CONCEPTUAL PLAN OF VARDHMAN INSTITUTE OF MEDICAL SCIENCES (VIMS) ,

CONCEPTUAL CONSTRUCTION OF VARDHMAN INSTITUTE OF MEDICAL SCIENCES (VIMS) PLAN PAWAPURI, NALANDA

1 Introduction Vardhman Institute of Medical sciences, A Government Medical College, is situated in a serine and tranquil environment, Pawapuri, a place known far wide for its scenic beauty, abundance of Jain shrines, a holy place of pilgrimage for sect, the sanctum sanctorum “” is located at approximate 100 KM south east from capital town , well linked by road and rail.

The total project land is 52.515 Acres land used for construction at present is 25 Acers. The total Ground area is 26170Sqm and the total built up area is 188171Sqm. Land area document is attached as Annexure-I.

The Project is designated under Category “B” and falls under Item 8(b) (Townships and Area Development projects) of the Environmental Impact Assessment (EIA) Notification of September 14, 2006 and its subsequent amendments.

The construction of the project has already completed 100% of the total construction has been done. Therefore the project comes under violation as per .the notification vide no- S.O. 804(E) dated 17th March 2017. Hence submitted for issue of TOR from .SEIAA .

Earlier the project was submitted on dated 1st Nov 2013 in SEIAA Bihar. Thereafter SEIAA Bihar sent a notice to the project engineer for violation as per the notifications dated 14th Sept 2006 and 28th Feb 2014. A case was filed by SEIAA Bihar vide court case no. - 98(C-2) 15 dated 30th April 2015. The detail and verdict of the court case detail is attached as Annexure-II.

2 SITE AND SURROUNDINGS The project site is located at. Mauza- Dashratpur, Thana - Pawapuri, Dist.- Nalanda Bihar. The co-ordinates of the project site are given in table no- 1. The project site is shown in the Figure-1 & 2 on 1 km radius map and 10 km radius map respectively.

Table 1: Site Coordinates S.N0. Latitude Longitude A 25° 5'32.02"N 85°32'45.07"E B 25° 5'31.64"N 85°32'46.27"E C 25° 5'30.59"N 85°32'44.67"E D 25° 5'31.20"N 85°32'36.97"E E 25° 5'25.83"N 85°32'36.06"E F 25° 5'26.65"N 85°32'29.54"E G 25° 5'21.55"N 85°32'28.83"E H 25° 5'19.90"N 85°32'42.36"E

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CONCEPTUAL CONSTRUCTION OF VARDHMAN INSTITUTE OF MEDICAL SCIENCES (VIMS) PLAN PAWAPURI, NALANDA

The Pawapuri Goshrawan road is adjacent to the project site. The project site is located near NH- 31 which is about 1.07 kilometres away from the site. The nearest railway station is Silao Railway Station at a distance of approximately 10.48 kms in West direction from the project site. The nearest airports are Jay Prakash Narayan International Airport and Gaya Airport are at distance of approximately 70 km in North West and South West direction from the project site respectively (Distance in Aerial).

3 SALIENT FEATURES OF THE PROJECT The detailed area statement is provided below in Table 1.

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CONCEPTUAL CONSTRUCTION OF VARDHMAN INSTITUTE OF MEDICAL SCIENCES (VIMS) PLAN PAWAPURI, NALANDA

Table 2: 3 SALIENT FEATURES OF THE PROJECT

PARTICULARS AREA ( M2) Total Plot Area 25 Acres (101171 SQM) Total Built-up Area 188171 SQM

No. of Structures/ Buildings proposed 26 NOS. Proposed Height of Buildings Max. Height Proposed 29.8 Meters FAR Permissible 2.5 FAR Proposed 1.850 Permissible Ground Coverage 40% i.e. 40468 sqm Proposed Ground Coverage 31.29 % i.e. 31666 sqm Basement Area 19267 SQM Building wise Floor area Built-up Area 1.HOSPITAL 81030 SQM 2.MEDICAL COLLEGE 30838 SQM 3.AUDITORIUM 1840 SQM 4.GUEST HOUSE 1715 SQM 5.TYPE-VII 950 SQM 6.TYPE-VI 11020 SQM 7.TYPE-IV 7044SQM 8.TYPE-V 9956 SQM 9.TYPE-II 800 SQM 9.TYPE-III 4342 SQM 9.TYPE-III 5196 SQM 10.COMMUNITY BLOCK 500 SQM 11.GIRLS HOSTEL 6935 SQM 12.NURSES HOSTEL 6675 SQM 13.INTERN HOSTEL 2383 SQM 14.STUDENT RECREATION 525 SQM 15.RESIDENT DOCTOR HOSTEL 6825 SQM 16.BOYS HOSTEL 6935 SQM 17. SECURITY/GUARD ROOM 37 SQM 18.SERVICE BLOCK 2420 SQM 19. METER/GUARD ROOM 205 SQM Green Belt & Landscape Area 20903.05 sqm

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CONCEPTUAL CONSTRUCTION OF VARDHMAN INSTITUTE OF MEDICAL SCIENCES (VIMS) PLAN PAWAPURI, NALANDA

