PRE FEASIBILITY REPORT...Pre-feasibility Report- Nameh Hotels & Resorts Pvt Ltd. Goa. -----

Pre-feasibility Report- Nameh Hotels & Resorts Pvt Ltd. Goa. -----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 1

PRE FEASIBILITY REPORT

NAMEH HOTELS & RESORTS Survey No: 159/3 (Part), Calangute Village, Bardez Taluka - Goa.


----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 2

1. INTRODUCTION

Nameh Hotels & Resorts Pvt Ltd.(here after proponent) proposed to develop beach hotel

and resort in Calangute Village, Bardez Taluka, Goa. Proposed development is located in

Sy.No. 159/3(Part), Calangute Village, Bardez Taluka, Goa.

Proponent proposes to develop on a land measuring total plot area 14757 sq.m. The hotel

consists 44 rooms; with Total Built Up Area of the project is 4912.89 Sq.mtrs. Car parking

proposed can accommodate 32 cars.

The project will boost the tourism in Goa, in turn will enhance the economy of the region.

Local livelihoods will increase with more employment opportunities, support services.

2. DEMAND ANALYSIS

With around 41 lakh tourists, 2014 saw the largest year to year growth (30%)in terms of

total tourist arrivals since 1985. Year 2014 was also the first year since 2005 where the

proportion of Goa to Kerala tourists significantly increased-from 27% in 2013 to 32% in

2014. Arrivals in the Oct-Dec period have significantly increased from 35% to 47% from

2005 to 2014. Part of this increase is explained by the large proportion of mega events held

in the period.

Classification of Tourist Arrivals across Goa can be explained based on prominence and

activities. Salcette-Presence of the beaches as well as it being a commercial hub. e.g. –

Colva, Benaulim and Majorda. Tiswadi-Presence of the State capital (Panaji), Basilica of

BomJesus (a UNESCO World Heritage Site), gaming and other shopping avenues. Bardez–

Presence of a vibrant nightlife, water sports, roadside shopping and beaches e.g. Baga,

Anjuna, Candolim, Calangute, Sinquerimand Vagator.

Hotel Distribution across Goa: Most of the accommodation supply is concentrated towards

North Goa, particularly in Bardez and Tiswadi talukas due to the higher demand from

tourists. The demand in the South Goa is catered to by hotels mostly concentrated in

Salcette and Mormugao talukas.

The project development will support the growing demand of tourists in Goa.

3. SITE DETAILS

The proposed hotel construction has one ground floor, roof structures. The site plan along

with ground floor, roof plans are given below:


----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 3


----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 4


----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 5

PEDESTRIAN MOVEMENT AND THEIR SAFETY

1. Considering the pedestrian safety as prime importance, there is a strong need to

construct pedestrian high rise kerb footpath (15cm to 30cm height kerb) with interlocking

blocks.

2. The width of footpath can be 1.5m which carry 600 pedestrians/hr which is adequate in

the present case.

3. Footpaths are constructed on either side of the road and kerbs are painted by Yellow

and Black colour paints.

4. Yellow line junction box is painted in front of the project to prevent stoppage of

vehicles.

ENTRY & EXIT TO PROJECT

1. All precautionary measures will be ensured for the safety of construction labours while

working at the site.

2. Adequate sign & guide posts for traffic as per IRC (Indian Roads Congress) or ITE

(Institute of Transportation Engineers ,USA) to be installed like ‘No parking’, ‘Bus Stop’, ‘Gap

in the median’, ‘Drive slowly’, ‘U-turn’ etc.

3. Solar blinker light is provided at the gate to caution exit vehicles. Sign boards will be

installed to indicate the hump location at two places, one 10m in advance & another at 5m

before the hump.

All the above proposals are clearly indicated in the designed drawing.

4. OCCUPANCY DETAILS

Following table describes the peak occupancy, staff required in hotel to serve the guests in

the hotel.

Particulars Total number of unit

Occupancy per unit Total occupancy

Rooms 44 02 88

Staff 117


----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 6

Particulars Total number of unit

Occupancy per unit Total occupancy

Restaurant 118

Multipurpose Hall 194

Total Occupancy 518

5. WATER REQUIREMENT AND SEWAGE GENERATION

Total Water Requirement for the project is 56.880 KLD as per National Building Code of

India. The detailed calculations are given below. Expected sewage at the rate 90% of water

consumption. Thus 55 KLD capacity of STP is proposed. Source of Fresh Water-Municipal

Supply (PWD).

COLD WATER DEMAND CALCULATIONS

1. Guest Room

44Rooms x 2 guests x 200 liters/day = 17600 ltrs.

2. Staff

44 Rooms x 1.8 staff x 45 liters/day = 3564 ltrs.

3. Visitors & Public Toilets

44 visitors x 1 visitor x 15 liters/day = 660 ltrs.

