 0.043

Zama a a 0.329 s 0.330* 0.659

WmLid a a a 0.199a 0.140* 0.339

VonXedatn a a * 0.003 a 0.001 a 0.004Tollate a a a 0.00? I 0006I 0.015

u.taoellaneous a a a 0.303 a 0.105 a 0.400

-- avYisian a . * 0.116 a 0.116

Sub-total MIktt Ugrading a a a 1.627 0.443* 2.470

c. asolld was t ' a 'a'colleoon Vehil a 2.00 a Io. a 0.000a 0.196 0.1980gatelns a 50.00 8 so. a 0.000 a 0.125 a 0.125Vehicle. and Eq4ipmnt a 2.00 a go. a 0.000 t 0.050 a 0.050

Sub-total Sld Want gMt. a a a 0.000 0.3J73 0.3?3

BUR-ToMa. wRoo uMOuasDIN a a a 4.279 s 3.644 a 8.125

IX. p PAS a MAI * t a t

A. Nalor *nd minor Arteriaa914 Railway "na a 3.00 a km s 0.546 a 0.720 a 1.266%Am razman Ro 0.a9d km a 0.167 a 0.214* 0.381Cauphell atret 0.61 a bk a 0.153 a 0.194 a 0.347Xisly Rod a 1.50 km a 0.283 * 0.360 * 0.643Vroo oTMPAi a 0.65 * km a 0.123 s 0.156 a 0.279egaw Stret a 0.28 a km a 0.053 s 0.067 a 0.120

ub-TeOal a a * 1.345 a 1.711* 3.056

S. Distr ad d a aasailey Stret a 0.24 a km 0.044 a 0.056 a 0.102Blilat Stret a 0.25 s km a 0.047 a 0.060 * 0.10?Sath Street 0.73 a km a 0.172 a 0.219 a 0.391

adeenyah Street a 0.50 a km a 0.116 8 0.150 a 0.246Willoghby Lane a 0.95 . km a 0.209 S 0.266 # 0.47SBE4 Stre.t a 1.00 a kh 0.236 * 0.300 O.S36Jbnyan street 0.12 a km a 0.028 a 0.036 s 0.064Dillt Street a 0.16 8 km a 0.030 a 0.03S a 0.068MaoDonald Street a 0.56 k bm 0.106 a 0.134 t 0.240Forgusmn Street a 0.54 a km a 0.101 a 0.130 a 0.231Pike Street a 0.21 a km a 0.040 a 0.050 a 0.090mth. Street 0.25 S km a 0.055 a 0.070 S 0.125

Potts SAMOA Street a 0.41 a km a 0.077 S 0.098 a 0.175U"er Boton Stret a 0.45 a km a 0.099 S 0.126 s 0.225Uor Savae Street a 0.3? a 1k 0.01 a 0.104 * 0.165

Loy Le 0.06 a km a 0.013 a 0.017 0.030Say Street a 0.26 a km a 0.053 a 0.67 a 0.120Patto Street S 0.35 s km a 0.066 a 0.064 a 0.150Ibntague Street a 0.16 S km * 0.040 a 0.050 s 0.090Winy Yoke Stre a 0.16 * kcm a 0.040 a 0.050 * 0.090Lightfoot Boston Street a 0.34 a km a 0.075 s 0.095 S 0.170Chapel Steet a 0.17 S km a 0.037 a 0.048 S 0.085

uheur street a 0.09 a km a 0.020 a 0.025 a 0.045Nala ow"satreet a 0.30 a km a 0.066 a 0.064 S 0.150Off ean Stret a 0.19 a km a 0.042 a 0.053 a 0.09SSupeiso a a 0.383 a 0.363

Sub-total istrit Iot a a 2.277 2.413 a 4.690

S I-OL ROD a a 3.622* 4.124a 7.746

-93- Annex 3-6Page 3 of 5

umwinzmm~~~mt n 9$Kui

project Cuam* n. s Oty a Weat I &.C P.C f otul cost

a

III.~~~~ , . ese a Z

A. Lehlaetion a , a * S1. Leak eatoa Ua t , 3

3094146 touat w 1.00 I W. s 0.004. 0.009 * 0.031V.P.S. * 1.00 * e. I 0.002 0.003 : 0.005

t loggers 0 * 0.024 0.037 : 0.041le units a : 0.012.| 0.019: 0.031

nw motor 2.00 : Io a 0.004 : 0.006 Oleabl tor 2 .00 Io. . 0.0058 0.00S 0.013

Ouraos amw t * 2.00 . a 0.004 . 0.006* 0.0101 o Loakacio Corltion * 0.0* o. 0.037 0.061

Uiaoellanouls : a * 0.019. 0.030* 0.049

sub-total 0 : * 0.061: 0.125: 0.206

2. :lng_ 11 8 tw t5 _ dls. * 1.00 go. : 0.004: 0.0018 0.oe5200 dis. t 11.C0 go. * 0.003 s 0.007 0..A9150 di. 35:.00: * :. , 0.007: 0.016: 0.025100 dia. * 30.00 so. a 0.OOS 0 .012 * 0.01771 dia. * 20.0 We. s 0.002 : 0.005 * 0.00?5o0 = dia. * 30.00 go. t 0.002 s 0.006 a 0.008Spares for ment Vai Vub. 3.00: l. : 0.002 * 0.0052. 0.004Spares tfor uett £ Chlrism : 3.00 s no. : 0.002 : 0.006 : 0.008

Sub-total * * * 0.027 0.059 0.056;. _ _ h _ * ~ ~ ~ ~ ~ * * * 33. Leakaus em~its Naterials

D2 50 Seel Coupln : 1S.00: I n. * 0.002 : 0.003 s 0.0013 450 Steel Co9up * 6.00 * so. s 0.001 . 0.001 a 0.0023 400 St_l CouplX : 4.00 * lb. s 0.001 I 0.001 I 0.0023 300 = Coupling * 4.00 * go. * 0.000: 0.000 I 0.001El 200 DI Couplig * 4.00 lb. s 0.000 * 0.000. 0.000

is S0I Coupling D 20.00 t No. s 0.001 : 0.001 t 0.0023 100 D1 Cowplin 40.00 s lb. t 0.001 t 0.002 . 0.002

60 o coupling 40.00 s go. t 0.001 s 0.001 s 0.0020 150 1VW Coupling * 30.00 * go. I 0.001 * 0.002 s 0.003mV l1o MC Coupling s 160.00: It. a 0.004t 0.006 * 0.0103 60 IWVC Couplng 100.00 no. a 0.002 s 0.003 * 0.005

Dl 100 ms Couling : 300.00 W e. I 0.007 0.012 : 0.019s anOOBcopling 8 240.00 W no. S 0.004 * 0.00 s 0.011110 ox-AC Steppd coup. . 30.00. a g. I 0.001 s 0.002s 0.003

W 100 DX-AC Stppd coup. I 50.00 s No. * 0.002 s 0.003 * 0.005Dl 60 OX-AC stee coup. : 60.00: Weo. * 0.002 a 0.003 s 0.00503 1S0 1-C stepped Coup. t 10.00 W lb. I 0.006 t 0.011 : 0.01733 150 DW-CZ Sted Cowp. I 50.00 t go. * 0.002 * 0.004 : 0.00513m 1 I lS pair Welt * 1000.00: We. s 0.003: 0.005: 0.00013 - x 200 m Meir Welt I 1000.00 I go. * 0.004 : 0.007 : 0.011EN 300 Got. Valves I 5.00 I no. s 0.002 s 0.004t 0.00?Dl 200 Gate V.1w.. * 10.008 We. : 0.003 s 0.005: 0.005D 150 Gae Valves : 50.00s go. I 0.007: 0.013 s 0.01935 100 aGu Valves I 50.00: We. : 0.005 * 0.009: 0.013

s 60 ot.,V alve s 30.00 a no. * 0.002 : 0.004 v 0.007Air Valves . 40.00 * no. * 0.004 : 0.006 * 0.0120 00 * W 100 ri. ydrants * * a 0.005 S 0.009 : 0.0143W 300 Del Valve * 1.00 W b. : 0.001 : 0.001 t 0.002n 150 mal Valve s 2.00 W eo. I 0.001 s 0.002 : 0.002

0a 100 1al Valve * 5.00: * 0.001 : 0.001: 0.00201an DaII Valve 5.00: W So. : 0.001 S 0.001S 0.002ON 400-80 jointi Sgets 0.003 0.005 S 0.008Gasket metoiel S 0.000 S 0.001 I 0.001

ladleaking S 0.002 : 0.004 a 0.006Mtasn Paint eta. . S 0.002 S 0.004 t 0.006

xicaela Fittinp S * a 0.005 I 0.009 : 0.014RpAr Clamp * * 0.006 : 0.010* 0.016servix pipes S : * 0.003a 0.005 S 0.006

Sub-total * * * 0.094 0.170 : 0.264Z a * * 0

SWB-AL LA V tICS a , * 0.202: 0 .353:s 0.555

-94- Annex 3-6Page 4 of 5

9 . ta . , Coats Lra D58 Mile

roeet _an et. a Oty. a tWait a L.C a 1.C * Moe eoa

Vin Coab Pikup. a 6.00 a No. a 0.0a2* 0.150 a 0.232

1l Stu a 1.00: no. a 0.016 a 0.029 a 0.045

Platbtd 1.00. go. , 0.049 t 0.090 a 0.139water Tanker 1.00 a No. s 0.043 a 0.075 * 0.121

Spew a a a 0.00 a 0.014 * 0.022Compressow G acc.esorie. a 3.00 t no. t 0.041 : 0.075 a 0.116

Sludgo rasps a 3.00 M Ko. a 0.002 s 0.003 s 0.005

Mobile tM.l elbding Generator * 1.00 * NO. * 0.003 s 0.006 a 0.009

ro.vater/lader I 1.00 t Mo. a 0.034 t 0.062 a 0.0964sminlag & aeint. equipt. a t I 0.000 a a 0.000

Ppe Catte 4 Ohmering a 1.00 I no. t 0.009 a 0.017 a 0.026

ip. Pullo a 3.00 a go. a 0.001 a 0.002 a 0.002

SlbodoUte * 1.00 a go. a 0.002 a 0.004 a 0.006steel TapS t 2.00 a No. a 0.000: 0.000 a 0.000

Undszprwsur. Sapp a 3.00: go. a 0.005 s 0.009s 0.013

Tlle tok a 1.00 a go. a 0.001 t 0.001t 0.002swxe-legged btrtxo a 1.00 a go. a 0.000 a '.000 a 0.000

po1md as" ril 2.00s go. a 0.000 * 0.001 a 0.001

Tp. and DI" * 2.00: Mo. a 0.000 s 0.001 s 0.001

Tguo wrench a 1.00 a go. I 0.000 a 0.000: 0.000

Mbohanial./auto Tools a 1.00 a me. I 0.001 a 0.002 a 0.002Lbock takle a 1.00 s o. a 0.000 * 0.000 : 0.000

Sub-totw V la and t4 at a * a 0.297 0.543a 0.-40

C. c a Moia. a a n30 Watts Pepeater Sta. a 1.00: go. a 0.012 a 0.011 a 0.02345 Watts aae M. a 3.00 s go. a 0.006 a 0.005 a 0.01145 Watts Mobl. stag. a 2.00 t Mo. a 0.002 a 0.002 t 0.004

Portable Stas. a 13.00 s Mo. a 0.019 a 0.018 a 0.038

Sola Seioup s 1.00 a no. a 0.005 a 0.005 a 0.010

Provisioaal am. apete $t. a 1.00 a Mo. a 0.017 a 0.014 t 0.032

Sub-totatl Coeloatioi a a a 0.061: 0.057 a 0.113

D. & Sulv nsk s iOm di&. a 7500.00 a U t 0.007 a 0.015 t 0.022

SOun di&. a 9000.00 a M a 0.039 t 0.090 a 0.129

loomm di. a 4500.00 a Mt a 0.025 a 0.058 t 0.083Aoesorie a a a 0.020 a 0.045 a 0.065CostrU otlt a a a 0.406 a 0.120 a 0.524

Sub-total s s 0.497 a 0.328 a 0.82S

U. ffstarf= and ceatis S a ote"s a 15.70 M go. a 0.170 * 0.377 a 0.556

Mter Sp"e a 5000.00 a Mo. S 0.031 : 0.065 a 0.096

rMaria for ter.Sais. coe. a 10000.00 a no. a 0.029 a 0.060 S 0.089standplp. Material S 700.00 a Mo. S 0.033 a 0.070 a 0.103

Ferrule tor N Coaneotie.s a 500.00a lMb. a 0.024 s 0.050 a 0.074

Stop Taps for Mw COUNI_tiLMS S 5000.00 a Mo. a 0.055 a 0.115 a 0.170

Saddl" for M Coneatious 500.00 a Mo. S 0.036 a 0.075 a 0.111

comoeotion Pipes fr NwM os. S 50000.00 a Mo. a 0.046 a 0.100 a 0.146

moter Tsting 3t. 1.00 M so. a 0.011 S 0.023 a 0.034conatruotion Cost a Mo. S 1.796: 0.405 a 2.201

sub-otal a a a 2.241 a 1.340 a 3.561

F. Of£i t a a a s s

ftarig Brdsa 2.00 a Mo. a 0.001 I 0.001 S 0.002

Plan Cabinet a 1.00 a Mo. S 0.001 a 0.001 a 0.002

Ptinting G. a - - a 0.002 a 0.003 s 0.005

iwst Trir a -a - a 0.001 S 0.001 S 0.001

Dyalin Paper a - a - a 0.000 S 0.000 S 0.001

Tracin P11am. Pea. eta. a - - I 0.000: 0.001 a 0.001

Photo Copier a 1.00 a go. a 0.004 a 0.004 a 0.006

Tax Mohin * 1.00 a go. a 0.001 a 0.002 a 0.003Sub-tet.al a a a 0.011 a 0.01

Sub-total 0.011 0.012 t 0.023

-95- Annex 3-6Page 5 of 5

* * * * costs AVenProjoot Coqnpouwt a t.a T..C I . otlcs

tSOj~ ~~~~ a a a.$ bt ;- .

