for expansion of ropeway...
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ROPEWAY PROJECT FROM RAGHUNATH TEMPLE TO TOD ROCK, NAKKI LAKE, MOUNT ABU, RAJASTHAN BY MARS ENTERTAINMENT PVT. LTD
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PREFEASIBILITY REPORT
For
EXPANSION OF ROPEWAY PROJECT
FROM
RAGHUNATH TEMPLE TO TOD ROCK, NAKKI LAKE, MOUNT ABU, RAJASTHAN
(Reference- TOR letter no. F. No. 11-4/2011-IA.III dated 18-03-2011) Land Area- 3774.7 sq m
Elevation- 1100m Alignment Length- 261 m
Category- ‘A’-7(g) Cost of Project- Rs. 4 Crores
Project Proponent
MARS Entertainment Pvt. Ltd.
A-9, Sai Darshan Colony, Tartoli Road, Abu Road- 307026
Environment Consultant
M/s Perfact Enviro Solutions Pvt. Ltd.
NABET Registered Vide List of accredited Consultants organization/ Rev 35/8th Oct 2015 at S.No.-116)
5th Floor, Front Wing,
NN Mall, Sector – 3, Rohini,
New Delhi – 110 085
(Email:[email protected])
Phone No: 011-47528467, 47021086
ROPEWAY PROJECT FROM RAGHUNATH TEMPLE TO TOD ROCK, NAKKI LAKE, MOUNT ABU, RAJASTHAN BY MARS ENTERTAINMENT PVT. LTD
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PREFEASIBILITY REPORT
1.1 Location Details
The project alignment is a part of Mount Abu Eco Sensitive Zone. The project is proposed near to
Nakki Lake having its base station near Raghunath Temple and the upper terminal at rock near
Tod Rock .It is located on the Aravalli Hill range.
Locational details are as follows:
Place : Near Nakki Lake
District : Sirohi, Mount Abu
State : Rajasthan
Latitude and longitude of lower terminal station and upper terminal station are as follows:
Lower Terminal station - 24°35'35.05"N; 72°42'17.76"E
Upper Terminal Station - 24°35'34.47"N; 72°42'10.96"E
Google Image of the project site:-
Raghunath Temple
ROPEWAY PROJECT FROM RAGHUNATH TEMPLE TO TOD ROCK, NAKKI LAKE, MOUNT ABU, RAJASTHAN BY MARS ENTERTAINMENT PVT. LTD
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1.2 Need of the Project
In the Indian religious circuit, the Raghunath Temple in Mount Abu, Rajasthan has a respectable
place since time immemorial and it attracts lakhs of pilgrims and tourists throughout the year
from all over the country.
Though a large number of pilgrims and tourist visit the hill temple braving all the adversities,
many are held back due to the hill’s inaccessibility and arduous climbing of to the Tod rock
sightseeing and viewing point. The ropeway by Mars Entertainment links the temple to near Tod
rock and will quickly and comfortably transport the pilgrims to the top.
The 625 meter long ropeway will have initial carrying capacity of 800 passengers per hour will
carry pilgrims to the hilltop in about minutes against steep climbing of 30-40 minutes. By using
the ropeway the journey of 20 to 30 minute drops down to 2 minutes.
Ropeway, being highly environment friendly causes almost no noise, water or air pollution and is
the most efficient and economical mode of transport in this hilly terrain where other means of
transport do not exist.
Approach to site
The nearest railway station is Abu road railway station, which is 15 km from the site. The site is
easily approachable by road from MDR 60 road, which is adjacent south-east 0.34km from the
site. The nearest highway is NH 14 which is 14.6 km from the site.
CHANGES IN PROJECT DETAILS:
S.No. Particulars Details Impact
Earlier Details Proposed Details
1. Latitude &
Longitude
UTP 24o 35’ 34.47” N
72o 42’ 10.96” E
24o 35’ 34.47” N
72o 42’ 10.96” E
No Change
2. LTP 24o 35’ 35.00” N
72o 42’ 17.76” E
24o 35’ 46.33” N
72o 42’ 24.31” E
Change
3. Elevation UTP 1283 m UTP 1283 m No Change
LTP 1133 m LTP 1156 m Change
4. Length of
Ropeway
261 m 545 m Change
5. Area 3774.7 sqm 5190 sqm Change
ROPEWAY PROJECT FROM RAGHUNATH TEMPLE TO TOD ROCK, NAKKI LAKE, MOUNT ABU, RAJASTHAN BY MARS ENTERTAINMENT PVT. LTD
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6. Activities UTP: Three floor for
amenities and
restaurants.