4. Kitchen

(44 rooms x2 guests x 3 meals) + (44 rooms x 1 visitor x 1 meal) + (44 rooms x 1.8 staff x 1

meal) x 15 liters/day = 8580 ltrs.

5. Restaurant

118 chairs x 70 liters/day = 8,260 liters/day.

6. Laundry

44 rooms x 8 x 15 liters / pound = 5280 ltrs.

7. Swimming pool =10,000 liters


----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 7

TOTAL WATER REQUIREMENT: - 53,994 Ltr per day

HOT WATER DEMAND CALCULATIONS

1. Guest Room

44 Rooms x 2 guests x 25 liters/day = 2200 ltrs.

2. Staff

44 Rooms x 1.8 staff x 5 liters/day = 396 ltrs.

3. Kitchen

( 44 rooms x 2 guests x 3 meals + 44 rooms x 1 guest x 1 meal + 44 rooms x 1.8 staff x 1

meal) x 5 litres/day = 2860 ltrs

TOTAL WATER REQUIREMENT: 5456 Ltrs per day


----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 8

WATER BALANCE CHART

TREATED WATER AVAILABLE

95 % OF 37.46 KLD = 48.63 KLD

LANDSCAPING = 34.05 KLD

ROAD CLEANING

= 2.43 KLD FLUSHING

= 12.15 KLD

MUNICIPALITY WATER SUPPLY

= 44.73 KLD

TREATED STP WATER

= 12.15 KLD

DOMESTIC WATER = 53.99 KLD SWIMMING POOL =10 KLD

TOTAL WATER CONSUMPTION = 66.88 KLD

SEWAGE WATER GENERATED 90 % OF RESIDENTIAL WATER

= 51.19 KLD

SEWAGE WATER GENERATED

90 % OF RESIDENTIAL WATER= 50 KLD

SEWAGE TREATMENT PLANT CONSIDERED

= 50 KLD


----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 9

STP LAYOUT PLAN (50 KLD)

Note:-

3. All tanks should have C-Bar ladders

upto bottom

MH : MANHOLE (0.9 x 0.60 M)

LEGENDS

PR :

PF :

PS :

AB :

RAW SEWAGE PUMP

FILTER FEED PUMP

SLUDGE PUMP

AIR BLOWER

PSF : PRESSURE SAND FILTER

ACF : ACTIVATED CARBON FILTER

CD : CHLORINE DOSER

2. Wall thickness assumed = 200 mm.

1. Raw sewage invert level = 1.63 below FGL

ECP : ELECTRIC CONTROL PANEL

MH1 :MANHOLE 1(0.8 x 0.60 M)

EQUALISATION

TANK

AERATION

TANK

SLUDGE

HOLDING

TANK

CLEAR

WATERTANK

SETTLING

TANK

A

RAWSEWAGEINLET

TREATEDWATER

TANK

A

MH-1

MH

MH

MH

MH

MH

MH

OVER FLOW

TO DRAIN

OVER FLOW

TO DRAIN

OVER FLOW

TO DRAIN

B

IVL -1.63

OVER FLOW

TO DRAIN

RAW SEWAGEINLET

EQUALISATION

TANKSCREEN

CHAMBER

OVER FLOW

TO DRAIN

OVER FLOW

TO DRAIN

RCC.SUPPORTS

100mmX100mm

SETTLING

TANK

EQUALISATIONTANK

SLUDGE

HOLDING

TANK

AERATIONTANK

CLEAR

WATERTANK

TREATEDWATER

TANK

OVER FLOW

TO DRAIN

SECTION B-B

SECTION A-A

C C

RCC.SUPPORTS

100mmX100mm

SETTLING

TANK

BAFFLE WALL

SECTION C-C ACFPSF

PF

TO

TWST

PS

TO

SHTCD

PR

TO AERATION

TANK

PUMP ROOM

EQUALISATION TANK

SLUDGE HOLDING TANK

AERATION TANK

SETTLING TANK

CLEAR WATER TANK

TREATED WATER TANK

1.

2.

3.

4.

5.

6.

DISCRIPTIONSR.NO L W LD TD

3.00

3.00

3 .00

3.00

3.00

3.00

1.372.00 2.00

2.702.00 1.00

2.701.102.00

2.501.002.00

2.300.902.00

2.701.002.00

PUMP ROOM

7.

3.20 ht3.302.008.

SCREEN CHAMBER 1.930.300.80 0.80

VP

VP

VP


----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 10

STP DESIGN & DETAILS

Technical write-up on Sewage Treatment Plants Based on MBBR Technology

1. The out fall sewer main from the last manholes, (up to 140 M3 per day) will be let into a

screening chamber by gravity flow. Large solids particles shall be intercepted by a fine

screen. The screen shall be manually cleaned with suitable rake arrangement.

2. The sewage after screening is collected in a completely enclosed collection sump for

smoothing out peak flows. Provision of air shall be kept in this tank to break the solids in

suspension and to homogenize the sewage.