twb.~~~~ * *, t, J nm

G.Teh. lt. 6 training a a , , a1Dm a 12.00 * 0.039 a 0.132 ; 0.171

gu itandet a 2.00* * 0.035 0.120. 0.155

project enepr I 2.00 a * 0.009a 0.030 t 0.039

VdataI. 3.00 a O.Il5'a 0.0501u 0.065p 9e * 6.00 a a 0.006 a 0.021 a 0.027

frauing -' 0.006: * .Ol9a- 0.025Running cost for vehicles I M I a 0.004 a 0.012 a 0.016Accommodation a M I t 0.018* 0.060 * 0.078

Sub-total och. Aunt. I a 0.130 a 0.444 a 0.574

4. 0 A -a - a 0.087 0.100 0.187

su in a a a 0.266 a 0.266

:W-:um. wan SL a 3.791 a 3.177 a 6.968

!;f. D a a a a

A. CC.Sumort a * a a5ainte_ Wao1ltes - - a 0.440; 0.409 ; 0.849city council PLPuDmUt a a a 0.126 a 0.200 a 0.326

rin a a a 0.020 : 0.050 a 0.070-Lnno4.l a gin t 0.540 t 0.540

Othe 0.5408 0.540

Sub-total F.C.C. Support 0.586 a 1.739 a 2.325

D. SIM svx * t * 3. £M..m a a a a

Pojet Coodnator a a a 0.540 a 0.540Offics paoil4ti Suli a a a 0.024 a 0.050 a 0.074

vehicles a rs a a 0.070 a 0.120 t 0.190

Sub-total SIRR Support * a a 0.094 a 0.710 t 0.804

SW-1OTAL 1W!. SUPP S 0.680 a 2.449 a 3.129

C. , a a a a stnS.lf.M. Stu 15.00t Jo a a 0.225 0.225

eetoum M. Plan. a 67.00 a 864 a a 1.000 a 1.000

traffic Mgt. Stu4y a 40.00 t M5 a a 0.600 a 0.400

ICC 06 sttudy a 13.00t a MI a a 0.200 a 0.200

Vuturo Project Pi". t 53.00 i an a 0.800 a 0.600

Sub-total lech. Assist. a 0.000 a 2.825 a 2.825

Ml Refund a a a 1.500 s 1.500

Total am Cost a a a 12.676: 17.661 $ 28.839

vaysical cstiag a a .270 a 1.630 a 2.900

Poe COatingeo a a a 1.250t 1.510 a 2.760

TOML PCWS COST a a a 15.200 a 20.800 a 36.000

-96- Annex 4-1

SiERRA LEONEfR iEOWN INFRASTRUCTURE REHALIUTAIO PROJECT

Siem= Lero. Roads Auhaflt . Orniganaon Chrt

~suo OGU" P9*0-M

[ S,A.t 1

I .~

I-IM6 -- OmI

I~~~~~A ,. _ I

- d.p,~~~~~~ a . g~5c

-97-An= -Page I of 3

F,$0WN EMBSINUMMlR REHABILTION RIC

DRF IM QFCI am= MR PRtOJECT NANA=E

BdWM

1. The Freetwn nhstructure Rebilitation Pioject (FIRP), rrepared at tbh request of theGovenment of Sierra Lene, wt the asisUce of the Internation Development Asoct(IDA), bas the following nain objectives:

(a) To address the mjor and most urgent infastructurul deficiencies of the City by aprogram of repair, rehabilitadon and upgrading of slum areas, markets and theurban road and water supply systems, tackling first the highest priority and mosturgen deficiencies, to improve the living environment and socio-onomicconditions of the urban poor which will not preclude options for re-developmentin future to be defined by a medium to long-term planning process;

(1) To provide technical assistance, training and essential materials and equipment inkey departments of Sectoral Agencies, to begin the process of institutionaldevelopment of these agencies and to prepare them primarily for the task ofoperating and maintaining the improved facilities to be provided under Part (a) ofthis strategy; and

(c) To put in place a strategic planning framework to determine the medium andlonger-term growth charactaristics of the City to enable the preparation ofsensitive and appropriately dimensioned development programs for fture years.

2. The achievement of the above objectives will be realized by the implmentatimon of anitegad multi-sectora urban development project which will include; the construction of newfacflities and the rehabilitadon of older ones; advisory services and institutional developmentwithin sectoral agencies to improve their fite performamce, particularly in the areas of operationand maintenance and; studies to identify future urban development needs, both within and outsideFreetown. These three basic components are closely linked, and must be carefully coordinated toproduce the optimum result for the anticipated expenditure.

3. This project therefore represents a diverse set of inter-dependent initiatives which willrequire the development of a higher order of management skills than presently exist within thepublic sector organizations responsible for implementing the Project.

4. As part of the project, a Project Management and Coordination Unit (PMCUIFI) wiUlbe esblished to be responsible for project implementation. This Unit will be managed by aProject Manager reportig direcdy to the Director General of the Sierra Leone Roads Authority(SLRA). A Steering Committee, which will be chaired by the Mistry of Finance, and includeamong Its membership DOPDEP, DOIA, DOHSS, DOLEP, DOLHE, SLRA and GVWC. Tbis

-98-Ann 42Page 2 of 3

Committee will provide the oveall gudnc to the project. 'Me Unit will nlude Staffresponsible for techical ae, pouremen and projeca accountig.

S. It is therefore neesary to recuit externd services which will have three basic objectves:

(a) To head the PMCUI/FIRP and manage (on behalf of the DirectorGeneral, SLRA) all aspects of the implementation of FIRP.

(b) To report to DG, SLRA and to the fuining agencies on all aspect of projectimplementaion progess.

(c) To train assigned counterpart staff, line officers of SLRA and other lineimplementing agencies, in the managemen techniques required to successMyimplement multi-disciplinary ura development projects.

Scoot of ReS

6. The Project Maiager's Scope of Work will comprise all those duties associated with theefficient management of an internationally financed urban development project and wfll include,but not necessily be limited to:

(a) Manage and oversee the procurement of all goods and services required by theproject.

(b) The preparation of a detaied project implementation schedule, to cover all projectcomponents.

(c) Up-dating of the implementation schedule and its periodic adjustment

(d) Creation and maintenance of a management Information system, including regularreporting to the implementing agency and the funding agency on implementationprogress.

(e) Creation and maintenance of a financial information system to record and monitorthe financial progress of the project.

(f) Technical monitoring and evaluation of all physical and non-physical projectcomponents.

(g) Quality control of all project outputs.

(O) Preparation of a training needs assessment and training plan for in-house andex al training in project management.

0 ~ gRunning the thing program.

-99-Annex 4-2Page 3 of 3

0) Assist inteatonl agencies and GOSL, with the identification and preparation offuture urban devopment projects.

(k) epare mateial as the basi for a project comledon report (PCR) for FIRP.

0I) Provide support and asistan to vitig monitorg msios s from GovermenThe fnding agency.

(in) Act as Seretary advisr to the Project Steering Committee.

(n) Draft Tms of Rderence for down stream advisory and supevisory services.

(o) Others as required.

7. lhe candidate for the post of Project Mager should demonstrate a high level ofeience In the formulation, desig and management of multi-sectoral, Integrated urban

development projects, specifically he should have the following qualifications:

(a) A B.Sc. Degree in Municipal Engineering and/or urban planning.

sb) A minimum of 15 years of post quaification working experience ofwhich the majority should be in the management of urban sectorproject.

(c) Considerable overe expeience, on Technical Assistance assignments In thirdWorld counries preferably including exeience of working in sub4sharanAfrica.

(d) Should have experience in the formulation and operation of staff trainingprograms.

(e) Should be familiar with guidelines for the procurement of goods and services asspecified for World Bank and other donor funded projects.

(t) Should be computer literate.

(g) Should be fluent in the English language and able to communicate ideas easily.

8. The Project Manager will be based in SLRA, but will be required to liaise frequently withoer imple agencies and their advisors, including, Freetown City Council, Guma ValleyWater opy and the Department of Health and Social Seices. f

-100-

Page 1 of 4

MmOJC MANAGEUM AM {:OORIXIAI2N IJNIT (MCLVFII

FEmons

1. nhe fimctlons of the Project Management Unit (PMCU/P), as shown In theorganization chart on page 4 of this Annex, are to manage and monitor all aspects of theimplemention of the Freetown Inastructure Rehabilitation Project IRP) other than the watersupply component to be managed by the Guma Valley Water Company (GVWC), and tocoordinate with GVWC in the implementation of the water supply component. Prticularfunctions wil Include:

(a) Identfication and prreime of goods and services required for projectimplementation, including vehicles, equipment, consultancy services, constuctioncrctos ec.

(b) Monitoring implementation performance, le. monitoring the physical work ofconsultants and contractors in creating projec benefits, incuding the creadon andmaintenance of project implementation records, charts etc.

(c) Monioring financial progress, updating projec costs 0 ,a disbusement recordsand prparing disbursement applicaions.

(d) itaining finmcial ecords for financial planning, contol and adt purposes.

(e) Convene regular meetings of the Steering Committee (SC) and record theirdelberaons.

(t) Ensure and monitor compliance with Project Covenant.

- _g) Preparation of periodic progress reports, financial and technical to SC, theDirector General (MG) of SLRA, and to IDA.

Oh) Be responsible on behalf of DG, SLRA for Public Relations, i.e. thedisseminion of relevant Project Indmation to the media and the gener pblic.

2. In addion to the particular fncto mentioned above, the PMCU/FIRP soud lo beequipWed to provide other more general functions in compliance with good mmetprinciples:

(a) Establishment and maice of adequate document regity securt and filingsystems for both narrative docments and engineering drawings.

-101-

Page 2 of 4

(b) Establish a core libraty of technical inormation petnent to the Project, for theassistance of SLRA, other Govement and consultants and contactors.

(c) Establishment of an eficient communications system, including fax, telephone,(telex) and photocopier.

(d) Establish compueize mangement and financial Iforaton systm.

3. in addition to the Project Manager (covered under seprteo terms of reference) who will

be overall responsible for all of the funtIons of the PMCUIFP, three locally hired professional

staff will be required to efficiently manage particular aspects of FIRP, Including and Assistant

Project Manager, a Project Accountant and an Engineer/Procurement Specialist.

4. The main duties of the Project Accountant will include:

(8) Monitor the financial performance of the PMCU/FJRP against agreed budgets,make regular cash-flow and budgetary projections.

1(b) Monitor actual project eeniture profies agant agreed targets and give tdmelyadvice to the Prject Manager for correctve action.

(c) Mainta accurate financial recoWds for bohi the PMCU/FIRP an all projectcomponens.

(d) Check and fbrward for approval by the Project Mmnager, claims for payment from

consultants, con s and upliers.

(e) Prepare disbursemet appUcatIons to be frwaded via SLRA to IDA.

(1) Monitor and update disburent records.

A suitable candidate for thbis post would be a qualified accountant, preferably with previous

eperience of the accounting requirements of intemrtional fimding agencies.

5. The main duties of the Engineer/Prcuement Specialst (who would receive prior, basic

instruction in procurement procedures from a member of the World Bank staft) will include:

(a) From the Staff Appraisal Report (SAR) and related Credit/Project Agreements,dearly identify and prepare lists of all goods and servic to be procured under

FMP.

(b) From SAR and reltd CraedlProject Agreements, idenfy procu_rmentmethodologies to be adopted.

(c) From the detailed Master Implementation Cbhrt (to be prepared by the ProjectManager) prepare an itemized action plan for ptocuement.

-102-

Page 3 of 4

(d) Prepare procurement notices for local and internation publication.

(e) Where appropriate, review capability statem of companis offering goods andservices and prepare shortlists of bidders.

(f) Prepare bidding documents.

(g) Invite bids from bidders.

(s) Evaluate bids received and prepare recommendation on award.

(i) Moniw delivery of goods and services, clearance tirough customs, andperfornmance.

60) Maintain a register of services providers for future procurement activities.

A suitable candidate for this post would have a technical backgound, preferably in civilengineeng or construction management, and hold a recognized Univetsity degree, and wouldhave suitable experience in project procurement.

6. SMM Staff. In addition, the following s3pport staff will be required to support thework of the professionals:

O a Project secretary/receptionist responsible for generia secretaria duties, includingfiling, typing, registry and communications.

O A driver/messenger.

Other suWort staff would be drawn from the general staff of SLRA.

7. Ibe PMCU/FIRP will be provided a minimum of two adJacent, reasonably dimesonedoffices win the SLtA conmlex at Klssy. The Unit will also rqWire two four-wheel drie typevehic!Q. it the outset of its establishment. Early pome action should be inidated on:

(a) the purchase of the two vehicles,(b) the purchase of basic office furniture, including secure storage for both plans and

files,(c) the provision of a telephone line with a fax facility,(d) the hire or purchase of a medium to high capacity photocopy machine,(e) purchase of 3 desktop computers with a local area network system Sor information

exchange,(f) purchase of a Laptop computer.

-103- Annex 4-3Page 4of 4

SIERRA LEONWEFREETOWN INFRASTRUCTURE REHABILITATION PROJECT

plrojet Mana and Coordinaon Unit (PCUIFIRP)

ST cRINCOMrrrEEI

DIRECTOR GENERAL#SL

ASSTANTPROJECr MANAGER

m O S ENGINEER IINO GVWC EN*EER

-104- Annex 4-4

SIERRA LEONEFREETOWN INFRASTRUCTURE REHABILITATION PROJECT

Gums Valley Water Company - Orguiluatlon Chart

I MInisty.fLmbe,

rzwr

I banMf

L o I~~~~~~~~Suo

eromw Aa~~~~~~~~onwerf Ok

TmawwbftlWdin MpwgcrIamomwof5

-105- Annex 4-5

SIERRA LEONEFREETOWN INFRASTRUCTURE REHAILUTATION PROJECT

Fretown City Council - Oranizatlon Chart

MonuiIt o

TorA

__-

anvd osw _ _ _ _ _ _

I~~~~n dloW

C UMtW and TourisumMun pal Trad

_~~~~~~~ ::lyr Tebl88sn an .