UTP: Three floor for
amenities and
restaurants.
No Change
LTP: Two floor for
reception, tickets,
amenities & restaurant
LTP: Two floor for
reception, tickets,
amenities & restaurant
No Change
7. Area
Allocation
UTP 3600 sq. ft 3600 sq. ft No Change
LTP 3600 sq. ft 6492 sq. ft Change
1.3 Infrastructure near Site:-
There is Raghunath Temple at bottom of hill near lower terminal. There is no habitat in the
land allotted for construction of Ropeway, Hence no R & R plan required.
a) Approach Road:-
The project site of ropeway is hardly 0.10 m from the MD 60 road
b) Sanitary Facility:-
The proposed ropeway is to be located at Raghunath Temple, Hence proper sanitation
facilities already exists at Site at Lower Terminal. Sulabh Saunchalaya exists near both LTP
and UTP but STP will be installed to treat the waste water generated from the toilets.
c) Water Supply:-
Total 53 KLD water shall be required for curing, ropeway development, and sprinkling
purposes. The water shall be taken from the municipal supply available.
d) Parking:-
Parking for 125-150 vehicles were already exists 100 m from LTP.
e) MSW: -
No authorized Municipal Solid waste site is present nearby site, Hence we are proposing
organic waste converter to dispose solid waste generated from site and recyclable waste
will be given to recycler.
1.4 Land Distribution at Site.
The total project area is 3774.7 m2
Land distribution at site is presented in Table 0-2:-
ROPEWAY PROJECT FROM RAGHUNATH TEMPLE TO TOD ROCK, NAKKI LAKE, MOUNT ABU, RAJASTHAN BY MARS ENTERTAINMENT PVT. LTD
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Table 0-1 : Land Distribution at Site
Description Area (m2)
Lower Station 313.7
Upper Station 851
Ropeway Corridor 2610
Total 3774.7 sq m
Lower Station8%
Upper Station23%
Ropeway Corridor
69%
Land use
Lower Station Upper Station Ropeway Corridor
1.4.1: Land Use on Either ends of the Project:
The project site is hilly and barren area. The 1 km radius of site toward west and North
West side of land is hilly barren land. The North, North east and eastern side Nakki lake.
After Nakki lake there is thin population density mainly hotels. The south and south east
part are thickly populated having both hotel and residential area.
ROPEWAY PROJECT FROM RAGHUNATH TEMPLE TO TOD ROCK, NAKKI LAKE, MOUNT ABU, RAJASTHAN BY MARS ENTERTAINMENT PVT. LTD
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Lower Station8%
Upper Station23%
Ropeway Corridor
69%
Land use
Lower Station Upper Station Ropeway Corridor
1.5 Technical Description
System Description
The System proposed has 4 Cabins. In Mono cable Jig back system, one endless hauling
rope supports and hauls two cabins, one in forward direction and the other in reverse
direction between the terminal stations. Once the cabins reach the terminal stations the
movement of the ropeway is reversed. Mono-cable uses cabins of comparatively lower
passenger carrying capacity.
Lower Station
Lower terminal will house the ropeway drive and tension gears. It will consist of drive
frame, motors, gear boxes, cabin control and conveying system, boarding / de-boarding
system. Cabin guides will be provided for smooth entry of cabins in windy conditions.
Cabins will stop at both stations prior to door opening & will give enough time for de-
boarding & boarding of passengers.
An alternate fully compatible DG set to run the ropeway in case of power failure,
emergency rescue drives which includes Diesel Rescue Drive and all Electrical controls
pertaining to Main Drive will also be located at Lower station.
Carriage
Each Gondola is fitted with a carriage, which has 4 nos. nylon wheel for movement of the
carriage over the track rope and gravity/ springs and leverage operated detachable grips for
gripping the haul rope.
