PROVINCIAL GOVERNMENT MINISTRY OF TOURISM, INDUSTRY, FOREST AND ENVIRONMENT (MoTIFE) GANDAKI PROVINCE, KASKI FINAL REPORT ON MASTER PLAN FOR TOURISM DEVELOPMENT IN SWARGADWARI Pisang, Manang Ngisyang Rural Municipality, Manang SUBMITTED BY: SHELL ENGINEERING CONSULTANCY PVT. LTD. SITAPAILA, WARD NO.- 4, KATHMANDU Email: [email protected]July, 2019
100
Embed
FINAL REPORT ON MASTER PLAN FOR TOURISM DEVELOPMENT …moitfe.gandaki.gov.np/wp-content/uploads/2020/04/pdfresizer.com-p… · provincial government ministry of tourism, industry,
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
PROVINCIAL GOVERNMENT
MINISTRY OF TOURISM, INDUSTRY, FOREST AND ENVIRONMENT
Induced Contribution of Tourism Food & beverages, Recreation, Clothing, Housing,
Household goods
(Source: WTTC 2012)
Table 5-10 above shows different components of the direct, indirect and induced impacts of tourism on
local economy. The table highlights the different activities that are undertaken at the three levels of
impacts i.e. direct impacts will be accrued through the activities of accommodation or tourism transport
services, indirect contributions through expenditure on food and beverage suppliers to tourism
enterprises, whilst induced impacts will be the expenses of people working in the tourism sector (or
benefitting from the sector) within the local economy.
While visiting the proposed master plan area, the local people and local government can get direct and
indirect benefits from the visitors or tourism sector. Apart from that, nearby villages as well as the whole
nation will get an opportunity to increase an economy that helps to increase Gross Domestic Products
(GDP) of the nation. The beneficiaries may categories as Direct and Indirect benefits. The possible direct
and indirect beneficiaries of the proposed master plan project is described as follows:
5.4.3.1 Direct Beneficiaries
Direct benefit is a return that can be directly observed and is easily quantified that includes
transportation, lodging and fooding expenses during travelling period, ticket counter fee, souvenir fee,
accommodation and dining facilities expenses, and all other miscellaneous expenses done by the
foreigners as well as domestic visitors at the proposed project site.
Master Plan for Tourism Development in Swargadwari, Manang
Shell Engineering Consultancy Pvt. Ltd. Page | 41
5.4.3.2 Indirect Beneficiaries
An indirect benefit is a return that cannot be directly observed but is nonetheless realized and is not
easily computed that includes social benefits (such as contribution to community pride and identity,
stronger social networks and community connectedness), income generation in local community (that
includes porter charge, employment generation), improvement, increased property values, etc.),
revenue generation, increase in cultural and natural values of the area.
Master Plan for Tourism Development in Swargadwari, Manang
Shell Engineering Consultancy Pvt. Ltd. Page | 42
6. STRUCTURAL COMPONENTS OF THE MASTER PLAN PROJECT
The premises for the concept development of Manang Nesyang Rural Municipality as a tourism
destination were conceived to ensure long-term socio-economic benefits of tourism by making optimal
use of environmental resources, maintaining essential ecosystems and helping conserve biodiversity in
the area. It aims to prioritize fair distribution of benefits to all local residents, including stable
employment and income-earning opportunities, social services and poverty alleviation. The master plan
is based on the principles of sustainable tourism to ensure the benefits is in accord with the stakeholders
and is handed down through the generations of the local community. It proposes the structures
essential for a place with attraction to be a successful tourist destination along with the required
amenities.
6.1 COMPONENT OF MASTER PLAN
As per the site visit, the requirements of the locals were discussed and considered. The requirements
for the Conceptual Master planning in Swargadwari include:
1. Existing Settlement
2. Access to Swargadwari
3. Existing Vehicular Road
4. Tea House
5. Zen Garden
6. Proposed Bridge
7. Swargadwari Rock
8. Marsyangdi River
9. The Gate
Master Plan for Tourism Development in Swargadwari, Manang
Shell Engineering Consultancy Pvt. Ltd. Page | 43
Figure 6-1 Component of Swargadwari Masterplan
Master Plan for Tourism Development in Swargadwari, Manang
Shell Engineering Consultancy Pvt. Ltd. Page | 44
6.2 GENERALIZATION OF DESIGN CONCEPT:
The Masterplan is divided into two parts. The entrance, Tower, Tea House, Resting space and spill out
spaces in one hill and the trail is to be designed in the Swargadwari Hill. The bridge acts as a connection
between the hill and the Swargadwari Mountain.
Areas for Design Development
The main Architectural concept behind the Swargadwari Masterplan was minimum intervention in the
rock to protect the natural state of the existing rock yet to fulfill the requirement of the locals of creation
of the trail to reach at the top will also be accomplished at the same time. The bare rock was treated as
a blank vertical canvas for displaying art and religion of the Buddhist. During the site visit, the local
architecture, culture, religion was studied. The relationship between the human and the religion,
culture can be perceived in the Manang Village. The people of Manang are devoted to their gods and
goddesses. Each individual house of Manang carries a fluttering Prayer flag at the roof. The mesmerizing
view of the religious flags carries Buddhist Mantras “OM MANI PADME HUM”. It is the most common
mantra in Tibet. It is recited by Buddhist, painted in rocks, and carved on prayer wheels. The essence of
all the teachings of the Buddha are said to be contained in this mantra. Tibetan people and almost all
Buddhist believe that chanting this mantra helps to rescue them from the sea of suffering and to activate
the Buddhahood. Repeating it is believed to purify the mind and body and the mantra is used for
protection.
• Om: Helps to achieve perfection in the practice of generosity.
• Mani: Helps to perfect the practice of pure ethics.
• Padme: Helps you to achieve perfection in the practice of perseverance and concentration.
Hum: Helps you to achieve perfection in the practice of wisdom
Master Plan for Tourism Development in Swargadwari, Manang
Shell Engineering Consultancy Pvt. Ltd. Page | 45
Figure 6-2: Representing Buddhist Religion Prayer Flag in Viewing Deck
The prayer flags and its five different colors were used as an abstraction of the Land Art in the Rock. So,
the flags were used in the intervals for resting and viewing deck along the path to reach at the top. The
number of view decks were five with four cantilevered balconies in between the flags.
Design Alignment:
The decks are aligned in such a way that the flags in the deck are seen at an angle from the entrance
gate.
Figure 6-3: Line of Axis of the View Deck and Entrance
Master Plan for Tourism Development in Swargadwari, Manang
Shell Engineering Consultancy Pvt. Ltd. Page | 46
6.3 PROJECT COMPONENTS JUSTIFICATION
• The proposed project components not only solve the basic tourist facilities like tea house,
toilets, spill out areas, trail but at the same time it gives an opportunity to reflect the
architecture of the Manang valley, religious and traditional aspects of their culture through
built spaces and architecture.