Ew= Piondd

PIZCOMsuF 3W.UIUTA!I&O6 SCUSULSusn

Blip Subsidiary LOam Agresmmlt

Pz.seat uamob worm"bo UAnar.A1Md ftam Review IU

MOM=mr, am cUstabli shpeola AcconatsAggoint Projsct snagstr IMetablib gmW/FiM IAmi.nt Runiopel Baginar Appokint hadters

COW DQ Rsaedu"iin NO.g..Mm~ To Rewelus Assets XI Establish FMC Ranteunmbo Emitguscfrtsy Regatta

Reisst w Water Isnitffsx '?irne &= Land oisitiOn

Invit, bids te LO tfA t6Subsit Sgvaiatin "pgart

ftnem ComettrLuotoMsintmsno Porid

Prepa re iBe momunte

Prepare tede DoamatsPtrocr voteotles uateristn

*pipes a"d Fitting*ValwO and sydrante

Plaunts and Uqpt.

* aguesioario Up

lag. Su.for iPrauzmnt

Award UCs CoantrateIGaminm Aetering Saiting

Gamaoce Laif Maine I -iIX1H I

0I1

1993 1994 1995 1996 1997

comm. tp1LekDtotn

comm Se 3Dt.ta

webk. A*flt. LtLe e.tCompI..Ratxpo

CoUto V aendo Documents . . .lraziu Netiosx

fteqeelity C tDo :tl_I

.inte side for Ies (lO ?)subt Swaluati_oport _AV.td castac

lxepez. Vnal AmunAt

coeplet. edt omtlavit. Tide 11t 111 (1 111) 0

Submt tweluetion Deport

"a m4 om f8tupen fo FM 9 1t11trt

an~~~~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~v .tmxiwt

~mmo Cometruotiomqupa

meom m bm UF*U £mm"at S mpi mat rowCOB

m Anowls Sguim.t.

Vreetoas Stroual- PlanRI Rviw S "tu ft

ong. and flmanil Sutud of mmC

$ IAe

signgf.oativeu.ew Completion

alum Upgrading 1.61market Upgading 2.81All ReOad 13 _lCZ I Lot)Water SuppySupply te 0.79 (.LC3 3 OtS0)Leak Deteactio Survey A Repar _01l0 _ (NO)COsnOtLOS a Metering 2.63 (1.8 9 160215contracts

SW xqolpmoot :~~~~~~~~~~~~~~~~~~~~~~~~~~0~45 (iLot Otker)leak Set. Spt. 01 .1Lot IS)

Roadtr 0.57 te 1_ 01 1 )ipes Coupl ain Plumbing _ _RIot I1I)

Valves Rydrauts A Sail Valvea 0.07 (Rtiot LIS3)VeOhisS 0.54 (zoo" 1.5a. aplant & Uguiumut 01.33 (1S*t ZS) 0Ocaom n iotiv:s 0.07 .l..t .S)Office Sqimuoot 0.01 tiSat is)Read aice. dquipee_t 0.69 (Zen .I I1)FM0 3quiwnt 0.39v.pA ves + spare 0.23 Eli-Ot IS)

,A& oftf. ,quiai t 0.00 (Other)P ad Stee. materials 0 I I I I ! .03FMc mote. Depot 01

MunicipalL ftugier 06wMuicipal Fi. Zapt. 0OASfrtect ManagerC 0.65Studies 3.36 (Tte AM$15Pro5ect Supervision 0.91 (Otber 3 WM15VA gor 0150 0.69 (Other 1 LOOT)Mm3 Supervisor 0.32FCCM NoSalaries 045

4SYNC GM5 Import Tax SDuties for Pt. & sg. 1.4Land Acquisitoio 0.05Install ComnAication Mqpt. 0.01Refund III 1.5

2MMA 10.3__ __ __ ___ __ 12___ __ __ __7.09 3.18 36ISA rinaneed comanpn t 1.7 7___ _ S__ __ _ __ __ __ __ .7 2.3 26 _ _ _ _ _ _

-109-Annex A48

mm ER&IEUC REff"IMlA"MQl O

Disbursement Afric ProflleBank Semester Cumulative % (Urban)FY Semester (US$ Million) %

1994 I 1.7 1.7 6.5 0.0II 2.8 4.S 17.3 6.0

1995 I 3.0 7.5 28.8 10.0U 3.5 11.0 42.3 14.0

1996 I 4.0 15.0 57.6 22.0la 3.6 18.6 71.5 30.0

1997 I 2.7 21.3 81.9 38.0XI 2.0 23.3 89.6 50.0

1998 I 1.7 25.0 96.1 58.0II 1.0 26.0 100.0 66.0

-1 10-,Amue 4-9Page l of 3

ERV^S IO PLAN AM KE FRCENRA INDCAIOR

Apprxi, at Activity Expeted Sidi Stf inputDabe ________ Reqiaat (aff-Weeks)

07/93 Supervision Mission Task Mager 7Municipal EngineerPrcurement SpeciistFinncial Analyst

10/93 Project Launch Workshop Task Manager 10Municipal EngineerFinancial AnalystEconomistProcurement Specialist

02/94 Supervision Mission Task Manager 7Municpal EngineerFiancia AnaystUrban PlannerSociologist

06/94 Supervision Mission Task Manager 6Municipal EngineerFinancial AnalystUrban Planner

10/94 Annual Review Task Manager 6Municipal EngineerEoonomistFinancial AnalystUrban Planner

02/95 Supervision Mission Task Manager 6Municipal EngineerFinancial AnalystSociologist

-111-

Page 2 of 3

Appwoiate Actvity Expected SkilU Staff InputDate Req irements (Staff-Wes)

0695 Supervision Mission Task Manager 6Municipal EngineerFinancial AnalystUra Planer

10/95 Annual Review Task Manager 10Municipal EngineerFinancial AnaystUrban PlannerSociologistEeonomist

02/96 Supervision Mission Task Manager 6Municipal EngierFinancial Analyst

06/96 Supervision Mission Task Manager 6Municipal EngineerFinancial AnalystEconomist

10/96 Ammal Review Task Manager 6Municipal EngineFinancial AnalystUrban Planne

02/97 Supervision Mission Task Manager 6Municipal EngineerFinancial AnalystSociologist

07197 Supervision Mission Task Manager 6Municpal EngineerFinancial AnalystEconomnist

12/97 Supevision Mission Task Manager 8(PCR) Municipal Engineer

Financial AnalystSociologist

SERRA LEONEFREETOWN INFRASRUCTURE REHABILITATION PROJECT

PROWECT MONITORING INDICATORS

Target.

ye Ta Yew yew Y P*ncece 2"it Inicdam Unit yet 2 3 4 S

1.0 w_ Ud w^

(a)hap.o Wof wek _a.hkeduN PtY vahu hI. 19 20 21 22 23 24 20

(b) Impro mvfraw.eaum3 hcumg h g1 vahisb etaaIl 326 426 526 26726 978 97cmmditam k MacId IAoaMay

(a) _InsW 3ada -oa mour l unia - . .idepum _ am. cululd 3Idjq 30 30 S 80 110 140 14

(d) la w efficec unA Durnowad tee wt_ 5 50 45 40 35 5 35 3S54cvy da qdf NV*

Muuur U~Ub. 1.N. 12.00W 14.000 15.000 1500l 15.000 15.00

I ame t p No. 500 550 600 50 IN 100 700

Exwed aqp§m a. dkmidIoafedysow KM. 0 7 14 19 7 3 21 21

(e) Roudwoe Deemas vIlkd epeng cam US ed 0 7 9 It 14 16 18

I_p .ms=Aytw S 40 0 s 35 to 10 so

2.0 E_" * Su;l. of

(4) cV.i semi" s a FCC MsAhmns Km. 0 10 10 iO t0 t0 '51nyudI~ 'me) he dr cash

GbWOMgPe.t.rndoff No. 0 2 4 4 4 2 to ,

(b) low_ umeeoldl Accmw*Ruodvsb Das 153 1 46 S00 d0 40 60 60 (GVW.V)

ldme OnmO mg, f 2 d s 7 4 W

ans" i hepduah(S) 01

(a) Dett Savicoe IO.S) D-as, imm 3.5 1.5 1. 1.5 Is IS 1. 1

(4 Uus_be sa__a. pfUs Meu ha hpw m 0 20 100 200 0 414 434a hfetoe p_4io

-113-Annas &M1Page 1 of 3

MMN MIAMM9UEMN RW1&RIM1X&= PROJEC

EMONMATAL IMPACT A_TiM AN EUVATI?I ELN

1. In the past few years, there has been a marked decline In the quaity of Infastructure andservices in the Freetown area. Six settlements which have been most affected and have beenlisted 'or emergency upgrading to improve their environmental quality are Brookflields, GingerHall, Congo Market, Kroo Bay/Kroo Town, Susan's Bay and Mabella Bay. Six markets at KrooTown Road, Bombay Street, Garrison Street, Guard Street, Smythi Street and KennedySt/assy Street bave also been included in the rehabilitation package. It is proposed under theproject to construct/rehabilie access roads and drains, increase water supply coverage, Improvegeneral sanitai and solid waste management itl the project area.

2. The Environmental Impact Asesment (EIA) has been caried out to assess theenvironmental impact of the project with proposak fxr mitigating the negative impa.ts that it mayhave. It concludes that the loW-term envron l mpact of the proposed project is highlypositive. However, short term environmental impacts, particularly during the constructionriocess, are negative and should be reduced/mitigjted as far as possible by the environmental.:atigation program outlined in tabular form at the end of this annex.

3. Access roads in the project area are generally of poor standard. Rehabilitation andresurfacing of these roads should reduce dust pollution in the settlements and also facilitateaclessibility to enable services to penetrate these areas. The construction and rehabilitation ofdrains in the areas should lead to better management of suIage and storm water flow. On narrowroad segmen, covering the drains for use as pedestrin walkways should minimize pedestrianvehicular-conflict.

4. During the construction phase, scraped road surfaces should be intermittently doused withwater to minimize dust nuisance. Noise levels during the rehabilitation phase may increasesignificantly due to the use of heavy road construction equipment. Construction should,therfe, be minimized in the late evenings so as not to cause annoyance to residents. Areaswhere aggregate will be obtained for the construction of the roads should be rehabilitated at theend of the project by revegetatng scared landscapes and where possible covering borrow pits.

S. In the settlements of Kroo Bay, Susan's Bay and Mabella, the upgrading measures beingproposed should make life more tolerable for the residenot in the short term. Vector controlmeasures such as eradicadon of mosquitoes shoud awso be initiated. In the long term, however,consideration should be givein to relocation of the settlements. This will be studied under thestrucure plan for Greater Freetown to be financed under the project. Increased water supply andsanitation eoverage should have a positive effect on health standards in the settements.

6. Erosion is a major problem in some of the settlements. Mitigative measures shouldinclude re-vegetation to reduce storm water flow which in the long term should prolong the life ofengineering stuctures and embakment stngtening and course-training of major water coursein the settlemenats.

-114-An= L:1Page 2 of 3

7. A common feature of all the markets is the poor state of access roads, uncovered drainswith stagt pools of s9uige, pedestrian vehicutla conflict in the immedite envirns anddilapidated structues and stals. Rehabita of the roads should reduce dust potllion in themarket areas. Covrintg of the drains In the immediate environs of the markets for use aspedestrian walmws should miiize pedestrian-vehicular conflicts in the market areas andreduce tly contact with efflue in the drains. Pavemen of the market precincts should offerbetter opporuites for cleaing of the markew and facilitate movement around the markets. Theprovision of toilet and ablution facilities and increased water supply and sanitaton coverageshould Improve hygiene considerably In the markets. Toilets located too close to tbe narketsshould be relocated to appropriate distances from the markets.

8. Hygiene at the abattoir at Guard Street should be improved. Effluent generated at theabattoir should not be discharged into the bay, without prior treatment. Such effluent should becollected in holding tanks and removed inermittey to more suitable sites.

9. There will be temporary disruption of selling in the markets during the rehabilitationphase. Where possible, temporary areas should be assigned to the vendors to ninimize economichardships during the constuction phase. Conotucon should be phased to disturb trading as litdeas possible.

10. Suhstantial efforts and progress were made by FCC and the various Governmentdepartments concerned in prepating and fiaHzing the relocation plans for the residents to beaffected in the Bombay Street Market (1 dwelling with 16 persons) and Kroo Bay slum area (4dwellns with 65 persons). The authorities had held discussions with the people to be relocated,identified the state land for resetdement in Kroo Bay area, assessed the costs involved for therelocation and proposed to include funding provisions in the Government/FCC budgets tocomplete the relocations by October 1993.

11. Beautification of the project area through planting of treeshshbns should create a morecongenial emironment for rasidents of the setlements.

12. Ihere is the need for a general environment education in the setdements and markets inthe project area to create awareness in enviromnental hazards as regards health and sanitation.For instance, the need to cover food on sale in the markets may be realized by vendors throughsuch educational programs.

-1 15-

Page 3 of 3

UMAQW92M AO EA - GL =

EM ~ ~~EMA AC=y FiTON R NWzATIV

1. Dut on se ped read aces. Dou rmittmaty with wate.

2. Pedetin-vehIulr conflict oan nar Covr dmains for use asl ys bytoad segments and aoud make tA

3. Poor sanitation and bygiene in the prodect ncreas water supply and sanitation coverge.ares.

4. Dispion of madrkt activities dung AUocate oraxy areas to vendor/phaserehabilitation. construction to disupt tading as lte as

possile.

S. Icreased noi level during rbito Minii construction with hev equipmnt iphs lt evengs

6. Et dedton in aetlets i e hodwt teWm tem y upgrdig ofand Bays. infr cte and vectors (mosquito) cotol

measure. In the long term rlocion ofsottlments.

7. Upgn sanitation in markets. Pave market prencts to facilitate cleaing.

S. Congestio in exsting markets Coucw more makets to absob streetvendors.

9. Disrti of utility sercs (dol r, SLRA shud hold consultations with utilities towater, post and telcom. demarcate aa where soervis a located to

minmize dis_ption during constucion phaso

10. Toilets cited inapoprIaey too Close to Relocatemarket

11. Relocation of afficted dwellings. Compate finiallylresettle those affected.

12. Aes where aggretes will be won for Rehabilitaion including gssing/planting ofconstucting trees.

13. Lows of tre/sub cover in setdtlem Replant pia pecies to beautify

14. Landfill sites Short term - fecLong term - relocate

15. Pollution of eaviroAnnt aound landfil Monitor qality of suface waters which aresites. potentially susceible to lachat poldtution."

16. Su_sinable eanimental development WIormal environmntal education using e.g.press, radio, etc. Community participation.

