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8/8/2019 Economics of Water Supply
1/27
TRIBHUVANUNIVERSITY
INSTITUTEOFENGINEERING
DEPARTMENTOFARCHITECTUREANDURBANPLANNING
PULCHOWKCAMPUS
MODULE:ECONOMICS
SUBMITTEDTO:
DR.JIBGARJOSHI
SUBMITTEDBY:
KIRANMANJOSHI|066MUP205
MONICAMANANDHAR|066MUP207
SACHEENMAHARJAN|066MUP214
SAMIRBYANJANKAR|066MUP215
SUCHITABAJRACHARYA|066MUP
218
ASEMINARON
EECCOONNOOMMIICCSS
OOFF
WWAATTEERRAALLLLOOCCAATTIIOONN
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CHAPTER1|INTRODUCTION
1.1Background
Water israpidlybecomingscarce inalmostallcountriesandcitiesoftheworldwithgrowingpopulationon
onehandandfastgrowingeconomics,commercial,industrialanddevelopmentalactivitiesontheother.This
scarcity makes water both social & economic commodity. Being an essential component of life, the use of
waterisindependentofeconomicconditionoroccupationofthepeoplealthoughitmayaffectitsdemand.
Tremendous socioeconomic, political, commercial, educational and other activities are going on every
moment.Forallsuchactivities,water isessential.Buttherateof increaseofsupplyofwater isvery lowas
compared to the rate of population growth and urban expansion coupled with hectic social, industrial,
commercialandotheractivities.Morethanthat,itisheartbreakingtoknowthatthetotalamountofwater
that
can
be
harnessed
insidethe
Kathmandu
Valley
in
no
way
will
be
able
to
meet
the
future
demand
of
Kathmandu.Insufficiencyinwatersupplymeantfurtherdeteriorationoftheproblemofwastewater.So,any
delay in finding a solution for the water supply and waste water treatment could lead to a serious
environmentaldisasterinKathmandu.
1.2Introduction - Wateraseconomiccommodity
Inadditiontobeingabasicneedandanonhomogeneousgood,watercouldbe excludable, nonexcludable,
rival or nonrival, depending on the way in which it ispackaged. For example, rainwater is a non
rival
and
non
excludable
good;
a
private
metered
connection
is
rival
and
excludable.
A
non
rival
good
is
onewhoseconsumptionbyonepersondoesnotreducetheconsumptionbyothers. Agoodisnonexcludable
if it is prohibitively costly to exclude someone from receiving the benefits of the good after it has become
available. Apublicgoodischaracterizedbynorivalryinconsumption.
Therearebothexcludableandnonexcludablepublicgoods. Anonexcludablepublicgoodisagoodthatis
non rival in consumption and that cannot be denied to a person who does not pay for it. Therefore, the
benefit derived from improved water supply is a non excludable. Water has public good characteristics
because improved water services to households translates to better health of the community,
improvement in theworkforce, and reduction in the demand for health care. Using water that is
belowstandard can lead to waterbased, waterborne, or other waterrelated diseases such asdiarrhea,
ring worm. In many developing countries, millions of dollars are spent every year to treat outbreaks of
disease most of which are waterrelated. Such expenditures are usually part of the budget of the
ministry of health which most times cannot afford these costs. To satisfy minimum health and safety
requirements,asufficientquantityofwaterforconsumptionpurposesmustbeatoraboveacertainquality
level,topreventwaterbasedillnesses. Waterforbathingmustbeofacertainqualitytopreventskinrelated
waterbornediseases. Otherhouseholdsinthecommunitymustsatisfytheseconstraintsaswellto prevent
negative externalities resulting from water borne disease spread within theneighborhood.
Health benefits clearly are a public good aspect of improved water quality.Reducingthetimewomen
and children spend fetching water allows them to engage in other economic activities that contribute to
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improvedfamilywellbeingandtheeconomyatlarge.Provision of adequate water supply will also reduce
the time girls spend infetchingwaterallowingthemmoretimeforschoolwork. Girlseducationyieldsa
higher rate of return than any other investment in developing countries. Educating girls has large social
benefits in terms of savings from improved hygiene and birth control, as educated women choose to have
fewer children. Bringing water closer to home and reducing the time girls have to spend fetching water
therefore
has
a
positive
externality
or
benefit
that
accrues
to
society
as
a
whole.
Arguments
of
whether
these
benefits are public or private are issues of concern in the literature. But the fact that improved water
supply and sanitation provide health benefits to society as awholeisapparentandundisputable.
1.3Objectives
ToknowabouteconomicsfactorinvolvedinwaterSupplyanditsproperdisposal Tounderstandthecostfactor,economicandfinancialbenefitsinvolvedinawatersupplyprojects
1.4Scopeandlimitation
The study is an attempt to understand the economic principles behind public water supply systemtakingthereferenceofMelamchiWaterSupplyProject
Thestudyisconductedwithinaveryshortperiodoftimedependinguponreadymadedata. The study of MWSP project has been done taking the reference of financial and economic analysis
carriedoutattimeofADBsfundingoftheproject.Theprojecthasgonethroughseveralchanges in
policies,budgetandstrategywithinthatperiod.
1.5Methodologies
Theadoptedmethodologiesareasfollows:
A.SelectionoftheTopic:
Throughtherigorousgroupdiscussion,thetopicEconomicsofwatersupplyprojectsfortheseminarwasselected.
B.Literature
Review:
Referencebooksand relatedpaperswerestudiedandplanningwasdone for the interpretation of the raw
data.
C.Datacollection:
TheSecondarydatawascollectedfromtheinternetsources.
D.Analysis:
Analysisofdataintermsofeconomicsaspects
E.DataPresentation:
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The raw data was analyzed and developed in a form of graphical representation. Conclusion and
recommendationareextractedfromcasestudy.
CHAPTER2|WATERANDWATERSUPPLY
2.1Water
sources
2.1.1Surfacewater
Theseareopensourcesofwaterwhichincludesriver,ponds,streamsetc.Theyareusuallythemainsources
ofwater forwater supply system.Since theyareexposed toair, they aregenerallypollutedandshouldbe
firstly purified, collected before distributing. The main sources of water in Nepals Context are rivers. The
presenceofHimalayasmakesNepalrichinwaterresources.Theriversarefedthroughmeltingofsnowinthe
Himalayas.Riversarerenewablesourceofwater.Water isavailablefromtheseriversalltheyearroundbut
duringrainyseasonswaterlevelishigher.Thismakesthesurfacewatermostfeasibleforuseinwatersupply
watersystem.
2.1.2GroundWater
Groundwatercanbeacheapandreliablesourceofwaterwhereitisavailable.Groundwatercanbeobtained
thoughwellordeepboring(byhandpumps).Groundwaterisusuallycleanfromimpuritiesbutitmaycontain
dissolved salts, mineralsand sometimes harmful metals likearsenic. Ingeneral,groundwater is safer from
pollutionwhen the aquifer isdeepand confined; even then it isadvisable touseground water forgeneral
purposeotherthandrinking.i.e.nonpotableuse.Onedrawbackofgroundwater isthat it isnotrenewable
naturallyinashortperiodandextremerelianceanduseofgroundwatercancausegeologicaldisorder.One
waytotacklethisproblemisbyrecharginggroundwaterduringrainyseasonsbyrainwater.