Occupancy Details of the proposed Buildings 1. Hospital 500 Bedded

2.Medical College 100 Admissions 3. Auditorium 591 Seating Occupancy 4.Type residences 246 nos. Units

5.Type Hostels 1100 nos. Occupants 6.Guest House 28 nos. Units

Parking 4 Bus/Ambulan 2 Wheelers Facilities Wheelers ce

Covered 15 381 340 Parking Open Parking 433 66 Total Parking 814 406 15 Land Deed Papers ------

Power requirement / Electricity 8000 KVA Requirement of the Project

Backup Power 4 nos. DG Sets (4 x 1500  Number of DG sets with capacity KVA)

 Approximate fuel consumption 700 liters per hr (avg.) rate 4 AREA DETAILS The project envisages construction of hospital medical college hostels and residences. The building have basements under hospital and medical college block and surface area for parking. The detailed area statement is given below in Table-3. All the building plans are attached as Annexure-III.

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CONCEPTUAL CONSTRUCTION OF VARDHMAN INSTITUTE OF MEDICAL SCIENCES (VIMS) PLAN PAWAPURI, NALANDA

Table 3: Area details

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CONCEPTUAL CONSTRUCTION OF VARDHMAN INSTITUTE OF MEDICAL SCIENCES (VIMS) PLAN PAWAPURI, NALANDA

5 WATER REQUIREMENT, SUPPLY AND DISTRIBUTION Water Requirement for the proposed project is discussed below.

6 Water requirement during Construction phase Water requirement during the Construction phase was met by private water tanker/treated water from STP.

7 Water requirement during operation phase Water requirement during the operational phase is be met through borewell. The total water requirement for the project has been estimated to be ~625.67 kld. This includes domestic water requirement, flushing and landscaping. The total fresh water requirement for the project is ~377.67 kld. The water requirement for Flushing and landscaping through treated water from STP/ETP and Details of break-up of water requirement for project are given in Table-4.

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CONCEPTUAL CONSTRUCTION OF VARDHMAN INSTITUTE OF MEDICAL SCIENCES (VIMS) PLAN PAWAPURI, NALANDA

Table 4: Water Demand

Particulars Units Population Water Demand (LPCD) Water Demand (KLD) Waste water generation DWS FWS DWS FWS Total Wastewater (KLD)(85% (Domestic (flushing water of domestic + 100% Total water supply) supply) flushing) S.NO. BUILDING PROPOSED NAME POPULATION

1 Beds 500 500 300 150 150 75 202.5 2 Auditorium 591 591 05 10 2.96 5.91 8.43 3 Residences 246 1230 95 40 116.85 49.2 148.53 4 Type Hostels 1100 1100 95 40 104.5 44 132.83 5 Guest House 28 nos. Units 28 120 60 3.36 1.68 4.54

6 Green Belt & 20903.05 2 liter/sqm of 42 0 0 Landscape sqm Landscape Area area 7 DG 6000 1 lt./KVA/6 hr 6 0 0

8 Fire fighting -- -- 200 0 0 625.67 175.79 496.83

The total sewage generated from the project is expected to be in the order of ~497 KLD which will be treated in STP of capacity 650 KLD and 50KLD to be installed at project site.

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CONCEPTUAL CONSTRUCTION OF VARDHMAN INSTITUTE OF MEDICAL SCIENCES (VIMS) PLAN PAWAPURI, NALANDA

8 SOLID WASTE GENERATION AND MANAGEMENT The well adopt a systematic approach for solid waste collection and disposal from project activates. Solid waste generated from the project is collected properly and managed as per Solid waste Management Rules, 2016.

The domestic solid waste generated from the occupants of the College, Residence, Hostel, Visitors, Patients, and Staff; pertains to the two categories, Bio-degradable and Non- biodegradable. These solid wastes is collected separately by putting different types of separate bins at the source of generation. It is estimated that maximum solid waste generation would be about~1150 kg/day and biomedical waste would be generated 500 kg. The solid waste generation considered is given in Table-4.

Separate color coded bins are being provided in the hospital campus for collection of different types of Bio-Medical Waste for the proper treatment.

Bio-Medical Waste: Biomedical waste is waste that is either putrescible or potentially infectious. Biomedical waste is generated from biological and medical sources and activities, such as the diagnosis, prevention, or treatment of diseases. Biomedical waste may be solid or liquid. Examples of infectious waste include discarded blood, sharps, unwanted microbiological cultures and stocks, identifiable body parts, other human or animal tissue, used bandages and dressings, discarded gloves, other medical supplies that may have been in contact with blood and body fluids, and laboratory waste. Biomedical waste is properly collected in the separate container and will be disposed by authorized processor for Biomedical Waste.

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CONCEPTUAL CONSTRUCTION OF VARDHMAN INSTITUTE OF MEDICAL SCIENCES (VIMS) PLAN PAWAPURI, NALANDA

8.1 Central Waste Management system Central Waste Management system is setup for the treatment of bio-medical waste, generated from the hospital unit, it gives necessary treatment to reduce adverse effects that this waste may pose. The central waste management system comprises of incinerator, shreader, and autoclave.