-116- Annex 5-1

3I3C01 130 lil L13f_am unmu Vo Cmm

- an cm amK

(m303 @00)1

(AT 30813h 33201)

1932 1984 19l7 s988 1989 1990 1991 19

RUNWEUS gm0 VA3 3529 4274 40344 74474 77034 13S15 245113 6843740131 331SU 342 574 1448 4914 35) 20070 23714 45914101x3?. Asn108 3891 4350 4138) 7959) 85417 151W3 290327 730308UI1UN 301MU" 340 450 3440 2650 5439 8440 33907 903013 PANFS? S 3591 4400 39)93 7694) 79978 143148 259920 440007

= upassiu musXt s 5ne 985 7424 9219 12242 14394 27449 50843WMAN35D 1 AIVAS380 5a0 715 7146 815S 13591 24794 427 1331f9£0141513so 1X33ZS3 395 492 2242 3150 4807 13634 35087 5437S01asc3 rsow 305 561 12200 12375 12914 17832 19041 214STOT"1 OPRA3S13 SOMMONS1 1798 27S3 29228 3309 45576 72708 144542 260711

03Z3223 23001 1793 1447 1015 43344 34402 70440 115378 392541311RS. 5 1065 14914 55471 35104 123094 101413 120335gm! I300n3/19S 1206 582 -4749 -11427 -702 -56254 13940 25892151085os 10n5 29809 -116042 -205525 -915985 -303144 -19S177gm1 1301/10 eV1Di3. R30 1U8D 1204 S82 25040 -127649 -204227 -968639 -289184 3044"31ms 10 1XD. FMs3 215 349 5414 99)7 1S795 -41289 137 0

PROT1/1088 "03 mm * 7T3M 991 2$3 19446 -137404 -222022 -1029923 -f27809 43304Pfl0?XIIWSS c15MZXD 103w35 1723 -3840 -208719 -346325 -548347 -159627S -20^Sl. 3 -193129

gatlosb

Operetlas .oet/R.v aufO(8 o.s5 0.63 0.74 0.43 0.57 0.S1 OS. 0.41Rtuxa on A*avwgvet Fixed assets La Operaticm (3) 1S 13 4 17 13 24 44 142

(A! 0033131 PRIM5)ugvrUU wNM tUSZR 10379 7432 3073 11146 7133 5743 5701 14713OTHER 33VI83 1046S 1029 294 734 its 874 410 988Tom*L voSYu s 11444 3461 047 11"79 7927 4420 4319 15704UNCOLSeosLXCRA 2 004 483 394 522 369 729 1942mmS REGrsomm 10542 7357 7379 11484 7405 42S1 5590 13744

O@12131 3313833 1735 1759 1485 1376 1135 716 SS5 1093RmuAS *JD M UMlMU*303 1494 1277 1473 1247 12s5 103 Us*0 2881aDiLNUI5X0PA 1313 1142 379 443 470 Q)0 98 7ss 1149DZYRCCSASSO8 S9t 1002 2440 1847 1194 779 409 444TMAL OPEPAISB 3XPDNS55 5283 4914 5844 4940 4220 3175 310s 5408

ONFOXIS10 13CC" 5274 2941 203) 6544 3135 3074 2481 31561t3R1581 1724 1902 293) 3279 3250 5375 2131 2583an5 SSCC0ZzLOSS 3547 1039 -950 -1735 -65 -229 300 5548vXe1310 Z08S 0 0 5942 -17320 -190Q -39999 -4519 -4212NM X11o003/05s 5Y Dz9. R3D FM1 3547 1039 5012 -19055 -19095 -42299 -6219 1)561S30' - R0 330. no 432 42S 112S 148) 1463 -2474 2963 0Mrom /weSS OR 233 rsI Tax 2915 416 3889 -20533 -20553 -44975 -9202 1)54

33Oi1705 CaPtSz3 OXSROD 5032 -4357 -41744 -51490 -5242s -49794 -43574 -42218

-117- Annex 5-2

a wf _m mIx uMME@ -(LamS 000)

(AT 3OUIA M3103)

1962 1964 167 1986 196ot 1990 1991 199

3NM 11238 ASSIS 1179* 1370 35904) 2S1344 266831 273803 260454 267835

33-=-310394 2960 3300 6043 100 6276 9268 20046 19101ssVs*M9 149 1SS 155 15s 1S5 16s 155 1s5

SnCUL Ron" IxWJUI'NU 460 460 480 480 480 430 480 4A0

1441 16703 267761 260001 277842 26370s 281155 267564

cuauam Assmswiv rouxs 372 433 3220 5607 66569 76227 65426 114396

DA303S PM0 3A! 1451 23271 18929 44179 63126 83465 188741 3s24s4

0OS 3380S 671 734 4014 423S 4617 SS43 a

cas A! mu ND 3 U 1980 431S 111s 42933 ss58l 67560 103479 2ss4134474 7ss3 36061 94954 190143 253014 377846 759293

FalUwa DN 3 3 03 T3R 1S03 3920 78721 141346 2S1640 372246 S67096 94486

SM e11 a2 2971 2923 -4060 -44414 -61717 -119234 -189240 64045

19392 20636 227101 215567 214125 143471 61907 352371

sun 0* 2 s4 549 5469 5449 469 S469 S469 5469

S3v36 5746 1600 64292 -43277 -166425 -11S5344 -144248 -1381257

CAPL 11237 7269 9661 -5760e -1609S6 -1149595 -1436779 -1375768

Lo36 SOR 0*lm 6S1 13367 157240 2)339 397081 1313066 1S306"6 1726159

0*292 A3 LIA8&93 19392 20636 227101 215587 2 a 2S 163471 91907 3S2371

Ratio*

oguest ltios6) 3 * 0 1 1 1 1 1

Loog toe 3cinvabl (daje) 124 176 165 203 269 201 234 160

Debt as a of DOetWititytS) 42 *S 69 127 164 60 1665 490

(Al COEWNS 331I39)

NW V Xtt ASxSM 34662 22600 51813 37502 2499 1191) 5601 S760

WYOK-13-IRCARZS 1170 589) 1613 1209 776 405 432 411

239 SSS 497 277 31 23 14 7 3 3

6P3C.JA1. 19V3 INvES2InM 1412 S57 96 72 44 31 10 1048297 29627 535S2 26606 25726 12345 6046 6164

zuvnoahasf 1094 773 441 627 6166 3329 1041 2460

D3S8R3 FM3 VAMPR 4268 4234 3766 6594 5645 2653 4059 7731

0359 D3B3OR8 1974 1311 603 632 426 242 0 4138

CAN3 A! MM3K AND XV NW8 5624 770S 2383 6408 514s 3624 2225 613813160 14022 7412 14471 17606 11049 8126 14329

v nz onE w3I9 an3*ZER 4421 7000 15744 31100 23320 162SS 12196 14935

NS 08R333f "85ax 6716 702 -6122 -6429 -571 -5207 -4070 1394$70)5 34650 4S420 32177 20012 7138 1974 7576

933 0*A211*1 14066 9766 1094 616 506 233 116 116

2a561V39 18965 3214 12676 -9444 -17262 -50439 -31059 -29704

CAJ11*2 33050 12961 13972 -6426 -16755 -50201 -30941 -29507

1036 im I Ar 23985 23)70 21446 40*05 36767 5$739 32918 37145

83)29*2. AND 113a11Z.LS 57625 34650 45420 j2177 20012 713 1976 758

-118- Annex 5-3

m -m Sa

(1.31 *000k

lot 24 - 11U is. so Is in:isoum ~ ~ ~ ~ ~ ~ ~ s or

paoOO on 0:320942. Or @30=W. AG48T1 -4 -3 -1131LOSS 03 M202* a a0 -39505 114042 304741 915931 303144 9ISS6

15K 033n MM 0PWAUSS 1107 1141 7444 747 13450 -35954 33001 204044U MM w VIe eM - S *Se n1 *S3seX^ §5

3322029. US2D012 03 433c 126 85534 0

at an o04303!0 1301 1*41 7444 747 1341S -3S954 -13233 340484

,acoau n uss* 0 v uing r z AwSSS s 1131To 3mitm 13

GU1S CDS T52-L3 S5e1 43

0P SCM OfnD24.12 e -50 3*1 4*3

50232. or3 I1II 1814 1495 7444 747 13450 -3493 -1*52 2042e

Tom Qor 1933 a71 914 1845 4494 30755 3264 10301 24643

903 73* $s19 -3749 -1730S -17117 -70014 254094

233ASSu(ONCUSZ) Me Wf2MP C35M*2

852 -93 -44 1382 2404 40*ss 9433 9401 24764033523 2449 4s 13434 *5473 19334 31444 9934 170743028503 -404 -1090 -14044 -42444 -110(2 -130340 -194348 -127392

CM AT 31 1230 1049 6S13 31019 13077 31749 1s59 141937

923 739 559 -3749 -17301 -S7517 -70014 *54056

Debt .avl"(tin") 1S 0 0 0 0 0 o e

sQ0eS or0 0 3547 1039 1010 -1s901 -19091 -42*29 -a219 135397 1003 2440 1847 11*$ 779 409 44

35T2 33_3 333314 3u5n2 -12 -4 0 0 0 -49 0 0rc21og 0 0 -5941 17330 19145 39999 519 41*1

pa0wn 03 035904*2 or 513932. ASm.s*442 on ugmSh 44*2 2037 1469 III 124S -2170 710 4032

20*2 033&93 1M0 013*0A03 0 0 0 0 0 0 1039 0371 0 0 0 a 0 0 0

2.333 Moff S31203 23 371 0 0 0 0 0 1339 01a22992 4043 2037 1449 its 1245 -1570 -1130 6032

33! c* 433m50

S uuoinIORSOIS 1s 4 0 0 0 op 0 o34 0 0 0 0 0 0 0

Pasua 7 FM 3 . of Asem 0 0 0 a o e a arA.OaslMin20 a 0 0 0 a 0 aAve040*1 1032 112 0 0 0 0 0 a433-2.023a 0 273 0a 0 0 0 0-Xw o eu o o o3s52.3s25u3 mOg am 5445 s0a? 144 111 1245 -11s -2130 4033

CIi0Z013 er 133S 3574 1704 369 471 2844 991 S74 $400 0 0 0 0 0 0 0

11403A30?or 1Us$= 0 0 0 0 0 0 0 039023f 223313333f

C* 1 1UIID1513 2374 1704 369 471 2843 991 2215 5"a

Tom. to"1 10 0991 1320 1120 -S40 -1402 -25S1 -1506 1464

-119-

AM4

M VALE WATEEAA

IOR OF WATER T11(pe 1000 gllons)

I Tariffas at Tadffas at Tanffas at Tadffa at Taiff au atl_______________ 30 Apr. 1989 1 lan. 1990 1 Jul. 1990 1 SepL 1991 1 Ju 1992I

1. L.a 120.00 L 160.00 IL 500.00 L 1,s50.00 La 2,500.00

2 S-ppins Le 365.00 Le 480.00 US$lC.00 US$20.00 US$20.00

3. Educatonal iumideu Le 12.00 Le 16.00 L. 50.00 Le 150.00 Le 300.00aurchw and Mosqus .

J 30 Apr 1989 lNov 1990 l Nov 1991 | _|_I Nov 1992

i_____ __ ALe 1.6011 Le 2.80 Le 5.oo Ls _00

LI of nual Ratbl Value

-n -4 u_a

_ VALL mmR COUW

loom uo

1992 199S 1994 199s 1996 1998 1999 2000

MM P3.DUc!sw(mg) 5110000000 51100000 51O1000 4599000000 4820950.00 S070191500 5323917)7S 5590113244 5869618S06351 low080 54 54 40 40 3S Ss 3S 35 35DBLUD/8911m 10w!0 tug) 2350600000 2350600000 2810500000 2759400000 3138817500 329575875 3460546294 1633573606 3815252289MUM !mflfl(11O1OZ0) 291.15 410.63 444.00 41S.00 7SO.00 900.00 1050 1125 1200Ms/10ooo o.sa 0.S 0.77 0.96 1.10 1.24 1.36 1.16 1.36env5m ma n3 684374 1033405 1)04072 1697031 2354113 296"183 3633574 4087770 4576303@1 in 35to4man 45934 51610 65204 64052 117706 148309 181679 204389 226915Tom s63w6 730308 1080075 1)69276 1761833 2471319 3114492 391S252 4292159 4807216_COMMIAMW 90301 155011 156489 149703 188329 2)7295 290666 327022 366264m UsWUS4 640007 9)004 1212787 1612179 2263490 2377197 SS24566 19651) 4440OS4

ora!sm 1Q353 50846 162997 210446 25593M 311661 261327 46762) 5749SO 706S3S IIU3 AN3D 33I3311S3C 133968 190101 211582 231035 251705 274297 290993 525994 355522AUNUZ8WM!W3 5333N53S 5437S 9S753 110116 122326 141962 165650 t9SOlS 230732 274597D_3530A!10 21562 29779 485113 722831 940464 96494 1023494 1003494 1163494 1SO3 t3313 311363 240751 498629 1017257 13)2130 1446012 1604967 196S524 2315170 2122148

OP _A!1 g8a33 81X 37925S6 4)143S 195530 280049 637477 1072230 1539443 1749967 l9106UK 147S23 0 0 0 0 0 0 3601s5013 nrcet A3S03 sas 379256 2B6912 195530 280049 637477 1072230 1539443 1749967 1556656-IISIS 120335 4080 20565 68943 236043 246592 253X141 439976 446623an 1300u/wms 256922 279932 174944 211106 39943S 625637 120630' 1309991 1111833330lUl33 Z£s5 195877 993)S 266654 322929 601S71 561156 62699s 414127 6<8205emoi/o/ss 03 TI3 WNACMX TM 63045 -703S63 -91710 -111623 -202134 264481 659307 75664 463626lu011!/£0s U33SD UIFl -1963133 -2666696 -275405 -2870226 -307236S -2807683 -2148577 -14729S13 -1009285

Ratio.