2.1.3RainWater
Rainwater istheultimatesourceofwaterwhich feedstheentiresecondarysource includingSurfacewater
and Ground water. Even though it is primary source of water, practical implementation of rain water
harvestingwasnotseenuntilrecently.Directcollectionanduseofrainwaterishowever,widelypracticedat
aninformallevelbyhouseholders.Althoughitcannotbeconsideredasreliablesourceofwater,thefactthat
itisrenewableandfreesourceofwatermakesitimportantsourceofwater.
2.2Watersupplysystem
2.2.1Stateownedsystem
Sincewatersupplysystemisextremelycapitalintensive,andthefinancialbenefitsachievedarealsolowbut
theeconomicalbenefitsthatthewatersupplyprojectsprovideareofmajorimportance.Itisthemainreason
whymostwatersupplyprojectsaremainlycarriedoutbythegovernment.
The main goal of the state owned system is to provide service to general public. It is however usually
inefficient,nonflexibleandnonresponsive.
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2.2.2Privatesystem
Beingaprofitbasedsystem,itisefficient,responsiveandfeasible.Howeverprivatesystemmaynotlookafter
environmentalandsustainabilityfactorbecausethemainaimisprofit.
ExampleofPrivatesystemisGroundwatersupplyinapartmentsthroughdeepboringandothermeans.Since
profit is main factor, environmental issues such as making retention pond , ground water recharging are
usuallynot
covered
2.2.3PublicPrivatePartnershipsystem
PPPisthenewmodelforimplementingpublicprojects.ThemainideaofPPPmodelisthattheprivatesector,
community organizations and non government and government organizations should be partners in
development.TheMillenniumDevelopmentGoal (MDG)AssessmentStudy forNepalestimated that33per
cent of the expenditure necessary to achieve the MDGs will have to come from nongovernment sources.
Publicprivate
partnerships
are
one
of
the
means
of
achieving
this.
A.DefinitionofPublicPrivatePartnerships
There isnoclearagreementonwhatdoesandwhatdoesnotconstituteapublicprivatepartnership (PPP).
UnderatypicalPPPscheme,thegovernmentspecifiestheservicesitwantstheprivatesectortodeliver,and
then the private partner designs and builds an asset for that purpose, finances its construction, and
subsequently operates the asset and provides the services deriving from it. This contrasts with traditional
public investmentwherethegovernmentdesignsandfinancesanassetandthencontractswiththeprivate
sectortobuildit.
In most cases, the government then operates the asset once it is built. The difference between these two
approaches reflects a belief that giving the private sector combined responsibility for designing, building,
financing,andoperatinganassetisasourceoftheincreasedefficiencyinservicedeliverythatjustifiesPPPs.
B.StakeholdersofPublicPrivatePartnership
The Partnership generics evolve from the possible linkages among the stakeholders involved in the UWM
System.
In
general,
there
are
three
major
groups
of
stakeholders
and
three
categories
of
partnerships
linkages.ThePPP isparticularlyknownaspartnershipbetweentheGovernmentandthePrivateSector.This
categoryofpartnershipisthepartofconcernandwillbediscussedmoreindepth.
TheothertwoformsofpartnershipbetweentheGovernmentandtheCommunities,andpartnershipbetween
the Private Sector and the communities or Civil Society are not discussed. The partnership between the
GovernmentandtheCivilSocieties isbasedonthepolicyoftheGovernmentonparticularsectorto include
andempowertheCivilSocietieswhenrequired.
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The partnership between Business and Civil Societies is based on the Social and Corporate Responsibility
policyadoptedbytheBusinesshousesandbecomestheir internalmatter.However,the latesttwoformsof
partnership are more conveniently understood based on the modalities discussed for Public Private
Partnership.
C.PublicPrivatePartnershipStructure
The stakeholder under the Government category included the Central and Local Government Bodies as
Ministries, Departments, Municipalities, DDC and VDC. The Donor Agencies and other Government Owned
Agenciesalsofallunderthiscategory.ThesecondcategoryofstakeholderistheFormalandInformalPrivate
Sector comprising of profit making and nonprofit making organizations as business houses, industries,
companies,enterprises,serviceproviders,NGO,CBO,andindividuals.Thethirdcategoryofstakeholdersisthe
consumers comprising of service users from Government to citizens who are responsible for generation of
waste.
D.PartnershipDevelopmentApproach
Theapproaches
of
Partnership
Development
are
TopDownApproachwheretheGovernmenttakesinitiativesandcallforPartnership.
SuchinitiativesarealmostrareunlessitismediatedandpressurizedbytheCivilSocieties.
Bottom Up Approach This requires influenceonPolicy, PlansandPrograms of the Governmentand very
difficulttoachieve.
Lateral Approach This approach is not dependent on Government Policy. Mostly it is carried out by the
CommunitiesandPrivateSectoratgrassrootlevelfollowingtheirCorporateandIdealisticResponsibility.The
LateralPartnership
has
very
strong
effect
on
Government
Policy
depending
upon
the
strength
and
extends
of
spatialcoverageofmembershipof thepartnership.The recentpoliticalchanges inNepalcouldattribute to
this form of partnership where the communities and individual informal partners united for achieving a
particulargoalofpoliticalchange.
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CHAPTER3.0|ECONOMYBEHINDWATERSUPPLY
3.1FactorsinvolvedinwaterSupply
Followingfactorsaretobeanalyzedbeforemakingeconomicalanalysisofwatersupplysystem
A. Water supply and Sanitary are interconnected with each other. Once water is delivered to household,itisboundtogeneratewastewater.Thewatersupplycostshouldincludetheprovisionandcost
ofremovalandtreatmentofwastewatergenerated.
B. Watersupplyandsanitationservicesarebroadlyconceivedashugesocietalenterprise.Itsdaytodayneedanditsrequirementforlotsofdaytodayactivitiesforallsectorsofsocietymakesitaimportant
partofurbanecology.Reliableandefficientwatersupplyisgoodmeasureofadevelopedandhealthy
society.
ForanexampleifwecomparethewatersupplyandsanitationsystemofEuropeancitiesandcitiesof
developingnationslikeKathmanduwecanseehugedifferenceinqualityofservicewhichreflectsthe
developmentconditionofsociety.
C. Theprovisionofwaterandsanitationservicesisverycapitalintensive.Moreover,inmanycasesthereare significant economies of scale, and the physical capital tends to be longlived. This has several
important implications. It iscritical togetthe investmentplanningdecisions rightbecauseonecan
makebigmistakesbyoverbuilding,bybuildingtoofarinadvanceofdemand,bybuildingfacilitiesthat
noonewants,orbyfailingtomaintainandoperatesuchcapitalintensivefacilitiesefficiently.
Foranexample,inKathmanduValley,wherewatersupplyisintermittent,majorcauseforinefficient
distributionofwaterislackofeffectivevalvesystem.Duetothesehouseholdsnearthereservoirare
always getting excess water while those away from it are getting none at all. Although initial
investmentmaybeonhigherend,usingvalveandtwopipesystemsmaybeabetterchoicehere.
D. Household demand for very small quantities of drinking water is extremely price inelastic becausepeople must have water to live. If there are no other sources of water, the amount of money
someone will pay for 34 liters of water per day is limited only by his/her income. This extremely
inelasticdemandforsmallquantitiescoupledwithshortagesofwatersupplycancombinetocreate
situationsinthedevelopingworldthatarebeyondtheexperienceofpeopleinrichercountries.