Hanger
The cabin is suspended from the carriage through a hanger made of seamless pipe/ steel
section and the provision is made in the hanger for dampening the transverse swing of the
cabin.
Wire Rope
Rope selection is based on accepted norms of Ropeway engineering practice, available
standards, manufacturer's code of practice and our experience in designing similar
ROPEWAY PROJECT FROM RAGHUNATH TEMPLE TO TOD ROCK, NAKKI LAKE, MOUNT ABU, RAJASTHAN BY MARS ENTERTAINMENT PVT. LTD
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passenger ropeway. Tentatively the rope selected is Hauling rope- 30 mm dia 6 X 19 (s),
tensile designation of wire 1770N/ mm2, with Poly propylene core.
Upper Station
Upper station will comprise of a return wheel for haulage rope, a tensioning unit complete
with tensioning wheels, tension ropes & a counter weight block to take care of the rope
tensioning at its desired value.
Boarding & de-boarding will be taking place simultaneously at both stations.
Drawing Showing Monocable Ropeway:-
System Flow Chart
Ropeway Ground Profile
1.5.1 Technical Specification
All design, Manufacture/Construction will be as per the latest version of Indian Code of practice
(IS 5228 & IS 5229 as relevant).
Table 0-2: Technical Specification
SYSTEM => Mono-cable Jig back/ detachable system
CAPACITY => 480 Passenger Per Hour [initial]
SPEED => 3.0 M / Second
LENGTH => 261 M [approx.]
LEVEL DIFFERENCE => 65 M (Approx.)
ROPE => Hauling rope- 30 mm dia 6 X 19 (s), tensile designation of wire 1770N/ mm2, with Poly propylene core.
ROPEWAY PROJECT FROM RAGHUNATH TEMPLE TO TOD ROCK, NAKKI LAKE, MOUNT ABU, RAJASTHAN BY MARS ENTERTAINMENT PVT. LTD
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NO. OF CABINS PER GROUP => 6 Cabins in each group [for 4 seated]
CABIN CAPACITY => 4 seated
MAIN DRIVE MOTOR => 100 KW
ROPEWAY PROJECT FROM RAGHUNATH TEMPLE TO TOD ROCK, NAKKI LAKE, MOUNT ABU, RAJASTHAN BY MARS ENTERTAINMENT PVT. LTD
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RELEVANT SPECIFICATION
The proposed Ropeway System shall be conforming to the relevant Indian Standard Specification
i.e.
IS : 2062 Weldable Structural Steel
IS : 269 Ordinary & Low Heat Portland Cement
IS : 456 Code of practice for Plain & Re-inforced conc.
IS : 800 Code of practice for the use of structural steel in general building
construction.
IS : 875 Code of practice for structural safety of building, loading
standards.
IS : 1786 Cold worked steel high strength deformed bars for concrete
reinforcement.
IS : 1888 Method of load test on soils.
IS : 1893 Criteria for earthquake resistant design of structures
IS : 2309 Code of practice for lighting
IS : 3043 Code of practice for earthlings.
SPECIFICATIONS FOR CIVIL WORKS
General specifications:
Material design and workmanship for civil, structural, sanitary, water supply fittings will be latest
Indian Standards and where not available as per Central Public Works Department Specifications.
Construction of housing shall be of RCC columns, brick/stone panel walling, cement concrete
flooring, CGI sheet roofing steel doors and windows. The station and other structures shall be on
RCC foundations and RCC pedestals.
Considering the natural beauty of the area where the ropeway is to be constructed, it is
important that the terminal stations be designed with special care so as to fit in aesthetically with
the surroundings.
The basic raw materials such as aggregates, sand and cement etc. to be used for the civil works as
available in the region shall be pre-tested for suitability.
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Concrete test cubes/cylinders for testing at appropriate intervals shall be arranged. These
samples shall be tested at any of the recognized laboratories in the area.
DETAILS OF CIVIL WORKS
The civil works will essentially consist of Restaurants, Station Buildings, towers and equipment
foundations. Restaurants shall be constructed as part of Terminal Station area.