• The concept of gate symbolizes pointing towards heaven, which welcomes the tourists in
Swargadwari. The designed structure is inspired by the abstraction of the intangible
aspects, which helps the visitors to understand their culture, social, economic life more
closely of the Manang valley and its people.
• Since the tourists visits the Annapurna Conservation Area for trekking purpose. The walking
trail was proposed so that the route is more adventurous by crossing the Marsyandi River
and reaching at the top rather than providing the cable car to reach at the top.
• The cost of alternate means of path to reach at the top makes the project more
costly/expensive to reach at the top. The preparation of trail makes the project financially
viable.
6.4 DESCRIPTION OF THE PROJECT COMPONENTS
The various components designed in the preparation of master plan is described in the subsequent
chapters.
Entry Gate
The entry gate is an abstract of the name Swargadwari which means Heaven’s door. The designed Gate
is a symbol of pointing towards heaven and consists of concrete doorframe. Through the concrete gate,
one can view the five colored Buddhist Flag in five different decks, which is vertically aligned and
cantilevered in the rock, as one can seize the Buddhist Religious aspect from this Gate. It reflects the
religious belief and myth of the Rock that climbing a rock one can go to heaven. The area of Gate is 47
sqm.
Master Plan for Tourism Development in Swargadwari, Manang
Shell Engineering Consultancy Pvt. Ltd. Page | 47
Figure 6-4: Plan, Elevation and 3D view of Entry Gate
The View Tower
The tower consists of the linear path where one can take the view of the Swargadwari curved rock and
mountains behind it and reach to the bridge. It is an expression of the stepped houses of the Manang
villages with certain voids within. The tower is in a Brutalism style expression with concrete shear walls
and cantilevered platforms with rotation in 360 degree to reach at the bottom so that one can enjoy
the overall Majestic view of the exceptional Swargadwari rock and incredible Himalayas in the
background. The area of View Tower is 133 sq.m
Master Plan for Tourism Development in Swargadwari, Manang
Shell Engineering Consultancy Pvt. Ltd. Page | 48
The Tea House
The teahouse consists of three small towers with 8 m X 4 m rectangular box. The central tower acts as
a service tower where there is rest rooms, kitchen, and locker rooms for the tourists. Whereas the other
two towers acts as functional wings serving the purpose of the tea house. These towers are connected
through the glass box bridge. The exterior is inspired form the punctured balconies of the typical
Manang Village houses. The area of Tea house is 109 sq.m.
Figure 6-5: Plan, Elevation and 3D view of View Tower (Tunnel)
Master Plan for Tourism Development in Swargadwari, Manang
Shell Engineering Consultancy Pvt. Ltd. Page | 49
Figure 6-6: Elevation of Tea House inspired by voids of Manang Village
The Bridge
The 1.5 km suspension bridge that connects the hill with the Swargadwari Rock is designed as an
abstract of the criss cross of the wooden bridge in Manang.
Figure 6-7: Conceptual Design of Bridge connecting Left and Right Bank
Master Plan for Tourism Development in Swargadwari, Manang
Shell Engineering Consultancy Pvt. Ltd. Page | 50
The Foot Trail
The 4.095 km foot trail with a width of 1.5m is designed to reach at the top of the Rock.
Figure 6-8: Proposed Trail Layout
Viewing Decks
Along the Foot trail there are 6 different decks where 5 (8 m X 2.5 m) cantilevered decks are vertically
aligned with 5 different colors reflecting the Prayer flag colors of the Buddhist religion. The Rock is taken
as bare surface of vertical Canvas where the five decks are aligned to reach at the top of the view deck,
which is 10 m X 3 m. The top deck is a simple deck with a glowing phosphorescent material at the top
as a symbol of silver lining at the top and heavenly feeling while reaching at the top.
Master Plan for Tourism Development in Swargadwari, Manang
Shell Engineering Consultancy Pvt. Ltd. Page | 51
Figure 6-9: Viewing Decks Align along the Trail at Interval
Master Plan for Tourism Development in Swargadwari, Manang
Shell Engineering Consultancy Pvt. Ltd. Page | 52
Figure 6-10 Plan and 3D view of deck at end of trail
Master Plan for Tourism Development in Swargadwari, Manang
Shell Engineering Consultancy Pvt. Ltd. Page | 53
7. PROJECT COST ESTIMATE
7.1 QUANTITY ESTIMATES
After completion of design and preparation of drawings and in consideration to the technical
specifications, bill of quantities is prepared wherein items of work are identified and corresponding
quantities are computed and recorded. The quantities of different structures proposed are determined
based on the design and drawings prepared. Similarly, provision for miscellaneous cost and
contingencies is detailed out.
7.2 RATE ANALYSIS
The preliminary work to be carried out for the determination of the project cost is to prepare the unit
rate of various items required for the construction. During the calculation of unit rates, 3-major
components were considered. These include:
i. Labor Cost
ii. Material Cost and
iii. Equipment Cost
The unit rate of all items of work are prepared as realistically as possible, taking into account the
expected hauling distance of various structural materials required during construction. The prices of
materials like cement, steel, stone, etc. and labor are based on market rates or approved District Rates
for FY 2075/76. Analysis of rates for various items of work are prepared keeping in view all the above-
mentioned factors based on unit rate derived from Rate Analysis Norm of the government or current
rates of similar works in Nepal. Sometimes historic data are used with appropriate escalation factors to
estimate unit rates applicable at the expected start date of construction. With the unit costs derived as
explained above and the quantities developed by estimation, the project base costs are worked out.
Detailed quantity estimate together with rate analysis and cost estimate has been included in the annex.
7.3 COST ESTIMATE
In order to calculate the total project cost, quantities of various individual components were multiplied
with the calculated unit rates from the rate analysis as mentioned in the previous chapter. The total
cost of individual items of work were then summed up to obtain the total project cost. The expected
total cost of the project is NRs. 159,199,912.67 including contingencies and VAT. The summary of total
cost of the project is presented in the following Table 7-1.
Table 7-1: Summary of the project cost of Swargadwari Project
S. No. Description of Works Estimated Cost
1 Gate 4,957,333.65
2 Tunnel and Ramp 17,543,557.85
3 Service Building 8,061,203.46
4 Foot Trail including viewing deck 65,413,256.20
5 Suspension Bridge 18,900,000.00
6 Landscaping Works 6,055,875.00
Sub Total of Civil works 120,931,226.15
Master Plan for Tourism Development in Swargadwari, Manang
Shell Engineering Consultancy Pvt. Ltd. Page | 54
S. No. Description of Works Estimated Cost
9 Services 10,279,154.22
a. Electrical Services 4,232,592.92
b. Sanitary Services 6,046,561.31
Sub Total (Nrs.) 131,210,380.37
Miscellaneous works 3,627,936.78
Contingency 6,046,561.31
VAT 13% 18,315,034.20
Grand Total 159,199,912.67
In words: Fifteen Crore Ninety-one Lakhs Ninety-nine Thousand Nine hundred and thirteen rupees
only.