Forexample,insomeplacesinruralTanzaniaa20literbucketofwatercancostadayswagesofan
unskilled laborer. Youcantakeyourchoice:walkalldayforwater,orworkallday inthefieldsand
buyabucketofwater.
E. Thefactthatthepriceinelasticityforsmallquantitiesofwaterissolow,andtheprovisionofservicesis very capital intensive, the water supply system provides large opportunities for bribery and
kickbacksonconstructioncontractsandequipmentpurchases. Theseproblemsgreatly increasethe
transactioncostsofdoingbusiness,andthusthetotalcostofprovidingimprovedwaterandsanitation
servicesinmanydevelopingcountries.
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ForExample,oneofthecauses forcost increaseandsubsequentdelay inconstructionofMelamchi
WaterSupplyProjectisduetocorruptionduringvariousphasesofconstruction.
F. Water isverydifferent than electricpowerwhen itcomes tostorageand transport.Thestorageofwaterisrelativelyeasy,whiletransportingwaterlongdistancestourbancentersisexpensivebecause
waterissovoluminous. Withelectricity,bycontrast,storageisexpensiveandtransportationiseasy.
Becausewater
is
typically
expensive
to
transport
long
distances,
it
can
be
prohibitively
expensive
to
providecustomerswithveryhighlevelsofservicereliability.
3.2FinancialandEconomicAnalysis
3.2.1WithandWithoutProjectCases
Afterchoosingthebestamongalternatives,thenextstepistotestthefinancial and economic viability of
the project, which is the chosen, leastcost alternative. The initial step in testing the financial and
economicviabilityofaprojectistoidentifyandquantifythecostsandbenefits.
To identify project costs and benefits and to compare the net benefit flows, the withoutproject
situationshouldbecomparedwiththewithprojectsituation.Thewithoutprojectsituation isdifferentfrom
thebeforeprojectsituation. Thewithoutproject situation is that one which would prevail without the
project visvisfactors likepopulation increase.Aswater isgettingscarcer,thewaterusepatternandthe
costarealsolikelytochange.
3.2.2FinancialVsEconomicAnalysis
Financial
and
economic
analyses
have
similar
features.
Both
estimate
the
net
benefits
of
an
investment
projectbasedonthedifferencebetweenthewithprojectandthewithoutprojectsituations.
However, the concept of financial net benefit is not the same aseconomicnetbenefit. Whilefinancial
netbenefitprovidesameasureofthecommercial(financial)viabilityoftheprojectontheprojectoperating
entity,economicnetbenefitindicatestherealworthofaprojecttothecountry.
Financialandeconomicanalysesarealsocomplementary. Foraprojecttobeeconomicallyviable,itmustbe
financially sustainable. If a project is not financially sustainable, there will be no adequate funds to
properly operate, maintain and replace assets; thus the quality of the water service will deteriorate,
eventuallyaffecting
demand
and
the
realization
of
financial
revenues
and
economic
benefits.
It has sometimes been suggested that financial viability not be made aconcernbecauseas longasa
projectiseconomicallysound,itcanbesupportedthroughgovernment subsidies. However, in most cases,
governments face severe budgetaryconstraints and consequently, the affected project entity may run
into severe liquidityproblems,therebyjeopardizingevenitseconomicviability.
The basic difference between the financial and economic benefitcostanalysesoftheprojectisthatthe
former compares benefits and costs to the enterprise in constant financial prices, while the latter
compares the benefits and costs to the whole economy measured in constant economic prices.
Financial prices are market prices of goods and services that include the effects of government
intervention anddistortions inthemarketstructure. Economicpricesreflectthetruecostandvaluetothe
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economy of goods and services after adjustment for the effects of government intervention and
distortions in the market structure through shadow pricing of the financialprices. Insuchanalyses,
depreciationcharges,sunkcostsandexpectedchangesinthegeneralpriceshouldnotbeincluded.
In financial analysis, the taxes and subsidies included in the price ofgoodsandservicesareintegralparts
offinancialprices,buttheyaretreateddifferently ineconomic analysis. Financialandeconomicanalyses
alsodiffer
in
their
treatment
of
external
effects
(benefits
and
costs),
favorable
effects
on
health
and
the
UFW
ofaWSP.
Economicanalysisattemptstovaluesuchexternalities,healtheffectsandnontechnicallosses.
3.2.3Financialvs.EconomicViability
Thestepsindeterminingthefinancialviabilityoftheproposedprojectinclude:
(i) Identifyingandquantifyingthecostsandrevenues;
(ii) Calculatingtheprojectnetbenefits;
(iii) Estimatingtheaverageincrementalfinancialcost,financialnetpresentvalueandfinancialinternalrate
ofreturn(FIRR).
TheFIRR istherateofreturnatwhichthepresentvalueofthestreamof incrementalnetflows infinancial
prices iszero. If the FIRR isequal toor greater than the financial opportunitycostofcapital, theproject is
consideredfinanciallyviable. Thus,financialbenefitcostanalysiscoverstheprofitabilityaspectoftheproject.
Thestepsindeterminingtheeconomicviabilityofaprojectincludethefollowing:
(i) Identifyingandquantifying(inphysicalterms)thecostsandbenefits;
(ii) Valuingthecostsandbenefits,totheextentfeasible,inmonetaryterms;and
(iii) Estimating the EIRR or economic net present value (NPV) discounted at EOCC = 12% by comparing
benefitswiththecosts.
The EIRR is the rate of return for which the present value of the netbenefit stream becomes zero, or
at which the present value of thebenefit stream is equal to the present value of the cost stream. For
aprojecttobeacceptable,theEIRRshouldbegreaterthantheeconomicopportunitycostofcapital.TheBank
uses12%
as
the
minimum
rate
of
return
for
projects;
but
for
projects
with
considerable
no
quantifiablebenefits,10%maybeacceptable.
3.2.4ProceduresforEconomicAnalysis
The economic analysis of a Water Supply Projects (urban or rural) has to follow a sequence of
interrelated steps:
A. DefiningtheprojectobjectivesandeconomicrationaleUnderthiswillbedefiningthemaingoaloftheproject,whyitisneededandhowitwillbeachieved.
To acquire theknowledgeabout the physical features,present situation regarding existing facilities
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andtheiruseconstraints(ifany)againsttheiroptimaluse,thecommunitiesandtheirsocioeconomic
conditions,surveysandfieldvisitsneedtobedone.
Foranexample if thearea is ruralorbasedoneconomiccondition of thehousehold in thearea,a
community taps serving few household may be more beneficial socioeconomically than providing
individualtaps
B. Demandanalysisandforecastingeffectivedemandforprojectoutputs.This is to be based on either secondary information sources or socioeconomic and other
surveysintheprojectarea.Demandofwaterisdependedonthetariffrateofwater.Thedemandof
water also fluctuates withseasonand on the timeofa day. The project needs to access the peak
demand.
C. Establishing the gap between future demand and supply from existing facilities after ensuring theiroptimum
use.
Forexampleifthefuturedemandofwaterofanarea(ascalculatedfromthesurvey)isexpectedtobe
16mlpd and existing facilities provides around 5mlpd with their optimum use then water supply
systemwhichcanprovideadditional11mlpdwillberequired.
The optimal use of facilities (if applicable) here need to be achieved through physical and policy
related measures. The physical measures are like leakage control, replacing faulty valves and
adequatemaintenanceandoperation, (unlessnewnetworksystemsareproposed forwatersupply)
etc; policy measurescan be charging an economically efficient tariffand implementing institutional
reforms.