3. The homogenized sewage from the collection tank is pumped into a completely

enclosed below ground level moving bed bio reactor (MBBR) tank. Provision of air is made

in this tank using positive displacement roots type blowers. Heavy duty diffusers will be

installed to impart even aeration and mixing.

4. In the MBBR Reactor tank activated sludge process is carried out with the help of bio

film carriers.

5. Overflow of the reactor tank is taken to the tube settler for settling of the activated bio

mass. Settled bio mass would be wasted to sludge drying beds.

6. Overflow of the tube settler is taken to the Intermediate tank.

7. From the intermediate tank, effluent is pumped to a Pressure Sand Filter followed by an

Activated Carbon Filter. Intermediate tank is provided with level sensors and air diffusers

for maintaining aerobic conditions.

8. Before PSF effluent would be dosed with sodium hypo chloride for disinfection.

9. Treated effluent from outlet of ACF would be collected in treated effluent storage tank.

10. Treated water to be used for landscaping and flushing purposes.


----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 11

SCHEMATIC DIAGRAM OF STP (50 KLD)

BIOREACTOR EQUALISATION CLARIFIED

WATER

SETTLING

SLUDGE

TANK

GROUND LEVEL

PSF AND ACF

FILTERS RAW SEWAGE

BAR SCREEN AND

OIL SEPARATOR

SUSPENDED MEDIA

BIOREACTOR

CHLORINE DOSING

CLEAR POLISHED WATER TO

STORAGE TANK

CHEMICAL DOSING

AIR BLOWER

AIR IN

AIR TO GRID

THIS IS A SCHEMATIC DIAGRAM ONLY. (NOT TO SCALE)

WATER PRESS

SEWAGE RECEPTION

FEED AND SLUDGE PP

SLUDGE TRANSFER

CLEAN

WATER

SEWAGE FLOW DIAGRAM FOR SMBR SEWAGE TREATMENT PLANT

(MINIMUM CONTACT TIME FOR TRATMENT IS DESIGNED FOR 7HRS AND MORE


----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 12

Hydr-

pneumatic

tank 350ltrs

Grundfos

pumps

Electric

panel

Pressure

switch Pressure

gauge

Treated

sewage

tank

To garden

outlets

valves

Clean water

from

sewage

treatment

plant

HYDRO-PNEUMATIC SYSTEM

Pump will take the suction from the

treated tank and deliver via through

the Hydro-pneumatic tank to the

distribution system. It will maintain

the pre-described pressure of around

2.5 bars to 2.7bars inside the

distribution line. Completely

automatic electronic panel will control

the system taking the inputs from the

pressure sensors located in the

discharge line.


----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 13

Hydr-

pneumatic

tank 350ltrs

Grundfos

pumps

Electric

panel

Pressure

switch Pressure

gauge

Treated

sewage

tank

To garden

outlets

valves

Clean water

from

sewage

treatment

plant

HYDRO-PNEUMATIC SYSTEM

Pump will take the suction from the

treated tank and deliver via through

the Hydro-pneumatic tank to the

distribution system. It will maintain

the pre-described pressure of around

2.5 bars to 2.7bars inside the

distribution line. Completely

automatic electronic panel will control

the system taking the inputs from the

pressure sensors located in the

discharge line.


----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 14

6. RAIN WATER HARVESTING

The rain water collected form roof is used for rain water harvesting.

During monsoon season, instead of municipal water, rain water shall be used for all the

domestic purpose

Based on roof area of 1314.82 sq/m and average rain fall per day of 25 mm, the total rain

water collection per day is approx. 32.870 Cum.

It is intended to provide the rain water harvesting tank of 1day capacity, i.e.40 cum.

The water is transferred to rain water harvesting tank via network of chambers/ piping.

Before entering the tank, it is passed through coarse filtration. This water is transferred to

main UG tank by suitably filtering it. Filtration is achieved by activated carbon filter and

pressurized sand filter. Chlorine dozing is also done to dis-infect the same.

7. SOLID WASTE MANAGEMENT

Wet Garbage 0.2 T per day of waste is expected and 0.2 T per day of sludge will be collected

properly and transferred Compost Pit. The manure generated in compost pit will be used for plants

in the garden.

8. BUDGETARY ALLOCATION FOR EMP

Description

Capital Investment in lakhs rupees

Recurring Cost in lakhs rupees

Construction Of STP 10 1

Rainwater Harvesting 5 0.5

Landscaping 5 1

D.G Maintenance & Pollution Control Measures

1 0.75

Solid Waste Management 5 0.25

Solar 5 0.5

Total 31 4.0

PRE FEASIBILITY REPORT...Pre-feasibility Report- Nameh Hotels & Resorts Pvt Ltd. Goa. -----

Documents

Transcript of PRE FEASIBILITY REPORT...Pre-feasibility Report- Nameh Hotels & Resorts Pvt Ltd. Goa. -----