Master Plan for Tourism Development in Swargadwari, Manang
Shell Engineering Consultancy Pvt. Ltd. Page | 55
8. FINANCIAL ARRANGEMENT, REVENUE GENERATION AND
ECONOMIC ANALYSIS
8.1 FINANCIAL ARRANGEMENT OF PROJECT
Project finance is the long-term financing of infrastructure and projects based upon the projected cash
flows of the project rather than the balance sheets of its sponsors. Usually, a project financing structure
involves a number of equity investors, banks or other lending institutions that provide loans to the
operation.
Financial arrangement of the project is basic for development of the project. The study project “Master
Plan for the Tourism Development of Swargadwari, Manang” is project under the Government of the
Nepal, Ministry of Tourism, Gandkai Province, 4. So, the total investment will be financed from the same
authority. However, in course of project development there is possibility of fund collection from local
people, international donor and other funding organization. Thus, two separate funding mechanism has
been proposed based on present and future scenario. The chart below shows the present and future
financial arrangement for the project.
Table 8-1: Proposed financial arrangement for the project
Financial Arrangement Proposed at Present Proposed for Future
Total Cost (including 13% VAT) 159,199,912.67 100% 159,199,912.67 100%
Government fund 159,199,912.67 100% 127,359,930.14 80%
Equity - 0% 15,919,991.27 10%
Donation - 0% 15,919,991.27 10%
Figure 8-1: Proposed financial arrangement for the project
8.2 REVENUE GENERATION
The purpose masterplan is mainly focused on tourism development of the Swargadwari area of Manang.
The Swargadwari rock which carry religious and cultural values of Manang, is located in Pisang village
along the Annapurna Trekking Circuit. Annapurna Trekking Circuit is one of the world's famous tourism
attraction of Nepal and is travelled by a lot of international and domestic tourist. A brief revenue
10
0%
0%
0%
80
%
10
%
10
%
G O V E R N M E N T F U N D E Q U I T Y D O N A T I O N
FINANCIAL ARRANGEMNT OF THE PROJECT
Proposed at Present Proposed for Future
Master Plan for Tourism Development in Swargadwari, Manang
Shell Engineering Consultancy Pvt. Ltd. Page | 56
generation plan is prepared based on expected tourist arrival at the rock area after its development.
The figure of expected tourist arrival considered in this study is based on the tourist arrival data
collected from Dharapani Check Post of Manang district. The calculated net annual incremental benefit
is NRs 50,659,411.22. The sources of the revenue after the development of the project are described
below.
Employment Generation
After commissioning of the project, a lot of employment opportunity will be created for the people
living in the project area. Job will be created directly through souvenir sales, ticketing office, teahouse
and management unit etc.
Foreign Exchange Earnings
Generation of foreign exchange earnings plays an important indicator for the revenue generation. After
development of the project, large number of foreigner tourist is expected to visit the site which will
increase the collection of foreign currency.
Contribution to Local Economics
Once the project is opened for tourist, money is earned from tourism through informal employment
(informal guides, portal, hotel and sales of other local goods). The positive side of informal employment
is that the money is returned to the local economy and has a great multiplier effect as it is spent
repeatedly.
Contribution to Government Revenue
The commissioning of the project will bring both direct and indirect revenue in the project area. Direct
contribution is generated by the taxes in the income from tourism employment and tourism businesses
and direct levies on tourist such as departure taxes.
Indirect contribution come from taxes and duties levied on goods and services supplied to the tourist.
Stimulation of Infrastructure Investment
Tourism can induce the local government to make infrastructure improvements such as better water
and sewage systems, roads, electricity, telephone and public transport networks. This can improve the
quality of life for residents as well as facilitate tourism industry.
8.3 ECONOMIC ANALYSIS
8.3.1.1 Basis of economic Analysis
Economic analysis of Swargadwari Master Plan Project is carried out based on the incremental benefit,
which will be earned by proposed project. The economic life of the project is taken as 25-years. The
construction works are planned to be completed within 3 years. Average Operation and Maintenance
cost of the project is considered 3% of total project cost/year.
In the economic analysis, a distinction is made between financial and economic prices. The financial
prices refer to the actual prices as they occur in the market and as paid or received by individual and
companies, where the latter refers to the values which reflects the real value of an input or output to
the national economy. Financial prices of goods and service are usually converted to the economic value
Master Plan for Tourism Development in Swargadwari, Manang
Shell Engineering Consultancy Pvt. Ltd. Page | 57
by using conversion factors, taking account of the distortions to the price system within the national
economy.
8.3.1.2 Assumption
The economic analysis of the project is based on the following assumptions.
• The economic analysis for the project has been carried on the cost of the project without
contingency and VAT.
• Project life has been taken as 25 years including construction period.
• All input and output have been evaluated based on the fiscal 2075/2076.
• The Project would start giving revenue immediately after the completion of the construction works,
the annual benefit obtained increasing in the successive years until full benefit is realized at the end
of the three year from completion.
• It has been assumed that the project will be completed in three successive years; the cash flows in
these years will be distributed by 10%, 20%, 20%, 20% and 30% respectively.
• Cost expenditure for Operation and Maintenance of the project will be started one year after the
Project completion. Average Operation and Maintenance cost of the project is assumed to be 3%
of total project cost.
• The salvage value at the end of the Project life is assumed as zero.
8.3.1.3 Result of Economic Analysis
The economic analysis of Swargadwari Master Plan Project has been carried for discount rate of 12%
and 14%. The values of EIRR obtained is 20 % and BC ratio of the project obtained is 1.92 and 1.64 at
12% and 14% discount rate.
The result of economic analysis show that BC ratio of the project is greater than 1 for both discount
rates and EIRR for the project is greater than the discount rate. Hence the project is attractive and good
for investment. The results of the economic analysis are presented in the Table 8-2 below.
Master Plan for Tourism Development in Swargadwari, Manang
Shell Engineering Consultancy Pvt. Ltd. Page | 58
Table 8-2: Economic Analysis
Name of Project = Master plan for Tourism Development in Swargadwari, Manang Assumptions District: Manang, Pisang Village Life of protection work is 10 years. Total of cost 133,840,634.55 NRs Benefit 40% in 1st year,60% in 2nd year and 100% thereafter
Benefit (after deducting expenditure) : 50,659,411.22 NRs O & M is 2% for 1st 2 years and 1% thereafter
Construction cost- 20% for1st,2nd year and 60% for 3rd year.