D. Identifying project alternatives to meet the above gap in terms oftechnology,process,scaleandlocationthroughaleastcostand/orcostEffectivenessanalysisusingeconomicpricesforallinputs.
This includesshort listingand identifyingthe leastcostalternativeofachievingtherequiredoutput.
Allthelifecyclecosts(marketandnonmarket)associatedwitheachalternativearetobetakeninto
account.
Thealternativesarenottobeconfinedtotechnicalorphysicalelementsonly,e.g.,groundwateror
surface water, gravity or pumping, large or small scale, etc. They can also include activities due to
policy measures, e.g. leakage detection and control, institutional reforms and managerial
reorganization.
Foranexample,weassumethatcitiesneartheseascaneasilyaddress itswaterneed.Butmostof
thetimeitisactuallycheapertouseothersourcesofwaterthantopurifyandremovesaltfromthe
sea water (the process known as desalination) and distribute the desalinated water to higher level
(sincesealevel liebelownormalland level).Theleastcostanalysisofdifferentprojectswillreveal if
thewatersupplyprojectisfeasibleenoughtoimplementornot.
E. Identifying benefits, both quantifiable and nonquantifiable, and determining whethereconomicbenefitsexceedeconomiccosts.
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Foranexample,whenthedamwasproposedforconstruction intheNarayaniRiver inChitwan,the
financialstudyrevealedthattheprojectwouldreallytakealongtimetoattainthefinancialbreakeven
state.Buttheprojectwasconsideredeconomicallyfeasibleduetofollowingreason
Withthenewirrigationnetwork,thefarmerswillbeabletoproducemorecrops,whichwillresultinincrease ineconomicactivityand farmersenduppayingmore taxes.Alsoasasocialbenefitnation
willget
more
food
yield.
These
non
market,
economic
and
social
benefits
cannot
be
easily
quantified
butthesefactorsareconsideredforanalyzingofeconomicbenefitsoftheprojects.
Generally,iftheaverageincomeofthefarmersintheareabeforetheprojectis5000permonthandifduetotheprojecttheycould increasetheircropyieldandearn incomeofaround15000permonth
then10000 isconsideredaseconomicbenefitoftheproject. Intheabovecase ifthefarmerearns
10000 more it is assumed that certain% (say 1020% i.e. 1000 to 2000) of the earned income will
returntogovernmentintheformoftaxpaidwhichisconsideredasfinancialgaininthecaseofstate
projects
F. Assessing whether the projects net benefits will be sustainablethroughout the life of theproject
through
cost
recovery,
tariff
and
subsidy
(if
any)
based
on
financial
(liquidity)
analysis
and financialbenefitcostanalysis.
Thebenefitsofthewatersupplyprojectsaremoreeconomicalandsocialthanfinancialbutgiventhat
it isthestatewhichgenerally invests inwatersupplyprojectswhich lowpriorityof financialreturn.
But for water supply projects to be sustainable, the operation and maintenance cost and future
upgrading cost has to be provided by the end users. Failing to achieve this will make the project
unfeasibleevenatcostofitssocialbenefits.
In case of above example of water supply for irrigation in Chitwan thorough Narayani river, the
farmershas
to
pay
the
charges
for
using
water
for
irrigation.
Prices
are
charged
as
per
unit
of
land
irrigated.ThiscostcollectedshouldcovertheO&Mcostoftheprojectsotheproject is financially
sustainablethroughoutthelifeofproject.
G. Testingforrisksassociatedwiththeprojectthroughsensitivityandriskanalyses.IncalculatingtheEIRRorENPVforWSPs,themost likelyvaluesofthevariablesare incorporated in
the cost and benefit streams. Future values are difficult to predict and there will always be some
uncertaintyabouttheprojectresults. Sensitivity analysis is therefore undertaken to identify those
benefit and costparametersthatarebothuncertainandtowhichEIRRandFIRRaresensitive.
AsensitivityindicatorshowsthepercentagechangeinNPV(or EIRR) to the percentagechange in a
selectedvariable.Ahighvaluefortheindicatorindicatesprojectsensitivitytothevariable.Measures
minimizing against major sources of uncertainty are incorporated into the project design, thus
improvingit.
For an example some of the variable that may affect the water supply projects includes long term
reliabilityofwatersource,WTP(Willingnesstopay)factorsoftheconsumer,thegovernmentpolicies
andeconomicabilityofthegovernment,politicalstabilityofthecountrywhichshouldbetaken into
account.
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3.3CostinvolvedinWaterSupplySystem
Assaidearlier,developmentofwatersupplysystemisextremelycapitalintensive.Thetreatmentanddelivery
ofwatertothehouseholdsandremovalandtreatmentofthewastewatergeneratedcostseriousmoney.The
financialbenefitsachievedarealsolowbuttheeconomicalbenefitsthatthewatersupplyprojectsprovideare
of major importance. It is the main reason why water supply projects are mainly carried out by the
government.The
private
sectors
(whose
main
goal
is
profit)
hence
generally
refrain
for
water
supply
projects
unlesslowinterestdonationsandgrantsareinvolvedintheproject.
3.3.1MarketCosts
Theeconomiccostsofprovidingahouseholdwithmodernwaterandsanitationservicesarethesumofseven
principalcomponents:
A. Opportunitycostsofdivertingrawwaterfromalternativeusestothehousehold (orresourcerents)If,forexample,adrinkingwaterprojectuses raw water diverted from agriculture, theuseofthis
water
for
drinking
will
result
in
a
loss
for
farmers.
These
costs
are
measured
as
the
opportunity
cost
of water which, in this example, equals the benefits foregone of the use of that water in
agriculture.
B. StorageandtransmissionofuntreatedwatertotheurbanareaThis includes cost in construction and operation of infrastructure used for trapping and storing
(pumps,dams)thewatersourceandtransmissionofthewatertotheareaofdistribution.
C. TreatmentofrawwatertodrinkingwaterstandardsThemostcommonlyadoptedandcheapmethodhereissandfiltrationandchlorination.
D. DistributionoftreatedwaterwithintheurbanareatothehouseholdMakingSupplyNetworkandprovidinghouseholdconnectionsofthetreatedwatercompriseamajor
costcomponent.
E. Collectionofwastewaterfromthehousehold(seweragecollection)F. Treatmentofwastewater(sewagetreatment)G. Anyremainingcostsordamagesimposedonothersbythedischargeoftreatedwastewater(negative
externalities).
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Table1.Costestimates:improvedwaterandsanitationservices
No. Costcomponent US$perm3 %oftotal
1 Opportunitycostofrawwatersupply 0.05 2%
2 Storageandtransmissiontotreatmentplant 0.15 6%
3 Treatmenttodrinkingwaterstandards 0.15 6%
4 Distribution of water to households (including
houseconnections)
0.75 30%
5 Collection of waste water from home and
conveyancetowastewatertreatmentplant
1.00 40%
6
Wastewatertreatment
0.35
14%
7 Damages associated with discharge of treated
wastewater
0.05 2%
Total 2.50 100%
Table1presentssome illustrativeaverageunitcostsforeachofthesesevencostcomponents,expressed in
U.S.dollarspercubicmeter. Thecostestimates inTable1 includebothcapitalexpensesandoperationand
maintenanceexpenses. Thecalculationofannualcapitalcostsusesacapitalrecoveryfactorof0.12,assuming
adiscountrateof10%andanaveragelifeofcapitalequipmentandfacilitiesof20years.