Operating oot/Reweae(t) 0.60 O.S4 0.6 0.67 0.63 0.71 0.64 0.67 0.67*t.ea Avxago led A.s*tm(S) 0.00 113.99 S.29 2.00 3.36 5.07 7.27 8.16 6.62

ifn

vagaInm zuNVAswRuCou aaSIZ!a32%U IPROM=

sma mA wa uow

(Low03 000)

1992 1993 1994 199S 1994 1997 199i 1999 200

333 TX= ASS6S 26763S 409124 11373"4 16607461 21107642 21200066 21176592 21593099 23909605U0K t-1I-D6336 19101

-of moIws 150 150 1SO 150 150 1SO 150 150 150SlUIL 33333M 3 ma aBINU 4no 460 460 4S0 460 460 480 460 460

267566 469754 11367964 16608111 21106472 21200714 21177222 21593726 22910235

IWUBUKZ&=s 114396 74794 152569 199620 246902 270745 297769 332276 370322-omm= 359464 316555 547710 44S471 395491 496319 610440 666745 769155

Can W. am83 aMD IV mm 265413 62091 40495 3170S1 777171 1906520 3106161 4164123 4027249

759293 453443 1105134 42321 1419560 2675504 4016370 516314 5174726

crnom s N161LT.6 DUB 11T11N 0SB YE4R 694466 106715 279B69 549652 1033597 1550934 2101644 2674096 364241

MNM COUNVt ASS36/LZtSILXIUS 64605 346727 625245 413669 365963 1124649 1914526 2309048 147546S

10261 AS83S1 LB" CURR. Lin. 352371 636481 12213226 17021760 21494456 22325365 23091746 239027?6 24345720

CAPITAL AmD RESBRVE8CMLL3D UP SBARm CAPIrAL 5469 1223672 1223672 1223872 1223672 1223672 1223672 1223372 122367233636B38 -1381257 -2084622 7198276 7066455 6664316 7148800 780810S 8483770 8947198

CAPITAL -1375s76 -860950 84221S0 8310327 6106190 6372672 9031977 9707642 10171270

LoW TM LOANS 1728159 1697431 3791079 8711454 13366264 13952693 140S9770 14195134 14214450

LI38LIUNS 352371 636461 12213228 17021760 21494456 22325365 23001748 23902776 24365720

Ratio.

cu=eat rati@(tiae.) 1.09 4.25 3.95 1.75 1.37 1.73 1.91 1.60 1.40

Debt os of DebUtIq(dty V 0.44 202.93 31.04 S9.09 6202e 62.S0 60.9 S9.39 50 29Debt as t of Dobt+sqmityISoludlag UEbaxuga Losees 55.76 129.70 27.67 46.02 56.15 58.06 56.59 M.1S 56.29

BxiW r.iVUUSOU -n RNHADIX!A!ZO3 XS1r

m VUw m camm

(BOIU 000)

AC TUAL_____ __ _ _ _ _ _

1992 199) 1994 1995 1994 I99? 1998 1999 2000soUmom or EDS

rate2maAi Cash Generation

not Incoue 63045 -703563 -91710 -111823 -202136 264481 659307 675664 463620Dapr.>latio 21562 29779 485113 722831 940464 983494 1023494 1083494 1l1494L'- an exchangs 195877 983)95 266654 322929 601571 5611S6 62699S 634327 648205!otcl Internal Cash Generatten 280484 309611 660057 933938 1)398" 1809131 230979S 2393484 22953271*.. Debt services lnterest 0 4080 20585 68943 238043 246592 253141 439976 446823Principal 0 23460 128348 140561 263392 273327 245821 108913 199049Total Debt Servioe 0 27540 14893) 209504 501435 519919 498942 628890 645872

lWt Cash Generation 280484 282071 632517 785004 1130395 1307696 1789876 1894522 1666437EXpKn41& porrcadies

Prose"4d DDa Loan 173250 1386000 866250 519750 173250nter.Z taans 1925000 1925000

cniber Soureas

Govt 58567 448534 1955129 183799S 333457 0 0 0Chan"e in current l1abilItIMS 127)92 -587773 173174 268763 484945 517337 550910 772252 825145Total Soureas 407076 -73884 2660225 5800146 S898085 2331740 2340786 2666774 2491582lncatioml

Capital pedituret-D-IDa OAX 251067 2008534 1255334 753200 251067 0 0 0Capital Napmnditure (Othwr) 26428 4687625 4687625 824670 1000000 1SOOOOO 2500000Work in Progress -19101 0 0 0 0

otra ominio

DV ntr7Y 28768 -39602 77794 47231 47082 23843 27023 34507 46047Debtor 170743 -42929 231155 -102240 -4080 102828 112122 76305 82409Total aypilction 225939 149436 2317483 5887950 5437928 1202408 1139145 1610812 2628456Change iD Cash 181937 -223320 342742 -87805 440157 1129333 1201641 1055962 -136874Annel Debt Servi Cb4rage2

Patbo(tiSs) 0.00 0.00 4.43 4.46 2.67 3.48 4.63 ).81 3.55

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Page 1 of 6

GL~LEYWATERSCMPANY

EREEFOiV UMMRAU-CME REBUlJTSMM

ESSQSS M FMANIA E&PIQJECIXM

A. Generaw

1. The financial projecions have been prepared In current Leones and domestic inflonrates from the World Bank are as follows:

Estimated AnnuaEX Infiadon rateM

93 33.394 17.995 10.096 10.097 10.0

2. The following average exchange rates are used:

EX LelUSSI

93 52094 60095 64296 68297 72498 76999 8172000 868

B. Income Stments

Revenues

3. In the absence of univrsa mering it has not been possible to detemine actudeand of water. Ihe proJections were based on the management's premise th the currentconsLlIpion provides the nearest estmate to demand and this is antciated to remain constantbetween 1993 and 1994 and to drop by 10% with te implemention of universal meteringefectve November 1 1994. From 1996, a year after implementation of universal meterage,demand is anticipated to increase by 5% amnually reaching producdon capacity of 18 mflliongallons a day in year 2000. T e reduction in water leakage fiom 54% in 1993 to 35% in 1997will ensure an accrual of more revenue to the company.

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Page 2 of 6

4. TAM: A maximum 10% overall increase In tadffs will be ef ve fromNovember 1 1993 which will be a 100% increase in general rates of the non-metereddomestc conumers(who contribute 10% of the reveue) from Le 10 per anna rateablevalue (ARV) to Le 20/ARV ad no change In the present taifffor the metered commerciad

antd ndus custom . Ihereaft the taiff is determined by the financial requiem of

the Conany.

S. ienases: Opeati costs (maiy chemicals) and eais andy

spare parts) are assumel to increase In proportion to the quantity of water supplied taking into

account the impact of the devaluadon of the leone and domestic inflation on these enes.Administration expenses (the domestic element) has been increased by 200% to reflect the

recen increase In salaries and wages and the Imported element by the depreciation of theleone; the domestic component of operating and repairs and maintenance expenses areassumed to increase by 15% annually between 1993 and 1995 and thereafter to increase by

25%. aually. The weighted percente averages of domestic versus the imported expense

components are given below:

(a) Operatig Expes: 55% imported and 45% domestic;

(b) Adm : 30% imported and 70% domestic; and

(c) Repairs and Maintance: 70% imported and 30% domestic.

6. UncollleE:These are projected as a percentage of revenues;1S% in 1993; 12%

in 1994 and 10% thereafter.

7. iOriadon Depreciation has been caculated on a straight-line basis at an average

amnual rate of about 4%. This rate reflects the cut weighted average depreciation rate.

s. I=m uIa: A detaied tax computation is provided under Annex 5-8.

9. Inerest on bhrrowings: I has been provided for all the borrowings.

C. ALNC SHEET AND FUNDS FLOW STATEMENT

10. C;it EMAditures: GVWCs future investment progrm stmated at $21 million

(with $7 million In duties and taxes) for treatment works rehabilitltion and extensiondisbuton, will be financed through internaily generated cash and fure loans, it is assumed

ta OVWC wUI finance approxImately 50% of the net of tax project costs over a period of 4

years, from 1994 to 1997.The balance mainly in foreign currency will be fianced from

fuure borrowings.

11. Revaluation of fixed assets has been agreed by the Company to be

undertaken in 1993/94. Since most of the fixed assets were financed through foreign loans the

revaluation basis used is the depreciation of the leone by a percentage of 1700% whichrepresen the depreciation of the leone between 1986(date of last revaluation) and 1994 (when

the next revaluation is anticipated). This basis is in line with general accepted accuntpracte and conforms with the local adit regulations.

-125-Annxex 54Page 3 of 6

12. ImI : These have been capitalized In the fixed assets and long term loansand will be amortized over the same duration as the loans.

13. otwings;a The proposed project will be funded by an IDA credit of approximately$6.3 million at 7.73% interest rate which will be on lent to GVWC over a duration of 20years with 5 years grace period.

14. GVWC has not been able to service its debt obligations due to the depreciation of theLeone and the relatively low internally-generated cash. As a result, GOSL negotiatedsuccessfully on behalf of GVWC to reschedule the Commonwealth Development Corporation(CDC) debentre loan with a current outstanding balance of Le 2.1 billion (£2.6 million) toseptember 1995, when debt service will commence to repay the loan fully over 10 years. TheGovernment also agreed to convert the Le 1.2 billion debt forgiven by Csisse Centrale intoequity. In retrn, GVWC will service: (a) with effect from July 1, 1993 for a duration of 2years, the remaining ADB loan balance of US$92,727.27; and (b) for a duration of 5 years at3.4% interest, the total of Le 301 million net due to GOSL for Le 108 million net paid toADB by GOSL (Le 748 million paid to ADB less Le 640 million paid into the Public Debt(External) Sinking Fund Account by GVWC) and the total arrears of Le 193 million up toJune 30, 1993 for the Caisse Centrale loan (Le 6 million) and Le 187 million due to theIslamic Development Bank (see page 6 of this Annex for details).

15. Wordin Coital

(a) kJvntoris - Inventories have been assumed to be at levels equal to 15% oftotal operating costs.

(b) Cash and Bank Balances - lTis represents the cumulative cash generatedduring the operations of the entity.

(c) Accounts Receivables - Ihe projected analysis is given below:

Year 93 94 95 96 97 98 99

% of receivables to revenues 50 40 25 16 16 16 16

In days 183 146 90 60 60 60 60

Before November 1 1994, from when universal metering becomes effective, it isdifficult for the Company to have effective debt collection measures hence the higherreceivable days, however, metering offers the necessary debt collection measures to reducethe receivable situation from the 219 receivable days in 1992 to 60 by 1996.

(d) Accounts Pavyb - This represents loan in_rest and 15% of total operatingcosts.

8IERRA LBOU3IUNIT tooB1 UlAg !tDU3B R93AnBKLK EIO PRO 1 TE!

G13 VALL3M W&TY CU?AINIXCONX TAX COII?oWh"O3

1993 1994 1995 1996 1997 1998 1999 2000

INCOKx BEFORE TAX 431435 195530 280049 637477 1072230 1539443 1749967 1918106

TAX LOSSES B/FMD -574691 -2440124 -886942 -431454 -299220 40777

ADD DEUCIATION 29779 485113 722831 940464 983494 1023494 1083494 1163494

LSS CIAPITAL ALLOWZANES 150640 1255334 4017695 4905007 3374119 3293611 3091904 2303312

TAXADL2 ZUCOKZ( LO88) 310574 -574691 -2440124 -886942 -431454 -299220 40777 75210

TAX (47.5) 147523 0 0 0 0 0 0 360150

8non Leon

- rsTU0 WR -OMMfu PROBC!nI N a AU aRCI%

0Mm YaLtA? 33803msow aonus uav

tLu 0001

1993 1994 1993 1996 1997 1998 199 20C0

ala&aSct a/M 1720142 1697423 3791079 0711454 13306246 13952693 14059769 14195134

LO0W TORO 231817 1854534 1159064 *95450 21617 0

wUMVR3 LO3 3507295 3507295 27490 0 0 0

SWitS 0C0NVR*38 CA?683 CuiMNARZ 1210403

80 7080 741S76 3351s94 0s374S7 129941"9 13092972 13292693 1405"69 14195134

LCfS On SCRAau 90339S 246654 322929 401X71 561156 42995 634327 4400

1724971 3618419 6000387 13595770 14454120 14579488 14694094 14043340

Dam S031S 27540 148933 20904 501435 Sll9 496962 628090 645872

R#SR

TO 33I183S 0338 1697431 3791079 6711454 1MM84244 1392491 14039769 14105134 14214450

am WMm am cmWAN

(LEM 0 090

StSR 1992 1993 1994 19ff 199 1997 1996 1999 2000

CO0S 33O0Og3 FWD 493411 744478 12127821 187"79 235 1405 24s7242 25S57342 27067342AD0ISXOU8-XBRD 251067 200as34 1*255334 T53200 21067ADOIUOaO-sWCgitutre iavetinMto) 4687425 4647625 024670 tOO1 O00 3S00000 2500000

R3VAff M!IOE 9374009TOtAL 744478 12127821 16070779 23521605 24587342 2557342 27067342 2957342

30OUGM? M3D 225575 255354 740447 1446329 2403762 327256 4410750 5494245 OcBam FOR Tim Y37R 29779 46511) 722031 940464 n3494 1023494 1003494 1103496 ED *tOt"L 255354 740467 1463296 2403762 3372546 4410750 5494243 667 77X

0 rpar D0M VAMA 469124 11307354 16407461 21107642 212000964 21174592 21S39090 2290960 t%, 00

- -

18* 1993 19t4 1m 199 1997 1t99 is 2033! on_ 0 a0n061. 301000 30100n 23056 16252 l 33310minzAzL O 600 200 020 aOM0 020 33310301l83= 0 10234 Mt6) 5526 3291 l133

DM33 0RVC3 0 70434 0039 65724 63491 34442

6a2183C CAR010 fVW 301000 23056 1652? 94801 $3310 0an 106Ie2 39130 5S10" 23460

1SINmAL 23460 23460161338 4000 1677

DM OsYlI 27"4So 25337

MAIAN Chun=5 100 23460 0

eJSmu Ce3hSRM LGIM 591*30 116542 93962 60394 4301? 177321,0aZwaAL 23"7 2370 237 2370 3666232w338f 7113 5632 4104 250t 1064mm0 sme0 30021 29340 27012 24209 1773238039108 OWO 17761 OS70 4104 2S01 1064LMAU Cht 0 I 1D 07721 64522 40503 10728 -0

1no LamI bMAR 93035 769 57644 3791 174071U09eAi. 20910 20 20900 2090 7213twIZ 1342 1136 062 S49 194

DM stCm 22342 22116 21042 21529 1740714075 5s55 3459 2 1044NALA1 CU0D1 1 71493 54302 35 1"422 -0

Dgees 0Q tv

ZNI33! 4000 20505 14"7 10492 6421 239 0 0 'a9323C2?AL 23460 120348 1048" 1046 104806 67191 0 0 0 1 t1 cmT 633 27540 140913 119495 S13o 111305 6956t 0 0 tD X

L"0 I1.33!£1 OM GSTO O0L TO OR 15R3IT3 o0r OVER S YWIS Al 3.4% 7238T 3A!ts ANOINt L1M "3 to 100 Mt1K10 3! ION 20 0061. An D3 33310 ' 0913 S8B Le 193 KILLION rOs £53905 UP TO JUNE 31 1993 I.. 1W03 Lo 187 KILI&0N US Lo 6 111.1ON TO 09185 6 1W.553 AMO SACs or 1 225 1611.1.108 o0 RNCEIVAlEMS DUE TO MWCINICH 18 CR 1 TO AU OF G <;WC5

2.AD1S LOA 2 S0 BE PAID UP IN StILLBY 87ON IN 2 INS2ALLORPIS O1 Le 27.5 NILSON AM to 25 MILLION IV 1993 ASS 1994 RYPCIVI..*cu5ss CWALE AUN, 3WC TO SERVICE TIlE RDAININOG W 9ALANC3(S 13 R8W11G LIM 1994 70 1990) AS PM us NR SL LOW AdMsM.4.186 LGAN. OC SO SERVICE TRt RNVSAIUIgo"AS VALANCE( TEAM 3Ol8611 L1PS MK 1994 20 19986 AS 13 TII ORI139L 1ta. & US.