Year Capital cost O & M cost Total cost Incremental Net Return Present Value Present Value Present Value Present Value Cash flow
NRs NRs NRs return Nrs of cost at 12% of benefit at 12% of cost at 14% of benefit at 14%
Total 99093684.43 190147290.98 92856553.08 152314592.42 799243238.94
BCR at 12% = 1.92 BCR at 14% = 1.64
EIRR = 20%
Master Plan for Tourism Development in Swargadwari, Manang
Shell Engineering Consultancy Pvt. Ltd. Page | 59
9. PROJECT DEVELOPMENT STAGES
The implementation program for proposed masterplan is carried out by following Implementation
Schedule. Implementation program can be divided into three major stages.
9.1 PLANNING STAGE
Various activities are carried out during this stage. Error! Reference source not found. below depicts the
list of activities and its allocated time. The first task to be carried out is desk level study. During desk
study, review of the existing document related to project, relevant data collection, program formulation
and conceptual planning is carried out prior to site visit. The field visit and topographical survey of the
area is carried out. During the field visit, a general meeting with Rural Municipality personnel and local
people is also conducted for their view and need regarding the project. After returning from the site,
technical study along with socio-economic study and tourism potential analysis is conducted and draft
master plan is prepared. The prepared draft report is submitted to the Ministry of Industry, Tourism,
Forest, and Environment. After incorporating comment and suggestion, a final master plan report is
prepared and submitted to authority.
9.2 CONSTRUCTION PREPARATION STAGE
Preparatory work is needed for every project before implementing the actual construction works. During
this stage, detailed layout surveying, detailed investigation, finalization of engineering design,
preparation of construction drawing, finalization of the project cost, tender document preparation and
detail of construction plan shall be carried out.
9.3 CONSTRUCTION STAGE
The construction of project shall be carried out based on construction plan, construction drawing, BoQ
specification and method of the statement. The supervisor of the project will inspect and verify each item
of works quality control. The safety of the worker during construction shall always have higher priority.
After completion of each item of work, quantity and bill verification and payment shall be carried out in
the parallel basis.
The details of project development are presented in Error! Reference source not found..
Table 9-1: Stages of Project Development
SN Stages Details of Activities
Approximate
Time
Required
1 Planning Stage
Desk level Study
Field Investigation and Topographical Survey
Engineering Design of Masterplan Component, BoQ and Costing,
Financial and Economic Analysis
Tourism potential and Beneficiaries analysis
Final report preparation
6 months
Master Plan for Tourism Development in Swargadwari, Manang
Shell Engineering Consultancy Pvt. Ltd. Page | 60
SN Stages Details of Activities
Approximate
Time
Required
2 Construction
preparation stage
Detailed layout survey, Detailed Investigation and Detailed
Engineering Design and Tender document preparation, Tender
Award, Detailed construction plan
1 year
3 Construction Stage
Contractors Mobilization,
Project Construction/ management and supervision for quality
control;
Progress monitoring and reporting
Measurement, payment and disbursements;
Commercial Operation
5 year
Master Plan for Tourism Development in Swargadwari, Manang
Shell Engineering Consultancy Pvt. Ltd. Page | 61
Figure 9-1: Construction Schedule of the Project
J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M
1 Initial Infromation Dissemination Completed
2 Field Investiagtion and Surveying Completed
3 Planning and Design Completed4 Appraisal Approval
5 Signing of MOA
6 Detail Design and Approval of Estimate
7 Tendering and Selection of Contractor
8 Signing of Agreement with Contractor
9 Mobilization of Contractor
10 Construction of Work11 Commissioning
2025 20262022 2023 2024
S.N Activity 2019
2019 2020 2021
Master Plan for Tourism Development in Swargadwari, Manang
Shell Engineering Consultancy Pvt. Ltd. Page | 62
10. SWOT ANALYSIS
The strengths, weaknesses, opportunities and threats faced by the tourism of Swargadwari are
summarized in Table 10-1 below. Swargadwari has a diversity of attractions. Especially, its cultural and
religious importance and its natural endowments are potentially excellent in attractiveness. But it is
underperforming its potential, due to its weak tourism competitiveness and enabling capacity
Growing demands, as well as flourishing domestic tourism, offer opportunities to the tourism of
Swargadwari. On the other hand, a growing competition in tourism, the instability in the Nepali politics
and lack of vision in the top management level are expected to be limiting factors.
Table 10-1: SWOT analysis for Swargadwari Project
STRENGTH
Majestic natural endowments
Important cultural and religious values
Diversity of attractions
Strong geographical location (i.e. along
the Annapurna Trekking Circuit)
Peaceful and Silent Environment
WEAKNESS
Poor infrastructure
Weak governance and leadership
Human resource constraints
Difficult accessibility
OPPORTUNITIES
Flourishing International Tourism
Growing domestic market
Growing demand for new travelling
pockets
Attraction for new group of tourism
(place for meditation)
THREATS
Growing competition
Lack of Political Vision
Unfavorable environment for
construction
Master Plan for Tourism Development in Swargadwari, Manang
Shell Engineering Consultancy Pvt. Ltd. Page | 63
11. DISASTER AND SAFETY
Risks of the project can be defined as an elaboration of unfortunate consequences, both of finance and
structure of project, because of decisions taken or due to environmental conditions on the project
location. Risks in projects are the matter that cannot be eliminated, but their impact can be minimized.
Every project is unique, specific, and dynamic, and therefore projects have different levels and
combinations of risks, hence different responses are taken to minimize those risks and different
consequences affect the project performance. Risk can be external risks, economic and financial risks,
technical and contractual risks, and managerial risk. It is important to manage the multifaceted risks
associated with projects, in particular in developing countries, not only to secure work but also to make
profit. To effectively manage risks in projects, it is crucial to correctly identify the important risks and
properly allocate them to the contractual parties. Stakeholders’ perceptions of risk vary due to different
interests in the project. Risks are identified in each risk category. The risk category in the project can be
within the scope of financial risk, time risk, physical risk, personnel risk, design and technical risk,
contractual risk, political and regulation risk, and safety risk.
11.1 RISK ASSESSMENT
The section has presented some general discussions on the topic and tabulated the identified risks along
with root cause, potential mitigation and severity level.
Listed risks being:
• Geological and natural risk
• Construction schedule risk
• Risk related to construction material
• Safety and security
Geological and Geo-technical Risks
The project area falls in higher Himalayan zone. The main geological formation of the area is Gneisses,
schists, migmatites and marbles. The proposed master plan components are located in both the bank of
the Marsyangdi River. Geologically the right bank area seems more stable compared the left bank where
the 4.0 km trail is proposed. The study showed that the topographical set up of proposed trail is likely to
pass to align oblique/sub parallel to the foliation/bedding plane of the rock strata. Plane failure in such
setup is minimal and even toe cutting may not tiger huge instability problem. Overall geology of the area
seems stable. However, during construction of the project, detailed investigation of the area should be
carried out since those terrain is once a glacier valley and during movement of ice there could be deeply
dissected fractured in the vicinity and those features are highly sensitive to hill slope cuttings.