Theunitcostsofthesedifferentcostcomponentscouldvarywidely indifferent locations.Forexample, ina
locationwithabundantfreshwatersupplies,item1(theopportunitycostofdivertingwaterfromexistingor
future users to the potential target group) and item 7 (the damages imposed by the discharge of treated
wastewater) may, in fact, be very low or even zero. However, in more and more places these opportunity
costsassociatedwithwaterdiversionandtheexternalitiesfromwastewaterdischargearebeginningtoloom
large.
Some
cost
components
are
subject
to
significant
economies
of
scale,
particularly
storage
and
transmission
(item2),thetreatmentofrawwatertodrinkingwaterstandards(item3),andthetreatmentofsewage(item
6).Thismeansthatthelargerthequantityofwaterorwastewatertreated,thelowertheperunitcost.Onthe
other hand, some cost components are experiencing diseconomies of scale. As large cities go farther and
fartherawayinsearchofadditionalfreshwatersupplies,andgoodreservoirsitesbecomehardertofind,the
unitcostofstoringandtransportingrawwatertoacommunity increases.Therearealsotradeoffsbetween
differentcostcomponents:onecanbereduced,butonlyattheexpenseofanother.Forexample,wastewater
canreceiveonlyprimarytreatment,whichismuchcheaperthansecondarytreatment;butthenthenegative
externalitiesassociatedwithwastewaterdischargewillincrease.
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Theopportunitycostsofrawwatersupplies(item1)arestillquitelowinmostplaces,ontheorderofafew
centspercubicmeter.Even inplaceswhereurbanwatersuppliesarediverted from irrigatedagricultureor
valuableenvironmentalassets,theunitcostswillrarelybeaboveUS$0.25percubicmeter.
Rawwaterstorageandtransmissionandsubsequenttreatment(items2and3)willtypicallycostUS$0.30per
cubic meter. Within a city, the water distribution, collection and conveyance of sewage to a wastewater
treatmentplant
(item
5)
is
even
more
expensive
than
the
water
distribution;
this
will
cost
about
US$1.00
per
cubic meter, 40% of the total cost. Secondary wastewater treatment (item 6) will cost about US$ 0.35 per
cubic meter. Damages resulting from the discharge of treated wastewater are very sitespecific, but
environmentalistscorrectlyremindusthatthattheycanbesignificant.
Asshown,totaleconomiccostscomestoaboutUS$2.50percubicmeterinmostlocation.Howeverthisvalue
isboundtochangedependingonvariousfactors.Forexample,insmallcommunitiesinthemountainousareas
ofUpperNepal,costofWaterandSanitaryservicescaneasilybedoubleor tripletheseamountspercubic
meter.(Source:DesigningOptimalWaterSupplySystemforDevelopingcountries)
Otherfactors
which
affect
the
economic
cost
of
water
includes
the
following:
3.3.2NonMarketCosts
Subsidies
Generally inDevelopingCountries,thesubsidiesprovidedtoconsumersofwaterandsanitationservicesare
not only huge, but also regressive. It is often not politically desirable for the majority of people to
understand that middle and upperincome households, who generally use more water, are thus actually
receivingthemostbenefitfromsubsidies.Mostfundamentally,poorhouseholdsareoftennotconnectedto
theW&S
network
at
all
and
hence
cannot
receive
the
subsidized
services.
Even
ifthey
do
have
connections,
thepooruselesswaterthanricherhouseholds,thusreceivinglowerabsoluteamountsofsubsidy.
For an example, the tariff rate of water for Nepal is among lowest in Asia due to subsidy provided by
GovernmentwhichstandasRs80forunmeteredtapsandmaximumof250(Rs50forsewerage)formetered
taps.ThepeopleofKathmanduareunwillingtopaymoretariffsforwatersupplyduetounreliabilityofthe
service.Thiscoupledwithhighratiooflossduetoexistinguseofoldpipeisleadingtofailureofexistingwater
supplysysteminitssocialgoalandfinancially.
SustainabilityCost
Itcanbereferredcostadded toensurethe futureavailabilityof resourceandensure itssustainability.This
specially applies to ground water whose excessive use can decrease the ground water table, making the
groundwaterdifficulttoobtainornotavailableatallinthefuture.Hence,tocopewithsuchsituation,special
costcalledScarcityPremiumisaddedtotheresources.
EnvironmentalCost
Thisincludesthecosttocompensatefortheenvironmentalimpact(ifany)resultingduetouseofwaterfrom
thesourceandduetowastewaterdischarge.
Foran
example,
using
water
from
the
wetland
for
irrigation
may
disturb
the
ecosystem
of
the
wetlands.
The
environmentalcosthelpstocompensateforsuchimpacts
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3.4CostRecovery
In general, the cost of the water supply project is expected to be recovered by increasing the tariff rate.
Whereas there is cost recovery in most of the countries (Capital, O & M, Debt services etc), in developing
countries
it
is
not
always
so.
The
greater
gap
between
cost
and
prices
leads
to
lower
service
reliability
and
sustainability.
Most of the time, in developing countries, the cost of the project is not expected ot be recovered. The
government invests itsowncapital for the project,and the cost collected is used to cover thepresent and
future operation and maintenance goals only. The goal here is to achieve economic feasibility rather than
financial.
CHAPTER4|WATERSUPPLYSYSTEMINKATHMANDU
4.1WaterSupply
In KMC, water is supplied by Nepal Water and Sewerage Corporation (NWSC) and private tanker services.
Besides these there are few community based supply system for specific towns and villages. For example
Siddhipur Water Supply project carried out by combined effort of NGOs, Community and Local level
Governemnt. Inadditiontothat,many industries,hotels,hospitalsanda largenumberofhouseholdsusea
hugeamountofgroundwaterextractedbypumping.
The
existing
water
pricing
policy
in
the
Kathmandu
is
partly
based
on
block
rate
tariff(BRT)
mechanism,
althoughtheusersschargefailstocoverthecostofservicesortogeneraterevenueforevvectivetreatment
of available water supply and augment new water sources. In KMC, the tariff rate charged by NWSC is as
follows
4.2Currentdrinkingwatertariffs
Pipe
size
(in
inch)
Minimum
consumption
(ltr)
MinimumtariffinNRs Effective from 17th
September 2004 as per volume
ofwater(priceper1000Liters)
Household
Government,Institutional&
public
Commercial&
industrial
Household Government,institutional&
public
Commercial&
industrial
10,000 50 50 50 15 15 15
27,000 810 810 810 30 30 30
1 56,000 1,680 1,680 1,680 30 30 30
1.5 155,000 4,650 4,650 4,650 30 30 30
2 320,000 9,600 9,600 9,600 30 30 30
3 881,000 26,430 26,430 26,430 30 30 30
4 1,810,000 54,300 54,300 54,300 30 30 30
ForthosehouseholdwhodoesntowemeterhavetopayminimumRs552.00/month.