The main activities regarding civil works to be done are detailed below.
- Detailed field survey and fixing of specific alignment.
- Requisite geo-technical and soil investigation as per IS codes at tower and terminal
locations to determine design parameters for the foundations against super-imposed
loads.
- Detailed designs and drawings for system, foundations and structures including
architectural drawings of buildings, restaurants approaches etc.
- Detailed designs and drawings for station towers and buildings along with specifications.
- Civil works in foundation for station towers and stations along with equipment including
any special precautionary measures required for Seismic load and slope protection, if any,
in ropeway structures and buildings.
- Works for completion of station buildings and other structures.
Raw Material Requirement
Construction Phase
Raw Materials to be used during construction phase is given below:-
Course aggregates
Crushed Aggregates.
Sand
Cement
Tor steel bars
Form work materials
Structure steel
Bricks
ROPEWAY PROJECT FROM RAGHUNATH TEMPLE TO TOD ROCK, NAKKI LAKE, MOUNT ABU, RAJASTHAN BY MARS ENTERTAINMENT PVT. LTD
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LIST OF PLANT & EQUIPMENT AND SPECIFICATION
LIST OF PLANT & EQUIPMENT
Tentative list of Plant & Equipment for smooth and trouble free operation of the plant.
I. Haulage Rope : Hauling rope- 30 mm dia 6 X 19 (s),
tensile designation of wire 1770N/
mm2, with Poly propylene core.
II. Intermediate trestle completes
with cathead and ladder of with
steelwork construction.
: As required
III. Rope supporting trestle mounts
comprising of Sheaves, their
support beams and pedestals.
: 2 sets per trestle
IV. Drive Terminal Station complete
with required mechanical
equipments and support
structures of steelwork
construction.
: 1 Set
V. Tension Terminal Station
completes with required
mechanical equipment and
support structures of steel work
construction.
: 1 Set
VI. Ropeway Drive Equipments
comprising of Drive Sheave, Speed
Reduction Units, Electric Motor,
Braking Device etc.
: 1 Set
VII. Ropeway Tensioning equipment
comprising of Return Sheave,
Tension Gear, Trolley and Counter
Weight, Tension Rope etc.
: 1 Set
VIII. Ropeway cabin complete with
Carriage (Grip)
: 6
IX. Telecommunication equipment
comprising of Telephone and
Transmission wires.
: 1 Set at each Station
X Diesel Generator : 1 set
XI. Auxiliary drive with Diesel Engine
for emergency
: 1 set
ROPEWAY PROJECT FROM RAGHUNATH TEMPLE TO TOD ROCK, NAKKI LAKE, MOUNT ABU, RAJASTHAN BY MARS ENTERTAINMENT PVT. LTD
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XII. Rescue system : 1 set
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TECHNICAL SPECIFICATION
I. General
All design, Manufacture/Construction will be as per the latest version of Indian Code of
practice
II. Driving Gear
One set of Driving Unit of modern design and construction comprising of:
a) Heavy main driving sheave of suitable dia of close-grained Cast Steel/M.S.
fabricated construction with special Aluminum/Rubber Liner.
b) Alloy steel driving sheave shaft provided with heavy roller bearing mountings.
d) Totally enclosed high speed helical reduction Gear with machine cut teeth and
steel shafting running in heavy ball or roller bearing mountings.
e) One set of Electro-hydraulic thruster released and weight operated service brake.
f) One set of weight operated and thruster released emergency band brake directly
operating on drive sheave rim/ brake ring fitted on drive sheave.
g) One set of Jaw Clutch with manually operated lever for engagement with diesel
engine.
h) Main drives Motor with power feed and control devices.
i) Suitable rated Diesel Engine for emergency drive of the plant in the event of power
failure/ malfunctioning of drive motor.
The drive unit is rated for continuous operation and shall conform to the requirements
under worst condition of load.
III Tension Gear
One set of mechanical parts for the automatic tension of the main rope comprising of
Return-cum-Tension sheave of cast steel/fabricated steel construction mounted on ball or
roller journal and thrust bearings, trolley mounted on rollers, track for trolley, extra
flexible tension ropes, rope sheave, axles and bearings, mild steel tension weight cage and
concrete counter weight.
