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

PRE FEASIBILITY REPORT NAMEH HOTELS & RESORTS Survey No: 159/3 (Part), Village, Taluka - Goa.

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

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

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

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Pre-feasibility Report- Nameh Hotels & Resorts Pvt Ltd. Goa. ------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 Occupancy per unit Total occupancy unit Rooms 44 02 88 Staff 117

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Pre-feasibility Report- Nameh Hotels & Resorts Pvt Ltd. Goa. ------Particulars Total number of Occupancy per unit Total occupancy unit 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 . 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

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

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

TREATED STP MUNICIPALITY WATER WATER SUPPLY = 12.15 KLD = 44.73 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 SEWAGE TREATMENT PLANT CONSIDERED 90 % OF RESIDENTIAL WATER= 50 KLD = 50 KLD

TREATED WATER AVAILABLE 95 % OF 37.46 KLD = 48.63 KLD

FLUSHING LANDSCAPING ROAD CLEANING = 12.15 KLD = 34.05 KLD = 2.43 KLD

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Pre-feasibility Report- Nameh Hotels & Resorts Pvt Ltd. Goa. ------STP LAYOUT PLAN (50 KLD)

BAFFLE WALL Note:-

A 1. Raw sewage invert level = 1.63 below FGL 2. Wall thickness assumed = 200 mm. 3. All tanks should have C-Bar ladders OVER FLOW VP MH upto bottom TO DRAIN IVL -1.63 MH-1 OVER FLOW RAW SEWAGE TO DRAIN INLET B RCC.SUPPORTS 100mmX100mm EQUALISATION EQUALISATION TANK RAW SETTLING TANK SEWAGE TANK SCREEN INLET CHAMBER

MH SLUDGE PUMP ROOM HOLDING SECTION B-B TANK

VP PSF ACF SECTION C-C TO TWST MH LEGENDS

AERATION TO CD PSF : PRESSURE SAND FILTER TANK TO AERATION SHT TANK ACF : ACTIVATED CARBON FILTER VP CD : CHLORINE DOSER PF PR PS PR : RAW SEWAGE PUMP PF : FILTER FEED PUMP PS : SLUDGE PUMP MH OVER FLOW TO DRAIN AB : AIR BLOWER SETTLING MH : MANHOLE (0.9 x 0.60 M) C TANK C OVER FLOW TO DRAIN MH1 :MANHOLE 1(0.8 x 0.60 M) ECP : ELECTRIC CONTROL PANEL

MH CLEAR RCC.SUPPORTS 100mmX100mm WATER OVER FLOW OVER FLOW TO DRAIN SLUDGE SR.NO DISCRIPTION L W LD TD TANK TO DRAIN AERATION CLEAR TREATED HOLDING TANK WATER WATER 1. SCREEN CHAMBER 0.80 0.80 0.30 1.93 TANK SETTLING TANK TANK 2. EQUALISATION TANK 2.00 1.37 3.00 TANK 2.00 3. SLUDGE HOLDING TANK 2.00 1.00 2.70 3.00 MH EQUALISATION TREATED TANK 4. AERATION TANK 2.00 1.10 2.70 3 .00 WATER TANK OVER FLOW TO DRAIN 5. SETTLING TANK 2.00 1.00 2.50 3.00

6. CLEAR WATER TANK 2.00 0.90 2.30 3.00

7. TREATED WATER TANK 2.00 1.00 2.70 3.00

8. PUMP ROOM 2.00 3.30 3.20 ht A SECTION A-A

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

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

SCHEMATIC DIAGRAM OF STP (50 KLD)

WATER PRESS SEWAGE FLOW DIAGRAM FOR SMBR SEWAGE TREATMENT PLANT

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

SEWAGE RECEPTION CLEAR POLISHED WATER TO STORAGE TANK

CHLORINE DOSING

SUSPENDED MEDIA BAR SCREEN AND BIOREACTOR AIR IN OIL SEPARATOR CHEMICAL DOSING PSF AND ACF FILTERS RAW SEWAGE

AIR TO GRID AIR BLOWER FEED AND SLUDGE PP

SLUDGE TANK EQUALISATION BIOREACTOR SETTLING CLARIFIED

WATER CLEAN WATER

SLUDGE TRANSFER GROUND LEVEL

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

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

Pressure Electric switch Pressure panel gauge

To garden

Clean water outlets Treated from sewage sewage HYDRO-PNEUMATIC SYSTEM tank treatment valves Pump will take the suction from the plant treated tank and deliver via through the Hydro-pneumatic tank to the distribution system. It will maintain Hydr- the pre-described pressure of around pneumatic 2.5 bars to 2.7bars inside the tank 350ltrs distribution line. Completely Grundfos automatic electronic panel will control pumps the system taking the inputs from the pressure sensors located in the discharge line.

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

Pressure Electric switch Pressure panel gauge

To garden Clean water Treated from sewage outlets sewage HYDRO-PNEUMATIC SYSTEM tank treatment valves plant Pump will take the suction from the treated tank and deliver via through the Hydro-pneumatic tank to the distribution system. It will maintain Hydr- the pre-described pressure of around pneumatic 2.5 bars to 2.7bars inside the tank 350ltrs distribution line. Completely Grundfos automatic electronic panel will control pumps the system taking the inputs from the pressure sensors located in the discharge line.

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Pre-feasibility Report- Nameh Hotels & Resorts Pvt Ltd. Goa. ------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 Recurring Cost in lakhs rupees in lakhs rupees Construction Of STP 10 1 Rainwater Harvesting 5 0.5 Landscaping 5 1 D.G Maintenance & Pollution 1 0.75 Control Measures Solid Waste Management 5 0.25 Solar 5 0.5 Total 31 4.0

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