Risk of Land Degradation
Minimal removal of vegetation and reshaping of topography is considered during design of project
component. Therefore, risk of land degradation is very low in this project.
Master Plan for Tourism Development in Swargadwari, Manang
Shell Engineering Consultancy Pvt. Ltd. Page | 64
Risk to Flora and Fauna
The proposed project area falls in the conservation area, attention is given during planning stage to
ensure minimal losses during the implementation stages and steps must be taken later to ensure that the
losses are “replenished.”
Construction Schedule Risks
The Swargadwari master plan is located at varying elevation of 3100 to 4300 m from mean sea level.
Construction work at such location is seasonal based and mainly govern by climatic condition. The
physical environment of area has low humidity, strong winds and inadequate cellular oxygen, intensified
UV radiation and air pressure, which is not favorable for workers. Thus, during planning stage of the
project all these foreseen risks are analyzed and total 5 years construction period is proposed for the
work. In addition, for the timely completion of the project, there should be highly efficient project
management and experienced contractors/suppliers for constructing the project within anticipated time-
period and to the required quality. Lack of interface management can delay the project and increase the
cost.
Risks Related to Construction Materials
Local construction materials including sand, gravel, boulders and cobbles are easily available within the
project area and thus there is no major risk related to availability of local construction materials. However,
as the trail area is located at difficult terrain and lack of accessibility of motor able road, carrying other
construction material such as reinforcement, cement to the site is quite challenging and time consuming.
Risk Related to Climatic Condition
The climate of the project area is not construction friendly. The major health risks for worker related to
the altitude is represented by the reduction of partial pressure of oxygen (hypoxia), humidity, speed wind
and atmospheric pressure
Master Plan for Tourism Development in Swargadwari, Manang
Shell Engineering Consultancy Pvt. Ltd. Page | 65
12. CONCLUSION AND RECOMMENDATION
12.1 CONCLUSION
The initiative taken by the Manang Ngisyang Rural Municipality along with the provincial government for
preparation of Detailed Master Plan of Swargadwari area is a gateway for developing the area as a
religious and tourist destination. Manang itself being a majestic and marvelous place, Swargadwari laying
on the laps of the Annapurna range and the religious and cultural values of the area will lure the
international and domestic tourists. The proposed master plan is well equipped with necessary
components, infrastructures and amenities necessary for attracting tourists and people of Manang. The
development of the plan at this moment includes The Entry Gate, The View Tower (Tunnel), The Tea
House, The Bridge, The Foot Trail, Viewing Decks, Landscaping and other required components needed
to develop the place as tourism destination. Further, the possibility of further extension is wide open and
the current plan serves as a milestone and guideline for the future. The components are fairly distributed
based on a planned and guided approach. However, practically, distributing the infrastructures as foot
trails in the geography is challenging. So, the project should be implemented in a systematic manner.
The development of the current project will not only increase the foreign exchange revenue but also will
have direct impact on the livelihood of the community. There will be the generation of employment
opportunity, increase in local business and economy, development of local infrastructures and overall
quality of life of the community around the area is expected to increase to higher values. The overall cost
of infrastructural development identified in the Master Plan is approximately NRs. 159.20 million and
revenue generation of around NRs. 50 million per year. Owing to all these facts and positive impact of
the project, it will be a wise decision for Gandaki Province and Manang Ngisyang Rural Municipality to
invest in the project development.
12.2 RECOMMENDATION
1. The components are fairly distributed based on a planned and guided approach. However,
practically, distributing the infrastructures as foot trails in such geology is quite challenging. So,
it is strongly recommended to carry detailed survey and design before going for the construction.
2. It is recommended to carry the structural analysis of all the structures (Viewing deck, View tower
of Tunnel, Tea House and other required structures) before actual start of the construction.
3. The implementation of the project should be carried in a systematic manner. For timely
implementation, a good technical and financial planning is necessary. A strong supervision team
is essential for the project to keep its attractiveness on timely construction keeping cost in
control.
4. Proper and sufficient security arrangements shall be made for safety of visitors, existing bio-
diversity and components of the area with cultural values.
ANNEXES
Annex A:
Bill of Quantity and Details of Quantity Estimate
Annex A1: Bill of Quantities
S. No. Work Description Unit Quantity Rate Amount
1
Clearing (site clearance) construction
sites before and after construction also
leveling the surface as per instruction,
specification and drawing all complete.
sqm 1,490.00 25.00 37,250.00
2
Earthwork in excavation in hard soil in
perfect line and level in foundation
stacking to the appropriate location near
site for refill all complete as per
instruction, specification and drawing all
complete.
cum 1,236.99 895.48 1,107,702.94
3
Earthwork in backfilling in perfect line
and level in foundation stacking to the
appropriate location near site for refill all
complete as per instruction, specification
and drawing all complete.
cum 865.90 545.02 471,930.34
4
Soling works at the foundations or floors
with bricks on flat face on line level as per
the specifications and instructions of site
engineer.
sqm 92.75 5,080.13 471,171.90
5
Mixing and laying Cement sand,
aggregate of approved quality in ration
1:3:6 ( M10) including mixing, finishing,
laying with proper compaction in perfect
line, level & dimensions, curing, all
complete as per design & drawings(upto
30m haul).
cum 39.33 27,621.44 1,086,392.67
6
Mixing and laying Cement sand,
aggregate of approved quality in ration
1:2:4 ( M15) including mixing, finishing,
laying with proper compaction in perfect
line, level & dimensions, curing, all
complete as per design & drawings(upto
30m haul).
cum 2.18 34,698.63 75,573.62
7
Mixing and laying Cement sand,
aggregate of approved quality in ration
1:1.5:3 ( M20) including mixing, finishing,
laying with proper compaction in perfect
line, level & dimensions, curing, all
complete as per design & drawings(upto
30m haul).
cum 166.16 43,576.38 7,240,615.35
7
Steel reinforcement bars Fe 500 all sizes
(dia.) including supplying straightening,
cleaning, cutting, bending, binding with
18 SWG Annealed type wire and fixing in
positions all complete as per design &
drawings(haul distance upto 30m).
kg 13,254.17 205.51 2,723,865.28
8
Supplying and laying shuttering of
Formworks (12mm thick Waterproof
Plywood & steel adjustable props for
concreting works) including nails,
propping scaffolding, staging, supporting
sqm 1,046.03 1,151.25 1,204,241.46
S. No. Work Description Unit Quantity Rate Amount
and bracing in proper lines and level all
complete as per design & drawings.