IV Trestle Mounts
Necessary pair, Hexa or Quadruple or Octa mounts consisting of special wheels with
synthetic rubber liner of suitable diameter fitted with grease packed ball bearings. The
wheels shall be supported on built-up steel double beams which, in turn, shall be pivotally
mounted on a special pedestal.
V Station Mountings
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All necessary mounts and single wheel fitted with ball bearings for use on the stations.
VI Cabin
4 seated Cabins with safety lock and made of tubular or rolled steel / aluminum section in
welded construction. Exterior & Interior surface will be covered by F.R.P. or aluminum
sheet. Cabin hangers will be made of rolled steel section carefully welded by jigs and
fixtures to avoid distortion. Cage/Cabin will be suspended from the hanger through
hinged or rubber-padded supports.
VII Tower
The Tower would be constructed of steel & would be either tubular or lattice structure.
VIII Generator Set
A stand by Diesel Generator of 300 KVA at lower station and 5 KVA at upper station will be
provided to run the ropeway at full capacity in case of failure of main electric power. The
DG Set will be bought acoustically enclosed and shall be kept on Surface.
IX Grip
Grip mechanism of Cabin is designed to guarantee proper rope gripping under most
unfavorable combinations of circumstances during Ropeway operations. Clamping
pressure of grip on the rope is designed to resist sliding motion due to spring pressure and
self-weight of cabin on maximum slope with factor of safety as per ISI code. Each grip is
equipped with twin jaw or single jaw for rope clamping as per code requirement.
X Wire Rope
Rope selection is based on accepted norms of Ropeway engineering practice, available
standards, manufacturer's code of practice and our experience in designing similar
passenger ropeway. Tentatively the rope selected is 42 mm dia 6 x 19 sealed
constructions, FMC conforming to IS 10891/1984. Rope diameter shall be as per IS-Code
during final design.
XI Auxiliary Drive
To operate the drive at slow speed in case of failure of the main power supply or any
defect in the Drive Motor, a Diesel Engine shall be provided. The engine is envisaged to
operate the system at slow speed in condition like electrical equipment failure etc.
XII Steel Work
All steelwork is made of rolled steel sections of IS 2062 bolted or welded Fabrication and
are in accordance with latest Indian Standards. Structures include all supports, bracings,
service platform, ladders etc. wherever necessary.
XIII Electricals
For variable speed of the Ropeway, we have considered DC Drive/AC VVVF Drive as prime
ROPEWAY PROJECT FROM RAGHUNATH TEMPLE TO TOD ROCK, NAKKI LAKE, MOUNT ABU, RAJASTHAN BY MARS ENTERTAINMENT PVT. LTD
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mover.
Electrical system comprises of :-
a) Electric Motor of adequate rating suitable for 415V, 3 phase, 50Hz.
b) Thyristor/Frequency Controller unit of reputed make for stepless speed control of
the system fitted with digital display unit indicating amperage, frequency, motor
rpm etc.
c) Motor Control Centre equipped with incoming ACB, switch fuse unit, push button
switches & indicating lamp, meters etc.
d) Local push button stations for emergency stoppages.
e) PVC insulated, PVC sheathed, armored, aluminum conductor power cables and
copper conductor multicore control cables.
f) Earthling equipments.
g) Lighting Arrestors
XIV Civil Work
Civil work conforms to respective Indian Standards. The grade of concrete will be M-15 or
M-20 nominal. Only HYSD Bars are to be used as reinforcement as per IS: 1786.
Ingredients are mixed by hand or mechanical mixer in volumetric proportion only or
design mix as applicable at site & as per design parameters.
XV Painting
All equipments and structures are coated with two coat of red oxide primer followed by a
coat of synthetic enamel paint.
Operation Phase
The raw materials used during operation phase will be HSD and water.
1.6 Utilities and Power
Source of Power
Construction Phase
Source – DG Set
Load -- 10 to 15 KVA
Operation Phase
Source - State Electricity Board
Power Requirement – 100 KW
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DG sets: 1x100 KW
Details of Fuel
The details of fuels used for the project are given in Table 0-1.