S.No Treatment facility Capacity 1. Incinerator 50 kg/Hr 2. Shreader 50 kg/hr 3. Autoclave 2.1 Kg/sq.2 [30-32 psig]

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CONCEPTUAL CONSTRUCTION OF VARDHMAN INSTITUTE OF MEDICAL SCIENCES (VIMS) PLAN PAWAPURI, NALANDA

The E-waste generated is managed as per the E-waste management and handling rules 2016. Table 5: Detail of Solid waste S.NO. Particulars Units Population Unit rate Total Bio Waste medical waste Generation BUILDING NAME PROPOSED POPULATION 1 Beds 500 500 1kg/bed 500kg

Particulars Units Population Unit rate Total solid Waste waste (kg) Generation 2 Auditorium 591 591 0.15kg/person 88.65 3 Residences 246 1230 0.45kg/person 553.5 4 Type Hostels 1100 1100 0.45kg/person 495 5 Guest House 28 nos. Units 28 0.45kg/person 12.6 3449 1149.75~1150 * Source: Manual on Municipal Solid Waste Management, published by Central Public Health and Environmental Engineering Organization (CPHEEO), Ministry of Urban Development, Government of .

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CONCEPTUAL CONSTRUCTION OF VARDHMAN INSTITUTE OF MEDICAL SCIENCES (VIMS) PLAN PAWAPURI, NALANDA

9 RAINWATER HARVESTING/STORM WATER MANAGEMENT Rainwater harvesting is the activity of direct collection of rainwater. Collected Rainwater is stored for direct use or for recharging the groundwater. Rain Water Harvesting is the technique through which rain water is captured from the roof and paved surfaces and stored in sub-surface ground water reservoir by adopting artificial recharge techniques.

Advantages:  To meet the ever increasing demand for water.  To avoid flooding of roads.  To augment the ground water storage and control the decline of water table levels.  To reduce ground water pollution.  To improve the quality of ground water.  To reduce the soil erosion.  To supplement domestic water requirement during summer, drought etc.  Improves the quality of ground water through dilution when recharged to ground water.  In saline areas, rain water provides good quality water and when recharged to ground water, it reduces salinity and also helps in maintaining balance between the fresh-saline water inter-faces. Rainwater Harvesting Calculation for the project is given in Table-9 and Table-10. Strom water plan is attached as Annexure-IV.

As stated above, due to high ground water table, it is not feasible to provide the rain water recharge pits for aquifer recharging but there is a provision of the water sump for the collection of roof top rain water and it is further used for miscellaneous purposes. The rainwater runoff from the roofs shall be transported through underground pipes to water sumps structures & surface rainwater shall naturally percolate in the underground aquifer through natural filtration.

10 POWER REQUIREMENT Daily power requirement 8000 KVA

Backup power 4 nos. DG Sets (4 x 1500 KVA) 700 liters per hr (avg.)

The DG sets is provided with acoustic enclosure. Adequate stack heights of D.G. Sets is provided as per the stipulated guidelines of Central Pollution Control Board (CPCB) to facilitate natural dispersion of exhaust gases as the calculation for the stack height is considering height of the building.

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CONCEPTUAL CONSTRUCTION OF VARDHMAN INSTITUTE OF MEDICAL SCIENCES (VIMS) PLAN PAWAPURI, NALANDA

11 FIRE FIGHTING SYSTEM The firefighting is designed as per the recommendations of the National Building Code of India: Part 4 Fire and Life safety: 1997. The building has been classified under Group-A:

Residential Building, Sub Division Apartment Housing (A-4) in the National Building Code 2005.

The Fire Fighting system has been designed considering the following codes, manual and guidelines;

 National Building Code of India (NBC);  As per requirement of fire officer/local fire approving authorities; and  As per Indian Standard Code for Fire Protection (IS Codes)

12 DETAIL OF CONSTRUCTION MATERIAL List of building materials being used at site:

1. Coarse sand 2. Fine sand 3. Stone aggregate 4. Stone for masonry work 5. Cement 6. Reinforcement steel 7. Plywood & steel shuttering 8. Pipe scaffolding (cup lock system) 9. Bricks 10. Tiles 11. P.P.V.C. conduit 12. MCBs/DBs 13. PVC overhead water tanks 14. Pave tiles 15. GI pipe 16. Wastewater lines 17. S.W. sewer line up to main sewer 18. PVC rain water down take 19. Stainless steel sink in kitchen

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CONCEPTUAL CONSTRUCTION OF VARDHMAN INSTITUTE OF MEDICAL SCIENCES (VIMS) PLAN PAWAPURI, NALANDA

List of Machinery are used during Construction is as follows:

1. Dumper : Shall be used for mud and material handling 2. Concrete mixer with hopper : for RCC work 3. JCB/Pock line : Shall be used for digging and earth work 4. Concrete Batching Plant : used for concrete mixing 5. Road roller : For compacting the earth

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