9
Providing, laying and fixing saal wood
Door/Window Chaukhat 4"x3" size all
complete
cum 1.59 89,356.38 141,681.24
10
Providing, laying and fixing of saal wood
Window Shutter 38mm thick with 5mm
glass window all complete
sqm 77.61 9,858.24 765,098.01
11
Providing and laying 12.5 mm thick
cement plaster on all surface with 1:4
cement sand mortar in perfect line and
level including Chipping Concrete Surface,
scaffolding, curing etc. all complete as per
drawings.
sqm 62.34 806.77 50,294.04
12
Stone masonry works in 1:6 C/S ratio with
perfect line and level, provide weepholes
using 75mm dia PVC pipe in required
location of the retaining structures as per
drawings all complete
cum 525.23 19,233.92 10,102,162.56
13
Stone masonry works in 1:4 C/S ratio in
foundation and walls with perfect line and
level as per drawings all complete
cum 112.48 22,947.02 2,581,126.70
14
50 mm average thick P.C.C. with stone
chips (1:2:4) M15 concrete for floor
screed work in required level, slope and
curing all works complete .
sqm 52.92 1,977.84 104,667.29
15
Making providing and fixing of MS
Tubular structure with mat finish enamel
black paint on metal surface with smooth
finish with all necessary fittings as per
design and drawing
kg 1,528.69 238.16 364,072.72
16
Providing, laying and fixing 50mm
sandwich panel walls with necessary
anchoring and inplace holding channels at
top and bottom in line level and as per
drawings with all necessary fitting and
accessories.
sqm 18.40 4,607.44 84,776.90
17
Providing and laying 50mm flagstone
flooring work 1 : 6 Cement Sand Mortar
in line & level as per instructions of site
engineer.
cum 509.70 2,339.04 1,192,208.69
18
Providing and fixing glass panel with
required thickness all complete as per
drawings and instructions of site
engineer.
sqm 53.91 9,858.24 531,457.72
19
Providing and fixing non glazed porcelain
tiles fixed on walls with 1 : 4 Cement
Sand Mortar in line & level as per
instructions of site engineer.
sqm 36.80 6,136.02 225,805.54
S. No. Work Description Unit Quantity Rate Amount
20 Construction of 135m span Suspension
bridge over Marsyangdi River m 135.00 140,000.00 18,900,000.00
21
Landscaping works including pathway,
gardening, statue, surface drainage
system including catch drains, retaining
structures, sand filling and dressed
peebles all complete as per drawings
sqm 4,037.25 1,500.00 6,055,875.00
22
Construction of 1.5m wide foot trail on
rock surface including 5 nos. of viewing
decks, one viewing deck at top, RCC
footing with anchorage at cantilever, M/S
railing and all other neccesary items.
m 4,094.00 15,977.83 65,413,256.20
A. SUB TOTAL OF CIVIL WORKS (Rs.) 120,931,226.15
B. Electrical works ( 3.5% of total civil cost ) 4,232,592.92
C. Sanitary works (5% of total civil cost) 6,046,561.31
D. Miscellaneous (3% of total civil cost) 3,627,936.78
E. Contingency (5% of total civil cost) 6,046,561.31
SUBTOTAL OF A,B,C,D&E 140,884,878.47
Vat 13% 18,315,034.20
GRAND TOTAL (NRs.) 159,199,912.67
Annex A2: Details of Quantity Estimate
S. No. Work Description Unit Quantity
1
Clearing (site clearance) construction sites before and after
construction also leveling the surface as per instruction,
specification and drawing all complete.
sqm 1,490.00
2
Earthwork in excavation in hard soil in perfect line and level
in foundation stacking to the appropriate location near site
for refill all complete as per instruction, specification and
drawing all complete.
cum 1,236.99
3
Earthwork in backfilling in perfect line and level in
foundation stacking to the appropriate location near site for
refill all complete as per instruction, specification and
drawing all complete.
cum 865.90
4
Soling works at the foundations or floors with bricks on flat
face on line level as per the specifications and instructions of
site engineer.
sqm 92.75
5
Mixing and laying Cement sand, aggregate of approved
quality in ration 1:3:6 ( M10) including mixing, finishing,
laying with proper compaction in perfect line, level &
dimensions, curing, all complete as per design &
drawings(upto 30m haul).
cum 39.33
6
Mixing and laying Cement sand, aggregate of approved
quality in ration 1:2:4 ( M15) including mixing, finishing,
laying with proper compaction in perfect line, level &
dimensions, curing, all complete as per design &
drawings(upto 30m haul).
cum 2.18
7
Mixing and laying Cement sand, aggregate of approved
quality in ration 1:1.5:3 ( M20) including mixing, finishing,
laying with proper compaction in perfect line, level &
dimensions, curing, all complete as per design &
drawings(upto 30m haul).
cum 166.16
7
Steel reinforcement bars Fe 500 all sizes (dia.) including
m3Skilled 1 no. 1120 1120Unskilled 0.5 no. 945 472.5 1592.5Stone for Soling 1.1 cum 850 935Sand coarse 0.7 cum 2700 1890 2825
Equipment
4417.55080.13
m3
6
Soling works at the foundations with hard stones and filling the voids with sand as per the specifications and instructions of site engineer.
Manpower
Material
Total(Rs.)Total(Rs.) with 15% contractor's overhead
Unit
5
Back filling works including cost of soil by spreading in layers of 150mm thickness, watered and well consolidated by suitable mechanical compactors at every layers, all complete & as per drawing, specification & instruction of site in-charge.
Manpower
Material
Total(Rs.)Total(Rs.) with 15% contractor's overhead
Unit
4
Back filling works from stock pile within 10mtrs including spreading in layers of 150mm thickness, watered and well consolidated by suitable mechanical compactors at every layers, all complete & as per drawing, specification & instruction of site in-charge.
Manpower
Material
Total(Rs.)Total(Rs.) with 15% contractor's overhead
Unit
3
Earthwork in excavation in hard clay/ soft rock in perfect line and level in foundation stacking to the appropriate location near site for refill all complete as per instruction, specification and drawing all complete.
Manpower
Material
3% of total manpowerTotal(Rs.)
Total(Rs.) with 15% contractor's overheadUnit
2
Earthwork in excavation in soft soil in perfect line and level( upto 1.5m lift and 10m haul) in foundation stacking to the appropriate location near site for refill all complete as per instruction, specification and drawing all complete.
Manpower
Material
3% of total manpowerTotal(Rs.)
Total(Rs.) with 15% contractor's overheadUnit
1
Clearing & uprooting (site clearance) thin vegetation,grubbing their roots and disposal far from the construction sites before and after construction also leveling the surface as per instruction, specification and drawing all complete.