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WatersuppliedbyNSWCorprivatetankersorextractedandusedbyvarious institutionsorhouseholdsare
neither controlled by a uniform law nor well managed by the existing institutions. It was nationally and
internationallyacceptedthattheproblemofwatersupplybothinquantityandqualityarebasicallyduetothe
organizational and functional weakness of the major supplier of water, namely, Nepal Water Supply and
Sewerage Board which was reorganized as Nepal Water Supply Corporation in 1989 (NWSC). In order to
improve
the
situation,
donors
expressed
the
opinion
that
HMG/Nepal
should
bring
in
a
private
operator
(PO)
to manage the water system assets and made this a condition for loans and grants. Taking this fact into
consideration,HisMajestyofGovernmentofNepal(HMG/N)thenproposedthreemajorreformsanddecided
Tobringinprivatecompanytomanagethewatersupplystaffandequipment Torepair,upgradeandexpandthepresentwatersupplynetwork;and ToconstructatunnelfromtheMelamchivalleytobringinmorewater.
Allthesereformsrequiredahugeamountofmoney.Thetotalcostofthereformwasestimatedtobearound
US$
468
million
and
is
expected
to
be
financed
by
loans
(59%),
grants
(11%)
and
HMG/N
(30%)
to
be
spent
between2002and2007.Thisappearstobeaveryexpensiveproject(US$300perpersoninthevalley).The
rolesofpublicandprivatesectorsintheabovereformprocesscanbeunderstoodclearlyfromthefollowing
allocationsoffunds:
ForprivatecompanyUS$4milliontobespentundercertaincondition ForsystemupgradingUS$136million ForMelamchitunnelUS$328million
CHAPTER5.0|MELAMCHIWATERSUPPLYPROJECT
5.1Background
In 1988, the Government of Nepal decided that a tunnel should be built from the Melamchi Valley to the
Kathmandu Valley to improve the water supply in Kathmandu, Nepals capital city. The Melamchi Water
SupplyProject(MWSP)wasinitiallyfundedbya$71millionloanfromtheWorldBank.However,sevenyears
latertheprojectstalledwhenitwasrevealedthatafractionofthisamounthadactuallybeenspent.
TheWorldBankdemandedthatanoperatorfromtheprivatesectorbebroughtinbeforefurtherfundingwas
offered. This condition remained when the World Bank withdrew and the Asian Development Bank (ADB)
becamethemaindonor.By2006,SevernTrentWater Internationalwastheonlycompanytohavemadea
validbidfortheproject.
TheMWSPwasanexpensiveprojectfundedbyanextensiveforeignloan,whichthegovernmentwouldhave
to repay. The tunnel was taking years to happen and there was concern that the ordinary people of
Kathmandu,especiallythe40,000poorcitizens livingwithoutawaterconnection,wouldhavenosay inthe
designandplanningoftheprojectandnoshareinitspotentialbenefits.
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Since1973,thegovernmentofNepalhasdoneseveralstudiesandimplementedtheschemestofindoutthe
bestsolutiontomeetthewatersupplydemandfortherapidgrowthofpopulationintheKatmanduvalley.In
1988,morespecificpre feasibilitystudieswerecarriedoutforthewatersupplysourcesforthevalley.Based
onthesestudies,theMelamchischemewas identifiedas thebest longtermsolution tosolve theconstant
watershortageinthevalley.Subsequently,in1997,thegovernmentestablishedtheMelamchiwaterLimited
to
seek
funding
for
and
implement
the
Melamchi
Water
Supply
Project.
In
1998,
it
was
replaced
by
the
MelamchiWaterSupply Development Board (MWSDB)while somekeydonors,suchasAsianDevelopment
Bank, Governments of Japan and Norway took interest in funding the project. Currently the government,
throughMWSDBisimplementingtheproject.
5.2Introduction
MelamchiWaterSupplyProject ismuchdebated
megaproject.Theprojectwasvisualizedin1973.
It is an alternative to address acute water
problems of Capital Kathmandu. The Project is
located in Sindhupalchok District, but covers
Kavrepalanchok, Kathmandu, Lalitpur and
Bhaktapur.5100MillionLitterswaterperdaywill
bedivertedfromsnowfedMelamchi, Larkeand
YangririverstoKTM.InKathmandu,perday180
MillionLiterswaterisnecessary.
The Melamchi Water Supply Project and
institutional reformswerecarried forward in the period inaccordancewith thegovernments twopronged
strategytoachievesustainableandconsumerorientedwatersupplyandsanitationservicesintheKathmandu
Valley.
TheMelamchiWaterSupplyProjectwillbeimplementedwithhighprioritytoprovidealongtermsustainable
bulk water supply in the Kathmandu Valley. The tunnel excavation works will be carried forward and
remaining road works are also being completed. Preparatory works will also be undertaken towards the
constructionofa170MLDWaterTreatmentPlant inKathmanduValley.Theoperationsofthewatersupply
andsanitation
services
will
be
handed
over
to
the
Kathmandu
Upatyaka
Khanepani
Limited
(KUKL).
A
major
program for repair, replacement,rehabilitationandexpansionof theageolddistributionsystem isplanned
andbeingworkedouttocontrolleaks.Institutionalefficiencywillalsobeincreased.
5.3ProjectAimsandObjectives
Withthestartingoftheproject,ithadfollowingobjectives:
SolvethechronicwatersupplyshortageandimprovethewatersupplyinKathmandu(KTM) Valley Rehabilitateand/orreplaceexistingwatersupplynetworkandassociatedequipment
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Provideaccesstocleanandsafewatersupplyensuringgoodhealthsanitation Establishefficientwatersupplynetworkingsystemonasustainablebasis Reducewaterpollutionthroughestablishmentofsewer andwastewatertreatmentplants To improveriverecology,religioussites,andculturalGhats locatedatriverbanksbyaugmentingwater
flowat
Bagmati
and
its
tributaries
ToexpandthedepletinggroundwatersourcesofKTM5.4MWSP:CostEstimation
The total project cost was originally estimated at US$464 million; JBIC,Norway and Sweden agreed toco
financetheproject.Tunnelconstructionwouldcover32%ofthetotalcost,rehabilitationofthenetwork,46%,
and the management contract plus institutional reforms, 4%. The World Bank earlier agreed to provide
financialsupporttothePSPprocessbutpulledout inmid2002;ADBthencame intohelppreparea5year
managementcontract.
Themaincostitems(basecosts)aretheMDS($74.29million),WTP($39.33million),BDS($48.47million),and
thedistributionnetworkimprovements($65.95million).Thefollowingtablegivesasummaryoftheestimated
costs:
ItemForeign
Exchange
Local
CurrencyTotalcost
A. Base
1.InfrastructureImprovements 193.03 83.36 276.39
2.SocialandEnvironmentalSupport 2.10 10.34 12.44
3.Institutionalreforms 1.80 0.76 2.56
4.ProjectImplementationSupport 24.89 7.74 32.63
Subtotal(A) 221.82 102.2 324.02
B. Contingencies
1.Physical 22.20 10.20 32.40
2.Price 21.40 9.40 30.80
Subtotal(B) 43.6 19.6 63.2
C.
Interestduring
Construction
and
Fees
7.60
33.20
40.80
D. Taxesandduties 0.00 36.00 36.00
Total 273.00 191.00 464.00
Percent 58.80 41.20 100
FullcostrecoveryforurbanwatersuppliesisamongthereformsinstitutedthroughtheMelamchiproject.In
2004, the government decided to increase prices annually by 15%. For the past two years the tariff has
remainedthesame,whichmeansthenext increasewouldbeawhopping30%.ConsumerspayingRs50for
10,000liters,
for
instance,
would
have
to
pay
Rs
66.