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Page I of 17

ItEUBLJ OF SIEIRRA S

ECONOMI EGVALUATION

1. Only those project components with quantifiable benefits have been evaluated. They are:(a) community upgrading for Brookfields, Congo Market, Ginger Hall, Kroo TownKoo Bay,Susan's Bay and Mabella areas; (b) muarket upgrading for Bombay Street, Kroo Town Road,Guard Street, Garrison Street, Kennedy Street and Smythe Street markets; (c) water leakagedetection for GVWC; and (d) urban roads and traffic management component. Among ePectedbenefihs, only the qunifiable benefits have been measured. Cost streams include civil works,equipment and machines, eneern design, physical contingencies and provision for operationand maintenace costs. Financial costs and benefits are expressed in US dollars at March 1993prices, and economic costs and benefits are eressed in international border prices (n USdollars) at March 1993 prices, and adjusted by the general conversion factor for Sierra Leone,0.93. (he official exchange rate in March 1993 is Le C50 per US dollar and the exchange rate isbeing completely floated.) A brief description for economic evaluation of each component ispresented below.

2. Communi upgding The total financial base cost for upgrading the sixcommunities and for solid waste management component is estimated at US$5.9 million and theeonomic base cost is estimated at US4.2 million. With an additional 10% physicalcontngencies, the total economic cost is US$4.6 mfllion (Fable 1). Incremental operation andmaitenance costs are asmed to be 3% of capital investment cost.

3. Benefits have been quantified in tem of property value increases. Based on a samplesurvey in the six target communities and their comparable areas with proper infrastructureservices, the property value would increase by 25% with the project from Le 19 billion to Le 24billion or by US$7.9 million (Fable -1). This benefit will be realized right after completingthe upgrading in 1997. Salvage value after 15 years is estimateu at US$ 0.9 million. Based onthese, the ERR would be 21% (Fable 1). Sensitivity analyses indicate that with 10%reduction in property values in target and comparable areas, the ERR would be reduced to 14%;with 10% increase in capital investment costs, the ERR would be reduced to 16%; with 10%increase in operation and maintenanco costs, the ERR would be 20%; and with all of these threeincidence, the ERR would be reduced to 7%.

4. Mje ugding MMn=n. Economic capital cost for the six markets is US$2.2million (Fable MEA). Benefits have been quantified based on increases in rental values of themakets with the project, which is represented by total market charges to be collected by FCCfrom traders/vendors minus total market charges collectable at present. Present rental ratescharged by FCC on traders/vendors in the markets are low: Le 45/day/stall or table for ediblegoods vendors and Le 80/day/stall or table for non-edible goods vendors. Total number ofstlls/tables is 3,813 by FCC's esdmaes and is 5,146 by actual counting by consultants, which is

-130-An= 6-1Page 2 of 17

35% more than that estimated by FCC. Moreover, there are almost the same number ofstoolslbowls/pans/baskets/mats which will actually beneflt from the project but are assumed to benon-ihargeable. The total potential revenue from market charges was estimated based on theconsultants' number, and amounts to Le 243,993/day/six-markets. In addition, there are revenuesfrom toilet user charges and abattoir user charges: Le 76,260/daylsix- markets and Le5,882Jday/six-markets respectively. The potential revenue at the current market rental rates isthus estimated at Le 326,135/daylsix-markets (Table MR-D).

5. According to private real estate agents, it is likely that the rental value of the marketsincreases by 200% with the project. This increase is affordable even for traders with low dailysales (Le 3,000/day/stall), i.e., they will pay about 18% of their protlt for the increased rents.Assuming 200% increases In rental values and In tolilet/abattoir charges, the financial benefit willbe US$0.402 million/year and the economic beneflt be US$0.374 million/year. Discounting themfor 20 years yields an ERR of 13% (Table ME-D). Sensitivity analyses show that with the rateIncrease by 100% Instead of by 200%, the ERR will be reduced to 4%; with 10% increase incapital Investment cost, the ERR would lower to 12%; with 10% increase in operation andmaintenance cost, ERR would lower to 13%, i.e., almost no effects; and with all of the threeincidence, that ERR would be reduced to 3%.

6. Leakage detection ompnent. Benefits have been quantified by net savings of waterlosses arising from implementing the leakage detection component which includes repair after thedetection and valued at an average tariff rate of Le 475 per thousand IG which will be effective in1994 when the initial benefit of the component will begin to accrue. The adjusted financial rateof return, where costs and benefits were adjusted for tax and duties and the general conversionfactor, is estimated at 28% (Table WiN1). Sensitivity analyses Indicate that with a 10% increaseIn costs, the ERR would be 25%; and with a 10% reduction In the volume of water saved, therate of return would be 24%.

7. Urban roads and traffic manaae compnent. The total economic cost of capitalinvestment is US$ 5.9 million (Table _1, ). Benefit streams have been measured in VehicleOperation Cost (VOC) savings plus time cost savings by passengers (Table I-1j. The VOCsavings arise from increased speed and better surface condition. Without the project, the averagespeed of traffic on all project roads will decline from 33 kph in year 1993 to 23 kph in 2011, andthe average surface condition declines from Fair in 1993 to Poor in 2011. With the project, thespeed will be maintained at 39 kph until 2003 and then be reduced to 35 kph in 201 1, and thesurface condition will be kept at Good for all the life period (Table REJ), Based on trafficcounts on project roads, the average daily traffic (ADT) on a weekday is estimated at 5,338/dayIn 1993 and traffic engineers estimated the ADT at 6,475/day In 1997 which is an opening yearwith the project. The annual average daily traffic is estimated at 5,848 in 1997 and it is assumedthat the traffic grows at 4%Iyear (Table R£j-J. There are savings in road maintenance costs withthe project but they are not counted as benefits.

8. Based on above estimates and assumptions, the ERR is high at 47% as can be expectedfor urban road rehabilitation and traffic management works in a congested city (Table RE-F).Without the benefit of passenger time savings, ERR would be 45% since the passenger timevalues were assumed to be low. With extremely negative assumption of no traffic growth and nosurface decay, ERR would stOlM be at 38%. With 20% increase in capital investment costs, ERRis 42%. With all of the three negative incidence, the ERR would be reduced to 32%.

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Page 3 of 17

9. act of & auible ?mic ImD emoni DeIM. Aalyses have beeo made of theimpact of possible impl ain ddays on thec ombied ERR of 34% of tho pmposed project.

hese ainalyses indicato that this combined ERR would rdue to 28% if project impl -ion is

delyd by ow yea. It would frter reduce to 24% and 21% if project pleetato nis

ddayed by two ad eO yes, respcvely.

-132- Annex 6-1Page 4 of 17

w.nA cc-i con rag cwoamu u,aanu(Units Us$ million at 1993 constant prices)

Financlal capital Cost (ase) Total Totalcooiioi vaonomica

total Local+Duty/tAx foreign Capital CapitalCost Coat

Duty/Tax ocal ts) (w/ 10(omtntI y)

(Wool (g8ig) ugsSm) 'us8mi ,ni (U,m8D

SiX COMWUNT UP=RADIUS total 5.558 1.6576 1.142 2.759 3.820 4.202Land acquisition 0.043 0.0004 0.043 0.000site Prearation 0.184 0.0554 0.086 0.043Internel Roads 3.495 1.0506 0.468 1.956Stow Drfinage 0.560 0.1707 0.117 0.280water Supply 0.134 0.0403 0.019 0.075Sanitation 0.329 0.0909 0.092 0.1J3Solid Waste Collection 0.54 0.1623 0.112 0.266Xag.Dwign6supervision(5%) 0.265 0.0709 0.106 0.000

SOLMD W3SAU IANAGUZif total 0.373 0.0000 0.000 0.373 0.373 0.410TWo Collection Vehicles 0.198 0.0000 0.000 0.198

50 Containers 0.125 0.0000 0.000 0.125two Vehiale I Equipment 0.05 0.0000 0.000 0.050

GRAND TOTAL S.931 1.6576 1.1424 3.1310 4.1934 4.6128

1/ official exchange rate Is 150 - US$1* whLoh Is close to the parallel rate.The standard acnversion factor Including slight disparity between theoffioial ochange rate and the parallel rate (3 or 4 percentage points) is0.93. ThLi covers (a) 3 permanent acomunity upgrading for Ercokfields, CongoMarket and Ginger Hball Camunities, (b) 3 temporry community upgrading forlroo Day/Iroo Town# Mabella and susan's ay Communities, nd (c) solid wastemanagement maoure which is mainly for the si communities and six marketsto be upgrded.

-133- Annex 6-1Page 5 of 17

FREYOWN IZNPRAStRUC!WUX RlUABILITATION PROJZCT

TABLE CB-1 BEIDFXTS OF CONUMMXEY UPGRADING(Units US$ million at 1993 constant prices)

Total Financial Increm'l Number EconomicProperty Value Economic of Benefit

Benefit Rooms per RoomTarget ComparableCommunity Comanity

(Le billion) (Le billion) (US$m) (No) (USS/Rm)

Brookfields Comunmity 5.622 6.665 1.764 3,595 490.6Congo Market Community 7.518 8.705 2.008 4,025 498.9Ginger Hall Community 0.870 2.150 2.165 2,392 905.0-roo Bay/Krootown Community 1.925 2.333 0.690 2,222 310.5Mabella Community 1.422 1.755 0.563 1,925 292.6Susan's Bay Comminity 1.766 2.196 0.727 2,555 284.5

TOTAL 19.123 23.804 7.917 16,714 473.7100.0% 124.5%

SRARRA laUIPREENYY XIRPU^SrRtUCnRB ANNWBItIASION PROJEC

TABLE CE-1 CcoSQEJTY UPGRDINGD. UcoOxNIC ANALYSIs(units US$ million at 1993 constant prices)

Yr Calendar Economie Inmrsm * Inrem'1 Eeonomic Net Sensitivityl Sensitivity2 Sensitivity3 Sensitivity4No Year Capital Econcmic Benm ic Salvage Eeoncmic 10% Reduction 10% Increase 108 Increase All of FourCost O&M Benefit Value Benefit in Property in Capital in 00K Incidence(wv 10% Cost Value Cost CostCont'ney)

(JUSSm (Uf§m) (USS) (USSm) tUSSm) tUSfm) (US$m) tUS$m) (uSmM)1 1993 0.000 0.000 0.000 0.000 0.000 0.0002 1994 1.845 (1.845) (1.845) (2.030) (1.845) (2.030)3 1995 2.076 (2.076) (2.076) (2.283) (2.076) (2.283)4 1996 0.692 0.021 (0.713) (0.713) (0.782) (0.715) (0.784)5 1997 0.000 0.138 7.917 7.778 6.987 7.778 7.764 6.9736 1998 0.138 (0.138) (0.138) (0.138) (0.152) (0.152)7 1999 0.138 (0.138) (0.138) (0.138) (0.152) (0.152)8 2000 0.138 (0.138) (0.138) (0.138) (0.152) (0.152)9 2001 0.138 (0.138) (0.138) (0.138) (0.152) (0.152)10 2002 0.138 (0.138) (0.138) (0.138) (O.1S2) (0.152) P,11 2003 0.138 (0.138) (0.138) (0.138) (0.152) (0.152)12 2004 0.138 (0.138) (0.138) (0.138) (0.152) (0.152)13 2005 0.138 (0.138) (0.138) (0.138) (0.152) (0.152)14 2006 0.138 (0.138) (0.138) (0.138) (0.152) (0.152)1S 2007 0.138 (0.138) (0.138) (0.138) (0.152) (0.152)16 2008 0.138 (0.138) (0.138) (0.138- (0.152) (0.152)17 2009 0.138 (0.138) (0.138) (0.138) (0.152) (0.152)18 2010 0.13B (0.138) (0.138) (0.138) (0.152) (0.152)19 2011 0.138 (0.138) (0.138) (0.138) (0.152) (0.152)20 2012 0.138 0.926 0.788 0.788 0.881 0.774 0.867

4.613 IRR 21.3% 14.2% 15.7% 20.7% 7.2%

1/ O U.cial exchange rate is L550-US$1, vhich is close to the 3/ Salvation value is estimated to be a halfparallel rate. The standard conversion factor including of capital investment cost since the lifeslight disparity between the official exchange rate and is assumed to be 30 years. But there also r the parallel rate (3 or 4 percentage points) is 0.93. vill be Operations and Maintenance costs bThis covers (a) 3 permanent community upgrading for Brookfields, to maintain the investments which isCongo Market, and Ginger Hall Comounities, (b) 3 temporary US$0.138 million/yr. It is assumed that Xconmunity upgrading for Xroo Bay/Xroo Town, Nabella, and the discounted value of the CH costs over OSusan's Say Communities, and (o) solid waste management measures 15 years is about US$1.38 million.which is mainly for the six comunities and six markets to be 4/ Property values for both target areas andupgraded. comparable areas are assumed to be reduced -2/ Assu ed to be 3% of the capital investment oost. by 10% .