Manpower
Material
Total(Rs.)Total(Rs.) with 15% contractor's overhead
m3Skilled 1 no. 1120 1120Unskilled 4 no. 945 3780Cement OPC 0.32 mt 63826 20424.32Gravel 40mm 0.52 cum 4240 2204.8Gravel 20mm 0.22 cum 4240 932.8Gravel 10mm 0.11 cum 4240 466.4Sand coarse 0.445 cum 2700 1201.5Water 150 ltr 0.286 42.9
Equipment
30172.7234698.63
m3
11
Mixing and laying Cement sand, aggregate of approved quality in ration 1:2:4 ( M15) including mixing, finishing, laying with proper compaction in perfect line, level & dimensions, curing, all complete as per design & drawings.
Manpower 4900
Material
25272.72
Total(Rs.)Total(Rs.) with 15% contractor's overhead
Unit
10
Mixing and laying Cement sand, aggregate of approved quality in ration 1:3:6 ( M10) including mixing, finishing, laying with proper compaction in perfect line, level & dimensions, curing, all complete as per design & drawings.
Manpower 4900
Material
19118.64
Total(Rs.)Total(Rs.) with 15% contractor's overhead
Unit
9
Providing and laying dry stone masonry (coursed rubble) including dressing etc. complete as per specification, lead 30m
Manpower
Material
Total(Rs.)Total(Rs.) with 15% contractor's overhead
Unit
8
Providing and laying random rubble stone masonry of hard block stone in 1 : 6 cement sand mortar(M5) including stone dressing,mortar transportation(upto 10m) all complete.
Manpower
Material
Total(Rs.)Total(Rs.) with 15% contractor's overhead
Unit
7
Providing and laying random rubble stone masonry of hard block stone in 1 : 4 cement sand mortar(M5) including stone dressing,mortar transportation(upto 10m) all complete.
Manpower
Material
Total(Rs.)Total(Rs.) with 15% contractor's overhead
m3Skilled 0.012 no. 1120 13.44Unskilled 0.012 no. 945 11.34Rebar Fe500 1.05 kg 145.08 152.33Binding wire 0.01 kg 159.08 1.59
Equipment
178.7205.51
kgSkilled 0.267 no. 1120 299.04Unskilled 0.4 no. 945 378Wood local 0.004 cum 30022 117.09Ply 12mm 0.165 sqm 1087.6 179.46Metal Props 0.04 no. 0 0Nails 0.25 kg 110 27.5
Equipment
1001.091151.25
sqmSkilled 17.65 no. 1120 19768Unskilled 1.67 no. 945 1578.15Wood local 1.05 cum 30022 31523.1Nails 0.55 kg 110 60.5
Equipment
52929.7560869.21
sqmSkilled 34 no. 1120 38080Unskilled 3.4 no. 945 3213Wood local 1.1 cum 30022 33024.2Holdfast 92 no. 32 2944Nails 4 kg 110 440
Equipment
77701.289356.38
sqm
16
Providing, laying and fixing local salla wood Door/Window Chaukosh 4"x3" size with all complete
Manpower 41293
Material36408.2
Total(Rs.)Total(Rs.) with 15% contractor's overhead
Unit
15
Fixing at proper place local salla wood posts as column and beams including all materials complete as per specifications and drawings.
Manpower 21346.15
Material31583.6
Total(Rs.)Total(Rs.) with 15% contractor's overhead
Unit
14
Supplying and laying shuttering of Formworks (12mm thick Waterproof Plywood & steel adjustable props for concreting works) including nails, propping scaffolding, staging, supporting and bracing in proper lines and level all complete as per design & drawings.
Manpower 677.04
Material
324.05
Total(Rs.)Total(Rs.) with 15% contractor's overhead
Unit
13
Steel reinforcement bars Fe 500 all sizes (dia.) including supplying straightening, cleaning, cutting, bending, binding with 18 SWG Annealed type wire and fixing in positions all complete as per design & drawings(haul distance upto 30m).
Manpower 24.78
Material153.92
Total(Rs.)Total(Rs.) with 15% contractor's overhead
Unit
12
Mixing and laying Cement sand, aggregate of approved quality in ration 1:1.5:3 ( M20) including mixing, finishing, laying with proper compaction in perfect line, level & dimensions, curing, all complete as per design & drawings(upto 30m haul).
Manpower 7511
Material
30381.5
Total(Rs.)Total(Rs.) with 15% contractor's overhead
50 mm average thick P.C.C. with stone chips (1:2:4) M15 concrete for floor screed work in required level, slope and curing all works complete .
Manpower 376.25
Material
1343.61
Total(Rs.)Total(Rs.) with 15% contractor's overhead
Unit
20
Providing and laying 12.5 mm thick cement plaster on all surface with 1:6 cement sand mortar in perfect line and level including Chipping Concrete Surface, scaffolding, curing etc. all complete as per drawings.
Manpower 285.6
Material314.81
3% of unskilled labourTotal(Rs.)
Total(Rs.) with 15% contractor's overhead
Unit
19
Providing and laying 12.5 mm thick cement plaster on all surface with 1:4 cement sand mortar in perfect line and level including Chipping Concrete Surface, scaffolding, curing etc. all complete as per drawings.
Manpower 285.6
Material411.4
3% of unskilled labourTotal(Rs.)
Total(Rs.) with 15% contractor's overhead
Unit
18
Providing, laying and fixing of local salla wood Door Shutter 38mm thick with 6mm waterproof plywood joint all complete
Manpower 3786.85
Material
2153.74
Total(Rs.)Total(Rs.) with 15% contractor's overhead
Unit
17
Providing, laying and fixing of local salla wood Window Shutter 38mm thick with 5mm glass window all complete
Manpower 4901.57
Material
3670.81
Total(Rs.)Total(Rs.) with 15% contractor's overhead
27Laying and fixing of CGI Sheet roofing ( 26 gauge) in truss structures all works complete.
Manpower 241.33
Material1758.88
3% of labour costTotal(Rs.)
Total(Rs.) with 15% contractor's overhead
Unit
26
Two coat of premium enamel paint of approved color over one coat of primer with smooth sanding and cleaning dust on wood surface including sealing works.
Manpower 210
Material98.91
3% of labour costs for scaffoldingTotal(Rs.)
Total(Rs.) with 15% contractor's overhead
Unit
25
Making providing and fixing of MS Tubular truss with mat finish enamel black paint on metal surface with smooth finish with all necessary fittings as per design and drawing
Manpower 79.6
Material125.11
3% of labour costsTotal(Rs.)
Total(Rs.) with 15% contractor's overhead
Unit
24
Providing and laying 50mm flagstone flooring work 1 : 6 Cement Sand Mortar in line & level as per instructions of site engineer.