Table 0-1: Fuel Details
Fuel Type of Fuel Consumption L/hr
DG set (100 KW) HSD 10
Water and Wastewater Management
Source of Raw water Supply
The water demand for the proposed ropeway project for drinking and sanitation purpose during operation period is expected to be 53 KLD will be supplied by municipal supply.
Water Requirement
Construction Phase
Water requirement during construction phase is fulfilled by Municipal water supply. Total water requirement during construction phase is 5.0 KLD.
Operation Phase
Total water requirement has been estimated as 53 KLD as per detailed below and will be met by municipal supply. Water shall be used mainly for flushing, drinking, hand washing & horticulture purposes. Total quantity of wastewater generation is 45KLD. The waste water will be treated in STP and reused in gardening, flushing and miscellaneous purposes and excess treated water will be used in irrigation purposes.
Description
Source of water Municipal Supply
Total water requirement 53 KLD
Total quantity of waste water 45 KLD
STP capacity 30 KLD each (2 Nos.)
WATER MANGEMENT:
S.
No.
Population Factor
(lpcd)
Water
Requirement
(in KLD)
Waste Water
Discharge
(in KLD)
ROPEWAY PROJECT FROM RAGHUNATH TEMPLE TO TOD ROCK, NAKKI LAKE, MOUNT ABU, RAJASTHAN BY MARS ENTERTAINMENT PVT. LTD
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Visitors 3200 15 48
Staff 15 45 1
Sub Total 3215 49 44
1. Domestic 15
Hand wash- 10
Drinking - 5
10
Hand wash- 10
Drinking - Nil
2. Flushing 34 34
3. Gardening 2 Nil
4. Miscellaneous 2 1
Total 53 KLD 45 KLD
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WATER BALANCE DIAGRAM
Total water requirement
(53 KLD)
STP (2 nos.)
30 KLD each
38 KLD
Reuse
Domestic
15 KLD
Drinking
5 KLDHand washing
10 KLD
Nil Waste water
10 KLD
Flushing
34 KLD
Total waste water
45 KLD
Miscellaneous
2 KLD
Treated water
38 KLD Fresh water
15 KLD
Waste water
34 KLD
Treated water
42 KLD
Gardening
2 KLD
Waste water
1 KLDNil
Excess Treated water
of 4 KLD drip Irrigation in surrounding Green Area
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Solid and Hazardous Waste Management
Details of solid waste generation
Construction Phase
Wastes which are likely to be generated during the construction of terminals include the
following:
Site clearance
Construction material
Excavated materials
Municipal wastes
Construction Waste: Construction materials arising from the construction may include waste
timber work, spent concrete and cement screening and material and equipment wrappings.
Excavated materials: Excavation during pillar station tower foundations will lead to generation of
excess soil. Top soil will be used for concrete mixing as far as possible. Left out will be used for
refilling as far as possible and balance if any will be spread in the natural dunes.
Municipal Waste: Local labours will be employed; no labour camp will be setup at the site.
Approx. 3-4 kg/day waste will be generated which will be sent to solid waste/landfill site.
Operation Phase
During operation phase, solid waste will be generated by ropeway users. The solid waste
generated from the proposed project has been estimated 497 Kg/day. The waste generated will
be treated in organic waste converter. The waste will we collected from both the terminal and
disposed in OWC at Lower terminal.
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MUNICIPAL WASTE:
Type of Waste Colour of Bin Category Disposal Method Total Waste (kg/day)
Organic Waste
Bio-degradable
The waste will be collected & will be brought to the base terminal. The collected waste will be treated in Organic Waste Converter.
337
Pooja Material
160
Recyclable Waste Recyclable Collected and given to approved recycler.
145
Total Waste 642 kg/ day
Details of Hazardous waste
The details of hazardous waste generation from the project is given in Table 0-2
Table 0-2: Details of Hazardous Waste
Sr. No. Hazardous
Waste Category No.
Description of Hazardous Waste
Quantity
Per Year
Treatment
Disposal
1 5.1 Used oil <70 lit Stored in HDPE drums and given to reprocess or authorized by RPCB/MOEF
Cost of Project
Total Cost of project is Rs. 400 Lakhs.