ox="

YIR MR-I uiin OV BUM& MID COaUMVESUB !S(Units oace at rch 1993 Prices)

Potential Potential Swvice TotalOpatoro 7/ Stells, Radr of Stallos (tfom Pc) ental voer Fe Carge Potential

Slabs and for for TOt 9/ tal DAveUt tan frm DAvenuTables 7/ Uibl. Man-edible Dental snood an Toilets Abettoir per Dat

.@od. 2/ Goods 3/ _weue 4/ Table 2 S/ 6/(Table 1) (abl 2) w/

LI 1,1 10 ~ ti f (Ldawi 11*dat /W (la !) h/da

Umabar Stf ut a9s 315 4S0 3 453 9,060Iree imm d Nkt 145 296 60 20 620 12,400zkGeul>gsn St oft a AbattoLs 1,426 2,332 1,400 30 1,430 28,600 S,682Soriseon St Hkt 356 754 250 150 400 8,000mun¢ady St 6 fLoy id okt 979 S0S 350 30 380 7,6008 yth 8t kIt 409 644 S00 30 S30 10,600

TO?)L 4,174 5,146 3,550 263 3,613 160,790 243,993 76,260 5,862 326,135

1/ uh stavndard coversion factor Is etstiated at 0.93. 6/ This potential was a result of proportionalt inrease Of the tt21 5he current rent to PMC (called 'mmrbot due) is to 45/day/stall. PCC# estimates of potentlal revennue basd on the nuaber of "'

3/ Tbo current rent to FM is 1* 60/day/stall. selling "pace estimated In (Tabl 2) in thi Table.4J etual colleetios pFer day aure Le 153,975 on February 25. 1993 Actual collations per day wrLe l* S3,975 en Febrvnry 25, 199

shcid is 65% of the potential, and La 150,860 on Fsbruary 25 hisch is 63% of the potential, and 1e 150,860 an February 25which is 63% -a the potential. which is 62% of the potential.

S/ The curnx3t fee to the Mnistry of Bealth is ?A 10/use. 9J The nws^ra of stalls, i.e., selling spacme, captured by FCC,6/ in addition to stall rents and toilet fees, ther Is sorwice whicbh is 3,613 is maller than actual mnmer of selling space

fees for Abattoir. the actual revenue on February 26, 1993 surveyed by the consultants (Table 2), which l 5,146.ws Le S,000, wbLch was ammiund to be 85% of the potntialrevenue.

7/ sources Goneg, VThP, Market opgrading omtpoet, ProliminwyrDesign Deport, Januay 1993. St contains two table seachshodwng namber of operaters and numbers of stalls/slabs/tables. Since cm slab ae¢cmodates at least sisx sellngspaoes, it was ultiplied by six to arrive at nurber ot sellingspaces subject to iudket rent collection. Acoording toTable 2, total nuer ot selling spaces is S,146. In addition tothLi hargeable qpasms, ther are aloet se number ot stools/bvls/psns/bashets/mto which are asmused to be non-ctargeable.

|K

xl

aIU,onnm_ #mx9

fAL 33-1 e xcoua Ia"TatS of 333K IV-4RM 1/(Mtt U millio at 193 contat prices)Yr Calender conomic e tol Tinancial Eonomic not SeDtitityl Sniti it2 ssitivity3 SaitivitY4no Year Capital eonondo beefit _enefit onoic Rato (Capital (062 cost (With A1L

Inest-nt Ot (Rate Benefit In"case Coat Vp by nceas by hreeCoat Cost ncroeae by 100t 10%) 10%) Incidec)W/ hy. 2/ by 200%)Contingency 31

{Wtsa) (MSSmI (USLat (USII V a) (PEs tVUsSn ,Vm 4WB

1 1993 0.109 (0.109) (0.109) (0.120) (0.109) (0.120)

2 1994 1.752 (1.752) (1.752) (1.927) (1.752) (1.927)

3 1995 0.328 (0.329) (0.328) (0.361) (0.328) (0.361)

4 1996 0.000 0.022 0.402 0.374 0.3S2 0.16S 0.352 0.350 0.163S 1997 0.000 0.022 0.402 0.374 0.352 0.165 0.3S2 0.350 0.1636 1998 0.022 0.402 0.374 0.352 0.165 0.352 0.3S0 0.1637 1999 0.022 0.402 0.374 0C352 0.165 0.3S2 0.350 0.1638 2000 0.022 0.402 0.374 0.3S2 0.165 0.352 0.350 0.1639 2001 0.022 0.402 0.374 0.352 0.165 0.352 0.350 0.163

t0 2002 0.022 0.402 0.374 0.352 0.165 0.352 0.350 0.16311 2003 0.022 0.402 0.374 0.352 0.16S 0.352 0.3S0 0.16312 2004 0.022 0.402 0.374 0.C52 0.165 0.352 0. ,0 0.16313 2005 0.022 0.402 0.374 0.3S2 0.16S 0.352 0.350 0.163 t14 2006 0.022 0.402 0.374 0.3S2 0.16S 0.352 0.350 0.163

__

15 2007 0.022 0.402 0.374 0.3s2 0.16S 0.352 0.350 0.163 W16 2008 0.022 0.402 0.374 0.352 0.165 0.352 0.350 0.16317 2009 0.022 0.402 0.374 0.352 0.165 0.352 0.350 0.16318 2010 0.022 0.402 b.374 0.3S2 0.165 0.352 0.350 0.16319 2011 0.022 0.402 0.374 0.3C2 0.16S 0.3M2 0.350 0.16320 2012 0.022 0.402 0.374 0.352 0.16S 0.352 0.350 0.16321 2013 0.022 0.402 0.374 0.3S2 0.165 0.352 0.350 0.16322 2014 0.022 0.402 0.374 0.352 0.165 0.352 0.350 0.16323 201S 0.022 0.402 0.374 0.352 0.16S 0.3S2 0.350 0.163$!o0 or IRR 2.190 1lR 1 l3.1t 3.90 11.84 13.1% 2.8

I/ Official eachag rate is LSSOMIS10 which is clos to the It i assmed that the proper rental rates Zt4t the coletionparallel rate. 2he standard coawersionl factor inclUding of the Project bo tbose of three time increase based anslight disparity bet1me the official exchange rate *ad comsrvativa principle. seem, the increvAntal beneits withthb parallel rate (3 or A pernontge points) is 0.93. the Project are La 90 and 160/day/stall.This cere sis mrts upgrading.

According to a conultants' owety, traderu/venders amr ready2/ 1 of the capital cot.

to pay higher rntal rates if basic facilities arm iproved.3/ At the current rental rat e which are set at low level1# tero is a shortage of mrket spaces and domd for the sellgif rent frat all otalle/slaba/t4bles are collected, tbae spaces are high.the sit mrkets hav tbh rntal value of Lo 326.135/day. Bale por day er stll rang frn th nizmu of Le 3.000Wumber of tradtre rs sunday reduces to about half of that of (vegetable sellers to the imn of L 50,000 mast sellore). cof a wask day.

Average sales sem to be about lA 6,000 to 7#000/day/stall. tIn light of market raten in sorrounding areas with proper Asumig proflt margi at 25, profit per stall rango frm Io Xinfrastructure servic, the prx^est rental rates for the mats to 7SO to 10,000/day. for a trader wdth the minm sales (a (Lo 45/day/stall for ediblo goods traders and 800/day/tall vegetal seller) the va_ renta rates mill he 1% ogf hs profit, tfor ao-edible good traderl can he raised by facoro of three which is mat likly to be affotdable to the trader.or tour, i.e., 135 and 240 or to 180 and 320 respectively.

-137- Annex 6-1Page 9 of 17

SIERRA LEONEFREETOWN INFRASTRUCTURE REHABILITATION PROJECT

TABLE WE-1 LUEAAGE DETECTION PROGRAMAdjusted Financial Rate of Return

(Unit: Leone million at March 1993 prices)

LEAKAGENE DETECTION NET CASH

YEAR SAVINGS EXPENSES FLOW

1 0.0 116.8 (116.8)

2 218.5 934.8 (716.3)3 305.8 584.2 (278.4)

4 435.8 350.5 85.3

5 457.6 116.8 340.86 480.5 480.5

7 504.5 504.58 529.7 529.7

9 529.7 529.7

10 529.7 529.7

11 529.0 529.0

12 529.0 529.0

13 529.0 529.0

14 529.0 529.0

15 529.0 529.0

16 529.0 529.0

17 529.0 529.0

18 529.0 529.0

19 529.0 529.0

20 529.0 529.0

IRR 27.7%

NOTES:1/ The exchange rate is Le 550/US$. The standard conversion

factor is 0.93 to adjust the foreign cost of the component.

-138- Annex 6-1Page 10 of 17

8IERRA LEONEFREBSOpN _NMRASTRUCTURE REHABILITATION PROJ.ECT

TABLE RC-1 COSTS FOR URBAN ROADS AND DRAINAGE 1/(Units US$ million at 1993 constant prices)

Financial Capital Cost (Base) Total Total-------- - ------- Economic Economic

Total Local+Duty/Tax Foreign Capital Capital-------- ------ - Cost Cost

Duty/Tax Local (Bass) (vi 10%Cont'ncy)

(US$M) (Us$m) Cus$m) (USSm) (US$m) (US$m)

URBAN ROADS AND DRAINAGEBrookfields Area 3.614 1.086 0.506 2.022Congo Mkt Area 1.103 0.332 0.154 0.617Ginger Hall Area 1.710 0.514 0.239 0.957Kroo 8ay/Kroo Town Area 0.534 0.161 0.074 0.300Nabella Area 0.371 0.221 0.030 0.120Susan's Bay Area 0.337 0.200 0.028 0.109Zng.Design&Supervision(5%) 0.383 0.126 0.257 0.000

GRAND TOTAL 0.052 2.640 1.287 4.125 5.322 5.855

NOTESS1/ Official exchange rate is L550US$1, which is close to the

parallel rate. The standard conversion factor includingslight disparity between the official exchange rate andthe parallel rate (3 or 4 percentage points) is 0.93.This covers selected roads and drainage for six areas in Freetown.

taDL R-I .. yOea NU> OAD$ 1/(raiti tlS 000 ot 1993 prices at LoSSO per ga$)

Tr Caled V/C Ratio 2/ Traffic Spoed Surface Uconumie aAA nuacl Project Zccac Noto Ter _ conition Vser w/ all zecoomic Roafcanodliati as tmcmon

W/o Prj W/ Proj w/o Proj W/ Proj w/Proj Saving. Projects nd.Vear coat Cost Benfit(Paved per S/ cost w/ Saved

Zqaiva2et) Vab-km Savigs Phy. 7)3/ 4/ coating

(UScent/ 6/

_Veh/ftY 1krhM tk1 Ukm- st* 0 MA $000 I o-* tS'00 (i*000

193 1.04 33 Pair 0 01994 31 B7B not (979)1995 32 2.342 accounted (2,34211996 31 2,049 (2,049)

1 1997 1.13 0.79 31 39 7 s,s49 Bus (Sss)2 1990 30 9 6,082 3,281 3,2013 199" 30 11 6.325 4.221 4,2214 2000 29 14 6,s7s S,231 5,231S 2001 29 16 6.841 6,316 6,316

6 2002 28 1i 711S 7,478 7,4787 2003 1.01 27 39 rair/Poor 20 7,399 6,724 9,7248 2004 27 21 7,695 9,369 9,369S 200s 26 21 8,003 10,OSS 10,053

10 2006 26 22 8,323 10,776 10,77611 2007 2S 23 8,6s6 11,S41 11,54112 2000 24 21 9,002 12,150 12,35013 2009 24 24 9,362 13,206 13,20614 2010 23 2s 9,737 14,110 14,11015 2011 23 3s PooC 2S 10,126 1S,06S 15,065

Total or 2RE 131.722 s,ess r 440

I/ All 31 urban roads were cubincd together to be a averago roadwith, total length of 16.11 km, current trat ic level (in 1991)of 5,336 ADT, traffic level with project in 1997 of 6,475,and avrage traffti growth rats of 40tyr.The standard convuerlon factor is estimated at 0.93.

2/ The capacity without project at present is estimted at5,157 vebicle/day for the coraid road. Ph. caeacity withprojct starting In 1997 is estimated at 7,359 vehicle/day.

3/ on average, the orface conditio declines frm Fair totair/Poor by 7th year ad to Poor by l5th year witbout thoProject. With Project, it remains to be good through out.

4/ Sources Table 3-l1 S_nuary of Xcuic Road vr costs with I >Congestio, Paved Roads, prepared by the mission. b

5/ It is 1etimted that the traffic declines by 250 on Saturday °o° :and on Buay. It Is assumd that 10 days/yr are totally D Xtrafticles days to accout tor national holidays and othersmal traffic days. Average traffic growth rate is assumedto be 4*/yr.