Manpower 649.25
Material
1384.7
Total(Rs.)Total(Rs.) with 15% contractor's overhead
Unit
23
Providing and fixing non glazed porcelain tiles fixed on walls with 1 : 4 Cement Sand Mortar in line & level as per instructions of site engineer.
Manpower 1881.25
Material
3454.42
Total(Rs.)Total(Rs.) with 15% contractor's overhead
Unit
22
Providing and fixing non glazed porcelain tiles fixed on floors with 1 : 4 Cement Sand Mortar in line & level as per instructions of site engineer.
Manpower 1881.25
Material
3691.14
Total(Rs.)Total(Rs.) with 15% contractor's overhead
m2Skilled 1.069 no. 1120 1197.11Unskilled 1.24 no. 945 1172.2150mm ssp 1.693 m 0 025mm ssp 2.186 m 0 0
Equipment 43.715847
2413.03582774.99
m2
32
Making providing and fixing of Stainless steel railing ( 50mm dia handrail supported at 2mc/c 50mm dia vertical posts with 2 layers of 25mm rails within 2.5-3 ft height) works smooth finish with all necessary fittings as per design and drawing
Manpower 2369.32
Material0
welding costs Total(Rs.)
Total(Rs.) with 15% contractor's overhead
Unit
31
Making providing and fixing of MS structural sections red oxide finish on metal surface with all necessary fittings as per design and drawing
Manpower 79.6
Material125.11
3% of labour costsTotal(Rs.)
Total(Rs.) with 15% contractor's overhead
Unit
30
Making providing and fixing of MS Angles and pipes with mat finish enamel black paint on metal surface with smooth finish with all necessary fittings as per design and drawing
Manpower 0
Material158.11
3% of labour costsTotal(Rs.)
Total(Rs.) with 15% contractor's overhead
Unit
29
Laying and fixing of Rainwater collection gutter of coloured plain sheet (150mm wide)with necessary brackets and fixtures in roof all works complete.
Manpower 385
Material309.96
3% of labour costTotal(Rs.)
Total(Rs.) with 15% contractor's overhead
Unit
28Laying and fixing of CGI ridge cover (0.5mm 0.6m wide) in truss structures all works complete.
Manpower 507.5
Material1438.63
3% of labour costTotal(Rs.)
Total(Rs.) with 15% contractor's overhead
Unit
Annex C:
Site Photographs
Ongoing Survey Works during field visit
Interviews with local community
View of Swargadwari Rock from Swargadwari bridge
Gorge on Marsyangdi River
Location of proposed Tea house
View of existing trail from settlement
Ongoing Survey Works during field visit
Ongoing Survey Works during field visit
Interaction with local peoples
View of proposed foot trail location
View of vegetation around site
Surrounding view of Swargadwari rock
Annex D:
Master Plan Design Drawings
3210
3205
3200
3195
3190
3185
3180
3175
3170
3165
3250
3245
3240
3235
3230
3145
3140
3125
3120
3110
3105
3110
3105
3230
3225
3185
3180
3130
3125
3120
3125
3120
3115
3230
3225
3130
3115
3110
3220
3215
3155
3135
3130
3100
3255
3130
3110
3105
3135
3130
ZEN GARDEN
ZEN GARDEN
1
2
3
46
7
8
9
5
Y
Y
X
X
ZEN GARDEN
EXIT FROM
TRAIL
ENTRY TO
TRAIL
TEA HOUSE
TEA HOUSE
SERVICE BLOCK
GARDEN
AMPHITHEATRE
VIEW DECK
THE GATE
S.NO PARTICLUARS
1
2
3
4
5
6
7
EXISTING SETTLEMENT
ACCESS TO SWARGADWARI
EXISTING VEHICULAR ROAD
TEA HOUSE
ZEN GARDEN
PROPOSED BRIDGE
8
SWARGADWARI ROCK
9
MARSYANGDI RIVER
THE GATE
S.K.C
S.K.C
M.MAHARAJAN
1:10000
01
Checked By:
Drawn By:
Designed By:
(MOITFE)
PROVINCIAL GOVERNMENT
Dwg No.
Shell Engineering Consultancy
Pvt. LtdMasterplan for Tourism Development in
Swargadwari, Manang
Date:
Ministry of Industry, Tourism,
Forest and Environment
Signature
Checked By:
Recommended
By:
Accepted By:
DesignationJune, 2019
SHEET TITLE : ClientConsultant SignatureDesignation
Approved By:Gandaki Province
CONSULTANT: Name of Project:
Pokhara, Kaski
Sitapaila, Kathmandu, Nepal
Scale :
Sheet No.
01
SITE PLAN
3210
3205
3200
3195
3190
3185
3180
3175
3170
3250
3245
3240
3235
3230
3110
3105
3230
3225
3230
3225
3130
3110
3220
3215
3130
3100
3255
3110
3105
3135
3130
ZEN GARDEN
ZEN GARDEN
Y
Y
X
X
ZEN GARDEN
EXIT FROM
TRAIL
ENTRY TO
TRAIL
TEA HOUSE
TEA HOUSE
SERVICE BLOCK
GARDEN
AMPHITHEATRE
VIEW DECK
THE GATE
3170
3165
3145
3140
3110
3105
3125
3120
3115
3115
3155
3135
S.K.C
S.K.C
M.MAHARAJAN
1:10000
02
TEA HOUSE AND
LANDSCAPE
02Checked By:
Drawn By:
Designed By:
(MOITFE)
PROVINCIAL GOVERNMENT
Dwg No.
Shell Engineering Consultancy
Pvt. LtdMasterplan for Tourism Development in
Swargadwari, Manang
Date:
Ministry of Industry, Tourism,
Forest and Environment
Signature
Checked By:
Recommended
By:
Accepted By:
DesignationJune, 2019
SHEET TITLE : ClientConsultant SignatureDesignation
Approved By:Gandaki Province
CONSULTANT: Name of Project:
Pokhara, Kaski
Sitapaila, Kathmandu, Nepal
Scale :
Sheet No.
Y
Y
X
X
EXIT FROM
TRAIL
ENTRY TO
TRAIL
TEA HOUSE
TEA HOUSE
SERVICE BLOCK
GARDEN
AMPHITHEATRE
VIEW DECK
THE GATE
3135
S.K.C
S.K.C
M.MAHARAJAN
1:10000
03
BLOW UP OF TEA HOUSE
TEA HOUSE AND
LANDSCAPE
Checked By:
Drawn By:
Designed By:
(MOITFE)
PROVINCIAL GOVERNMENT
Dwg No.
Shell Engineering Consultancy
Pvt. LtdMasterplan for Tourism Development in
Swargadwari, Manang
Date:
Ministry of Industry, Tourism,
Forest and Environment
Signature
Checked By:
Recommended
By:
Accepted By:
DesignationJune, 2019
SHEET TITLE : ClientConsultant SignatureDesignation