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Sector
AvailableBudget BudgetRequiredas
perThreeYear
InterimPlan
ResourceGap
FY 000
Waterand
Sanitation
Sector
2007/08 2316231 4270234 1954003
2008/09
2547854
6618883
4071029
2009/10 2802640 6618883 3816243
Total 7666725 17508000 9841275
The estimated project cost is US$ 465 million. The Donors for the project are ADB, JBIC (Japanese Bank of
International Cooperation), NORAD (Norwegian Agency for International Cooperation), SIDA (Swedish
InternationalDevelopmentCooperationAgency.AsianDevelopmentBank(ADB)iskeydonorandfundingon
followingcomponents:
A. ConstructionB. SocialandEnvironmentC. Consultant
ThemainloanfortheprojectwillbeprovidedbyAsianDevelopmentBank.TheloanofSpecialDrawingRight
(SDR) 93,253,000.00 ($120.0 million equivalent)willbeprovidedwith a termof30 years including agrace
period of 8 years, and an interest charge of 1% per annum during the grace period and 1.5% per annum
thereafter.TheADBfundsfortheProjectaswellasallotherfundswillbeprovidedtotheutilityinanequal
mixofloanandgrant.Interestfortheloanwillbeat8%perannumrepayableover20yearsincluding7years
ofgrace.
5.5FinancialAnalysis5.5.1CostRecoveryPolicyandAssumptions
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Duringthepreprojectperiod,averagetariffsareexpectedtorise fromNRs6.9/m3 in2000toNRs12.8/m3 in
2006(in2000prices)tomeetcashO&Mcostsaswellas
private operator and regulatory costs. The financial
projectionsassume:
Improvedcollectionefficiency; Meteredstandpipeschargedatthelifelinerate; Usersmeetingpaymentobligations; Groundwater charges for nondomestic
consumers;
Wastewaterchargedasa50%surchargeonthewater tariff. Postproject, average tariffswill be
nrs23.0/m3 by 2008, adequate to cover O &M,
debt
servicing,regulatory,
and
private
operator
costs. All nondomestic use of groundwater is
assumedtoceaseby2008.
5.5.2FinancialInternalRateofReturn
The overall financial internal rate of return for the
Projectis
4.7%.
This
may
be
compared
with
aweighted
averagecostofcapitalfortheProjectof0%,wherethe
onlending rate is 8% and domestic inflation is 8%
resulting in a real interest rate of 0%. Similar to other
urbanwatersupplyprojects,thefinancialinternalrateof
return showed sensitivity to increases in capital costs
andrevenues.
5.5.3FinancialSustainability
Thereare
mainly
three
aspects
of
financial
sustainability
inconnectionwithMWSP:
(i) Project funding and fiscal impact on government
budget.WSPsarefrequentlyfundedbythegovernment
and full cost recovery especially from poor water users may not be possible even for their basic minimum
needs.
(ii)Fullorpartialcostrecoveryofprojectcostsfromprojectbeneficiaries.WSPs,likeprojectsinothersectors,
canhardlybesustainedongovernmentsubsidyalone,withouttherevenuegenerationfromthesectoritself.
Costrecoveryandproperdesignofwatertariffbasedonthecostsofsupplyarerequired.
WTPandCostrecovery
In1989,The town in Indonesiawasfacingwith
sameproblemascurrentlyfaced inKathmandu.
The water supply system was unreliable,
inefficient and owning to these facts people
were unwilling to pay more tariff for water
supply. Although water use was 38 m3 per
household,therewas largenoofhouseholdnot
getting water at all and those getting it ware
misusingitowningtolowtariff
The old water supply system was becoming a
failureinitssocialgoalandfinancialparttoo.
To improvethissituation, thegovernmentafter
heavy investment, introducedanewer,efficient
andreliablewatersupplysystemtothecity.The
tariff was increased by 115%for domestic use
and 170% for non domestic use. Given the
reliabilityandeffectivenessofnew services the
peoplewerewillingtopayforit.
Theincreaseintariffratemadetheconsumption
ofwaterperhousehold todropform38m3per
month to 27 m3per month. The water loss in
new systemwas significantly lesserandproject
was successful both economically and
financially.
Hence Willingness to Pay (WTP)factorplays a
major role incost recoveryofprojectandprice
increase with proper and reliable service
increasesthepeoplesWTPfactor
(Developing optimized water supply system for
developingcountriesbyGraceUkoliOnodipe)
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(iii)Financialincentivesarenecessarytoensureparticipationintheprojectofallstakeholders.Inthecontext
ofaWSP,theparticipantsinclude:
lenderswholendmoneyforcapitalinvestment guarantors who guarantee the loan (In public projects like WSPs, the government is often the
guarantor)
suppliers
of
inputs
to
the
project
users of project output (households/industries); and the organization which sponsors and runs theproject(waterenterprise)
5.6EconomicAnalysis
5.6.1withandWithouttheProject
The withoutproject option offers a very miserable scenario for Kathmandu Valley. Since NWSC would be
unable tomeetdemand,pipedwaterdeliverywouldcontinue tobe limited to less than2hoursevery two
days, pressures and water quality would be poor, and inequality would persist for water distribution.
Therefore,theeconomicpriceofwaterwouldrisefromNRs40/m3currentlytoNRs110/m3in2012.
A number of alternative options, including invalley storages were considered, but were found to be
impractical because of various shortcomings, such as high financial and social costs, low yield, and other
problemsassociatedwithpopulationdensityand landuse.Theproposeddesign involvesa lowleveltunnel,
no
impoundment
storage,
and
no
hydropower,
and
was
considered
a
leastcost
and
least
environmentally
disruptiveoption.Furthermore,itretainstheoptionforlowcostgravityexpansionofsupplyfromtheYangri
andLarkeriversandinvalleystorageinthefuture.
5.6.2EconomicInternalRateofReturn
Theeconomicevaluationassumesbaseeconomiccostsof$322millionandincrementalO&Mcostsat1%of
totalcostsplus$0.04/m3ofwaterproduction.Astandardconversionfactorof0.9isassumed.Totalcostsare
highbecause
of
the
need
to
provide
asound
basis
for
future
expansion.
Benefits
are
estimated
at
NRs1,500
million/yearinitiallyandincreasetoaboutNRs6,000million/yearinsubsequentyears.
Theeconomicinternalrateofreturn(EIRR)fortheProject(with170MLDcapacity)is13.5%,whiletheEIRRfor
thefulldevelopmentis15.3%.TheEIRRwastestedforsensitivitytotarifflevels,waterlosses,incomegrowth,
nondomestictariffs,andcapitalcosts.TheEIRR isestimatedtobe10.1%atthecurrentwater loss figureof
40%,11.9%withrealincomegrowthreducedto1%peryear,12.9%witha50%decreaseinthenondomestic
tariffs,and12.6%witha10%increaseincapitalcosts.
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5.7ProjectBenefit
TheProjectsprimarytargetpopulationisthe1.5millionpeople(180,000households)livingintheKathmandu
Valley. The urban inhabitants will benefit from improved water supply services with better water quality,
increasedquantity, improvedsupply,extendedserviceareas,moreequitablewaterdistribution,andbetter
customerservices.Thesebenefitswillgohandinhandwithraisedpublichealth,hygiene,andenvironmental
awareness,
and
improved
sanitation
facilities
and
maintenance.
The
Project
will
also
accumulate
positive
socioeconomicandpovertyreductionbenefitstotheMelamchiValleypopulation(40,000).Thesewillinclude
increased incomes from the expanded market and upgraded skills, reduced workload for women, better
educationforchildren,andreducedincidenceoftraffickingofgirls.