7/ Ther is maintenance cost saved but it is not acounted for. t1

a-

S IEURR LIOUnXFURETOWN IUFRasYRUC!URB REHABILXTATION PROJnCT

TABLE RE-2 -E-SMn3VXT! ANALYSIS It WITHOUT DEnEFITS OF PASSENGER TIME savjN:s 1,(Unittus$'000 at 1993 prices at LeSSO per us$)

Yr Calend V/C Ratio 2/ TraffLc speed Surface Economic AADT Annual Project Economic sensitivitylNo Year ------- - -- condition User w/ all Economic Economic¢Mintce Net Economicw/o Proj v/ Proj v/o Proj wl Proj w/o Proj Savings Projects Rd.User Cost Coat Benefit vio(Paved per 5/ Coat v/ saved Passenger

Equivalent) Veh-km Savings Phy. 7/ Time Savings3/ 4/ Conting Benefit

(UScent/ 61(VehIDWv (!phl (krh Vi) ($1000) tS0000 ($1000) tS'00001993 1.04 33 FaLr 0 01994 33 978 not (878)1995 32 2,342 accounted (2,342)1996 31 2,049 (2,049)1 1997 1.13 0.79 31 39 6 5,848 58S (585)2 1998 30 8 6,082 3,035 3,0353 1999 30 11 6,325 3,947 3,947 o4 2000 29 13 6,s57 4,927 4,927S 2001 29 1S 6,841 5,979 5,9796 2002 28 17 7,115 7,107 7,1077 2003 1.01 27 39 Fair/Poor 19 7,399 8,316 8,3166 2004 27 20 7,695 8,937 8,9379 2005 26 20 8,003 9,596 9,59610 2006 26 21 8,323 10,292 10,29211 2007 25 22 8,656 11,029 11,02912 2008 24 22 9,002 11,809 11,80913 2009 24 23 9,362 12,633 12,63314 2010 23 24 9,737 13,504 13,50415 2011 23 35 Poor 24 10,126 14,425 14,425

Total or IRR 125,536 5,855 IRR- 45E

NOTESs4/ sources Table 3-1, Summary of Economic Road User Costs vith

Congestion, Paved Roads, prepared by the mission.rThe maximum passenger time coat is about 2.3% of the total road user 00cost at the speed of 21-25 kph and the minimum passenger

xtime cost Ls about 1.2% of the total road user cost at the speedof 36-40 kph. These passenger tLe costs were decucted from thebenelft calculatLon.

SIERRA LEONEPREBOXtO INMnRASRUCTURE REHASILXTATION PROJECT

TABJLE RP-3 SEUSXISVX!Y ANAZTXIS 2s ZBRO TRAaFXC GROWTH and NO SURVACE DENCA I,(Unitsus$'000 at 1993 prices at LeSSO per us$)

YrCalend V/C Ratio 2/ Traffic Speed Surface Economlc AADT Annual Project Economic SonsitivitylNo Year ---- - ------- condition User v/ all Economic Economickaint'ce Net Economic

w/o Proj v/ Proj w/o Proj wt Proj w/o Proj Savings Projects Rd.User Cost Cost Benefit wvo(Paved per S/ Cost V/ Saved Passenger

Equivalent) Veh-km Savings Phy. 7 Time Savings

3/ 4/ Conting Benefit(UScent/ 6/

(Veh/Dv) (kDh) _kIh Vkbi ($'000) ($S000) ($000) 4$0001

1993 1.04 33 Fair 0 01994 33 878 not (878)1996 32 2,342 accounted (2,342)1996 31 2,049 (2,049)

1 1997 1.13 0.79 31 39 7 S,848 585 (585)2 1998 30 8 5,848 2,883 2,8833 1999 30 10 5,848 3,358 3,3584 2000 29 1i 5,848 3,834 3,834S 2001 29 13 5,848 4,310 4,3106 2002 28 14 5,848 4,785 4,7857 2003 0.79 27 39 Fair 15 5,848 5,261 5,2618 2004 27 1S 5,848 5,304 5,3049 2005 26 16 5,848 5,347 5,347

10 2006 26 16 5,848 5,390 5,39011 2007 25 16 5,848 5,433 5,43312 2008 24 16 5,948 5,476 5,47613 2009 24 16 5,848 S,519 5,51914 2010 23 16 5,848 5,562 S,56215 2011 23 35 Pair 16 S,848 5,605 5,605

Total or IRR 68,067 5,855 IRR- 38%

NOTESS 4/ Sources Table 3-1 Summary of Economic Road User Costs with :

Congestion, Paved Roads, prepared by the mission.

o t14

SIERRA LEONRPREBTOWN INFRASTLRUCTURE ReHABILITATON PROJECT

TABLE RE-4 SENSITIVITY ANALYSIS 3t 20% CAPITAL COST INCR8ASB 11(Unit:us$O000 at 1993 prices at LeSSO per us$)

YrCalend V/c Ratio 2/ Traffic Speed surface Economic AADT Annual Project Econoic Sensitivity3N4o Year - --------- condition User W/ all Economic Economic Maint' e Net Economicw/o Proj w/ Proj w/o Proj vw Proj w/o Proj savings Projects Rd.Uoer Cost cost Benefit vJ(Paved per S/ Cost W/ Saved 20% Cost

Equivalent) Veh-km savings Phy. 7/ Increase3/ 4/ Conting

(UScent/ 6/(Veh/Dy) (kphl (kph) Vkm) tS'000) ($S000) ($'000) ($*0o00

1993 1.04 33 Fair 0 01994 33 1,054 not (1,054)1995 32 2,810 accounted (2,810)1996 31 2,459 (2,459)1 1997 1.13 0.79 31 39 7 5,848 703 (703)2 1998 30 9 6,082 3,281 3,2813 1999 30 11 6,325 4,221 4,2214 2000 29 14 6,578 5,231 5,2315 2001 29 16 6,841 6,316 6,3166 2002 28 18 7,115 7,478 7,4187 2003 1.01 27 39 Fair/Poor 20 7,399 8,724 8,7248 2004 27 21 7,695 9,369 9,3699 2005 26 21 8,003 10,053 10,0S310 2006 26 22 8,323 10,776 10,77611 2007 25 23 8,656 11,541 11,54112 2008 24 23 9,002 12,350 12,35013 2009 24 24 9,362 13,206 13,20614 2010 23 25 9,737 14,110 14,11015 2011 23 35 Poor 25 10,126 15,065 15,065

Total or IRR 131,722 7,025 IRR- 42%

xI-

ol .-SQ

SIERRA LeONEFRREETOWN INFRASTRUCTURN ReHABILZfATION PROJECT

TABLE RE-S SENSITIVITY AANhLYSIS 4* WXTH ALL OF TH8 THREN NEGATIVE INCIDENCE 1/(Unitsus$'O00 at 1993 prices at LeSSO per us$)

YrCalend V/C Ratio 2/ Traffic Speed Surface Economic AADT Annual Project Economic Senlsitivity4No Year ------- condition User w/ all Economic Economic maintIce Net Economic

w/o Proj w/ Proj wvo Proj vw Proj w/o Proj Savings Projects Rd.User Cost Cost Benefit Wv(Paved per 5/ Coat v/ Saved All Three

Equivalent) Veh-km Savings Phy. 7J Negative31 4/ Conting Incldence

(UScent/ 6/tVeh/Dv) tkph) (kph) Vkm) ($'0001 (S000) ($'0001 1$'°000

1993 1.04 33 Fair 0 a1994 33 1,054 not (1,054)1995 32 2,810 accounted (2,810)1996 31 2,459 (2,459)

1 1997 1.13 0.79 31 39 6 5,848 703 (703)2 1998 30 8 5,848 2,653 2i6533 1999 30 9 5,848 3,117 3,1174 2000 29 10 5,84B 3,582 3,5825 2001 29 12 5,848 4,047 4,0476 2002 28 13 5,848 4,512 4,5127 2003 0.79 27 39 Fair 14 5,848 4,976 4,9768 2004 27 1S 5,848 5,018 S,0189 2005 26 1S 5,848 5,059 5,059

10 2006 26 1S S,848 5,100 5,10011 2007 25 13 5,848 5,141 5,14112 2008 24 1S 5,848 5,183 5,18313 2009 24 1S 5,848 5,224 5,22414 2010 23 15 5,848 5,265 S,2651S 2011 23 35 Fair 1S 5,849 5,307 5,307

Total or XRR 64,183 7,02S IRR- 32%

0:

-144- Annex b-IPage 16 of 17

SIERRA LJUOUIRZETOUU IUFRARCTWR RREAIB LITA!IOl PROJDCY

TAWL 3-1 SUNANT OP rSCOXOMIC ROAD USBR COSTSXI'S COO_SNXOWN {i.-e. lon-urdnifor Sneod PAVED ROAD8 I/

(Units US cents/veh-ka at March 1993 prices and at L550 per US$)

Speed Good Fair Poor Very PoorRange Surfaae Surfaco Surface Surfacelkpb JZRX2.7? lIRIS.51 {IltI8.51 (EIRI.5)

1-05 116.4 123.5 135.5 144.26-10 63.2 91.7 104.0 112.8

11-15 67.4 76.9 88.3 96.616-20 62.0 71.5 82.6 90.721-25 53.3 61.1 70.1 77.526-30 50.9 56.6 66.1 74.731-35 44.8 50.3 57.9 63.836-40 43.3 48.1 55.3 61.141-45 39.6 42.4 47.2 53.446-50 38.7 41.3 4S.8 51.7

-3TDCsI/ This includes passenger tim costs.

This is for a canposit vehicle with esdatingvehicle mix in Freetown, 1993.

SIERRA LEONRFR_ET!N nRASTRC!D ,nEEaLmTITO 2O

YASrM C(WI-2 COMBNED ERCO*IC MAU OF REOUF. B SEn CASE AND S rITZIv ES(Units US$ llion at March 1993 constant prices

and in international border prics)

Yr Calender Economic Increa1 T 1creml Net smnitivityl Sensitirity2 SansltivSity3so Year Capital Eclonoic Economic Ecnmic Beneflt & Benef it & Benefit

coat 00) Benef it Beef it maintenance Xaintenance Maintenane(Vi Phy. Cost plus Stream Stream Strem

Cont ncy) salvage Celay by Delay by Delay byValue 1 Year 2 Year 3 Year

LUWSmI (UsSk) WusSmx (U$mN) WSml (s$m) guSyp

1 1993 0.343 (0.343) (0.343) (0.343) (0.343)2 1994 6.345 0.397 (5.947) (6.345) (6.34S) (6.345)3 1995 5.914 0.556 (5.358) (5.517) (5.914) (5.914)4 1996 3.442 0.043 1.166 (2.319) (2.886) (3.045) (3.442)5 1997 0.819 0.160 9.122 8.143 0.304 (0.263) (0.422)6 1998 0.160 4.S29 4.368 8.962 1.124 0.5567 1999 0.160 5.512 5.352 4.368 8.962 1.1248 2000 0.160 6.568 6.408 5.352 4.368 8.9629 2001 0.160 7.653 7.492 6.408 S.3S2 4.368

10 2002 0.160 8.815 8.655 7.492 6.408 5.35211 2003 0.160 10.059 9.899 8.6SS 7.492 6.408 U'

12 2004 0.160 10.705 10.545 9.899 8.65S 7.49213 2005 0.160 11.389 11.228 10.545 9.899 8.65s14 2006 0.160 12.112 11.952 11.228 10.545 9.8991S 2007 0.160 12.877 12.717 11.952 11.228 10.54516 2008 0.160 13.686 13.526 12.717 11.952 11.22817 2009 0.160 14.541 14.381 13.526 12.717 11.95218 2010 0.160 15.445 15.285 14.381 13.526 12.71719 2011 0.160 16.401 16.240 15.285 14.381 13.52620 2012 0.160 2.262 2.102 16.240 15.285 14.38121 2013 0.022 0.374 0.3S2 2.102 16.240 1S.28522 2014 0.022 0.374 0.352 0.352 2.102 16.24023 2015 0.022 0.374 0.352 0.352 0.3S2 2.102

TOTL/noR 16.863 IRR- 34.4U 28.4% 24.4% 21.6%

NOTES'11 Offl¢Lal exchnge rate is L550US$I Ln March 1993, whlh was close °Qm

to the parallel rate. The standard converion factor including Xslight disparity beten the offLcial exchange rate andthe pa.alle1 rate (3 or 4 percentage points) was 0.93.

I;h

-146-

Annex 71

PITEOVM E WNRASITlCTtnRE REEHAB}LlATION ^

DOClIMENIS DIN = EROJ=ECTFL

1. Sierra Leone Roads Authority Act, 1992.

2. Guma Valley Water Ordinance, 1961.

3. GVWC - Anmnu Reports, 1988-1992.

4. Freetown City Council - Excerpt of Council Meeting Held on April 15, 1993.

5. SLRA - Resolution to Implement the Freetown Infrastucture Rehabilitation Project onbehalf of the Freetown City Council.

6. Detailed Plan for the Relocation of Affected Persons in Kroo Bay and Bombay StreetMarket areas.

7. FCC's Action Plan for Citizen Partidpation.

8. Freetown Infastucture Rehabilitation Project - Environmental Impact Assessment Study,March 1993.

IBRD 24740

SIERRA LEONE MAUNiA |FREETOWN INFRASTRUCTURE REHABILITATION PROJECT

FREETOWN AND ENVIRONS - PROJECT AREAS

AARKeT TO BE REHAILUTATED CCMMUNrrY UPGRADING/SUJM AREAS Gu A

MAIN ACCESS RD - MAIN ROADS

MAIN ROAD OUTSIDE URBAN UPGRADING AREAS SECONDARY ROADS

CBD STREETS AREA BUItT-UP AREAS

INTERNATIONAL BOUNDARES .R

o 5,0D 1.000 10000052 EE1

~~~~~~~~~~7~~~~~~~~~~~~~~~~~i~~~~ ~ 1-4

~~~iEm&J. ~ ~ ~ ~ ~ IQ- ~ 0 Z

% 0~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~PI 9

|I I Ill ronS

I-RD 247411

SIERRA LEONE MURRAS I E R R A L E O N E J\2_,f <af, f;gURRATOW FREETOWNFREETOWN INFRASTRUCTURE

REHABILITATION PROJECTGUMA VALLEY WATER COMPANY

WATER SUPPLY SYSTEM

- MAJOR TRANSMISSION PIPEUNES \ERVOIR RESERVOIR,* SERVICE RESERVOIRS

PUMPING STATIONS Cockerill 1 TANKT TERRAIN ABOVE 600. ELEVATION 0y CRESERVOIR kESERVOR

< RIVERS GOVEVNOR-~--~-RAILROADS

oGUBAN AREASERVOIR

-- IOENAIlONAL BOINDARIES RESERVOIN

1 Z RT-5~~~~~EERVOIR W ESROE "I 1- \0 i 2 3 49dMKS H2 5 RE 1 1'

0 1 2 23 4 KI5OMEI 9ADORI_

-t- b-p-o, dTwwvlJki Twb A

9'y IC 9' 9' _' A

g;,~,-,g, MAURITANIA

ITNEGAL G NS -- At\M A L I

Y ~ GUI.EA A

.9' t r ."~ P--. lENIN At

I E R R A" j

A L E I NE UA-

GUMA~~~~~~~~~~~~~~~~A19