Benefittothosepeopleresidingintheareabygettingadequatesupplyofwater Water supply within the context of comprehensive water resource management, institutional and
sectoradministrationresponsibilities,
Levelsofserviceincludingthosetotheurbanpoor Capitalinvestmentmechanismsanddevelopmentplans Privatesectorparticipation Subsidiesandcostrecoveryobjectives Humanresourcesdevelopment Publicawarenessandhygieneeducation Promotes the efficient use of potable water, with less ground water extraction, resulting in
environmentalbenefits
Withtheintroductionoftheprojectandthesystemupgrade,peoplewouldbewillingtopaymoreforthefacility,helpingineconomicfeasibility.
5.8Other
factors
5.8.1IssuesinMelamchiImplementation
Breakevenpointwilltakemanyyearstoachieve Expensiveconsume80%oftotalinvestmentonwater DiversionofMelamchirivereffectsthelivelihoodofpeopleandecologyofthearea
5.8.2Impactonpoverty
Socioeconomic surveys conducted during project preparation suggest that about 20% of households in
KathmanduValleyliveinpoverty,withincomeslessthanNRs6,000permonth.Themajorprojectbenefitsare
savingsandincrementalbenefitsaccumulatingtowaterusersandtotheeconomy,fromtheimprovedwater
supplyandmanagement.Anexaminationofthedemandcurves indicatesthatthenetbenefitaccruingtoa
poorhousehold (benefit lesstariffpaid) isaboutthesameasthataccruingtoanotsopoorhousehold,but
thecompositionofthebenefits isdifferent.Thepoorhouseholdhasasmallabsolutesavingsbenefitanda
large absolute incremental benefit. Assuming a single rate tariff, the distribution of the net benefits to
consumers isaboutequaltothedistributionofthepopulation.However,therelative impactonthepoor is
better,with impact ratios ofnetbenefit over incomeestimatedat1.6 for thepoorand0.4 for thenotso
poor.Assumingasteppedtariffstructure,theimpactratioforthepoorincreasesto1.8,whilethatforthenot
sopoor
decreases
to
0.3.
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5.11Costestimates
Theprojectisestimatedtocost$464million includingcontingencies,interestduringconstruction,andtaxes
andduties.Foreignexchangecostsareestimatedat59%oftotalcosts,localcurrencycostsat41%.
CHAPTER6|CONCLUSION
The benefits achieved from water supply projects should be measured more in terms ofsocial andeconomicalfactorsratherthanfinancial
Subsidiesmayberequired forequity inwaterdistribution,butnottotheextentthatthispromotesmisuseandincreasesburdenonthesystem
Participation of local communities during both design and implementation is crucial for projectefficiency,sustainabilityandsuccess.
ProjectdesignshouldinstituteappropriateO&Mmechanismsandproperlydelineateresponsibilities. Good governance and anticorruption measures contribute to a more favorable project
implementationenvironment.
Private sector participation should be encouraged, especially in the marketing, distribution, andmaintenanceofprojectoutputs.
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REFERENCES:
1. PlanningapproachesinNepal Dr.JibgarJoshi
2. HandbookfortheEconomicAnalysisofWaterSupplyProjects AsianDevelopmentBank
3.
Report
and
recommendation
of
the
president
to
the
board
of
directors
on
a
proposed
loan
to
the
kingdomofNepalfortheMelamchiwatersupplyproject AsianDevelopmentBank
4. Designingoptimalwatersupplysystems fordevelopingcountries GraceUkoliOnodipe,B.Sc.,M.S.
5. The Economic Costs and Benefits of Investments in Municipal Water and Sanitation Infrastructure: A
GlobalPerspective Dale WhittingtonandW.M.Hanemann
6. Lecturenotes ProvidedbyDr.JibgarJoshi
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ACKNOWLEDGEMENT
Our sincere appreciation goes to Mr. Jibgar Joshi, course coordinator of Economics, for his
encouragement in preparing this seminar report. His valuable guidance, suggestions and
wholeheartedsupportishighlyappreciable.
Wehighlyappreciatetimelyassistanceprovidedbyguestlecturer,Mr.TopeBahadurBasnet for
hisvaluableguidanceandsuggestions.
We would also like to thank program coordinator Mr. Ajaya Chandra Lal, Mr. Sudarshan
Raghubanshi , Mr. Suresh G.C and Mrs. Leela Pandey for their valuable supports and
cooperation.
Last but not the least we would like to express our sincere gratitude to all our friends who
helpedustopreparethisreport.
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LISTOFACRONYMS
ADB AsianDevelopmentBank
EIA EnvironmentalImpactAssessment
NWSC NepalWaterandSewerageCorporation
NWSC
NepalWater
Supply
Corporation
KMC KathmanduMetropolitanCity
HMG HisMajestyofGovernment
WSP WaterSupplyProject
IRR InternalRateofReturn
FIRR FinancialInternalRateofReturn
EIRR
EnvironmentalInternal
Rate
of
Return
NPV NetPresentValue
WTP WillingnessToPlay
MWSP MelamchiWaterSupplyProject
MWSDB MelamchiWaterSupplyDevelopmentProject
KUKL KathmanduUpatyakaKhanepaniLimited
JBIC JapaneseBankofInternationalCooperation
NORAD NorwegianAgencyforInternationalCooperation
SIDA SwedishInternationalDevelopmentCooperationAgency
O&M OperationandMaintenance
PPP PublicPrivatePartnership
BDS BulkDistributionSystem
MLPD MillionLitersPerDay
VDC
VillageDevelopment
Committee
PO PrivateOperator
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TableOfContents
Chapter1|INTRODUCTION...................................................................................................................................2
1.1Background..................................................................................................................................................2
1.2Introduction Wateraseconomiccommodity............................................................................................2
1.3Objectives
.....................................................................................................................................................
3
1.4Scopeandlimitation.....................................................................................................................................3
1.5Methodologies.............................................................................................................................................3
Chapter2|WATERANDWATERSUPPLY..............................................................................................................4
2.1Watersources..............................................................................................................................................4
2.2Watersupplysystem....................................................................................................................................4
Chapter3.0|ECONOMYBEHINDWATERSUPPLY................................................................................................7
3.1FactorsinvolvedinwaterSupply.................................................................................................................7
3.2FinancialandEconomicAnalysis..................................................................................................................8
3.3CostinvolvedinWaterSupplySystem.......................................................................................................12
3.4CostRecovery.............................................................................................................................................15
Chapter4|WATERSUPPLYSYSTEMINKATHMANDU........................................................................................15
4.1WaterSupply..............................................................................................................................................15
4.2Currentdrinkingwatertariffs....................................................................................................................15
Chapter5.0|MELAMCHIWATERSUPPLYPROJECT............................................................................................16
5.1Background................................................................................................................................................16
5.2Introduction...............................................................................................................................................17
5.3ProjectAimsandObjectives.......................................................................................................................17
5.4MWSP:CostEstimation..............................................................................................................................18
5.5Financial
Analysis
.......................................................................................................................................
19
5.6EconomicAnalysis......................................................................................................................................21
5.7ProjectBenefit............................................................................................................................................22
5.8Otherfactors..............................................................................................................................................22
5.11Costestimates..........................................................................................................................................23
Chapter6|CONCLUSION....................................................................................................................................23
References:...........................................................................................................................................................24