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Vol. 4- DESIGN BASIS REPORT

ALL INDIA INSTITUTE OF MEDICAL SCIENCES AT

GORAKHPUR (U.P.) UNDER MoHFW

HLL INFRA TECH SERVICES LTD. (HITES)

As

Executing Agency of

MINISTRY OF HEALTH & FAMILY WELFARE

CONSTRUCTION OF

ALL INDIA INSTITUTE OF MEDICAL SCIENCES

AT

GORAKHPUR, U.P. (INDIA)

Design Basis Report

(January, 2018)

CONSTRUCTION OF ALL INDIA INSTITUTE FOR MEDICAL

SCIENCES AT GORAKHPUR, U.P. (INDIA)

INDEX

DESIGN BASIS REPORT

Chapter TITLE Page No.

A. General 1-25

B. Civil Works- Structures 26-39

C. Plumbing & Sanitary System 40-49

D. Solid Waste Generation and Management System 50-51

E. Water Treatment Plant 52-58

F. RO System 59-61

G. Sewerage Treatment Plant and Effluent Treatment

Plant 62-65

H. Hot Water System including Solar HWG 66-67

I. Electrical & LV Services 68-101

J. Lifts 102-103

K. HVAC Works 104-146

L. BMS Works 147-156

M. Fire Fighting Works 157-178

N. Acoustic Design 179-194

Finishing Schedule Annexure-I

Tentative List of Medical Equipment Annexure -II

Construction of AIIMS Gorakhpur Design Basis Report

Page 1

Construction of All India Institute for Medical Sciences At Gorakhpur, U.P. (India)

A. DESIGN BASIS REPORT - GENERAL

1. INTRODUCTION

The New All India Institutes of Medical Sciences (AIIMS) are being established in the

country under AIIMS (Amendment) Act 2012 as a Central Government Autonomous

Institutes of national importance. The mandate of these Institutes is to develop –

• Medical Education

• Medical Research

• Tertiary Healthcare

Government of India proposes to establish a New All India Institute of Medical Sciences

(AIIMS) at Gorakhpur in U.P., India, under Pradhan Mantri Swasthya Suraksha Yojna

(PMSSY). The proposed Institute shall have 750 Bedded state-of-the-art multi-Specialty

/Super-Specialty facilities with captive Hospital, Medical College (at undergraduate

level with annual intake of 100 students and PG/Doctoral Courses in various

Specialty/super-Specialty disciplines) and Nursing College, AYUSH block, Auditorium,

Night Shelter, Guest House , Hostels, Residential facilities and other ancillary

requirements to make the campus self-sufficient.

This Institute will participate in providing national leadership in education of the

Practicing Physicians & Surgeons and Medical Scientists, Medical research and in the

application of sophisticated Medical Technology to patient care. The activities of the

Institute will focus on providing the highest quality patient care services, medical

education and in advancing medical research.

This Institute shall have been envisaged as Centre of Excellence for undergraduate and

postgraduate Medical Education, Nursing Education and Medical Services and are to

be trend setter in Health Research and advancement of Medical Sciences in India. This

Institute will implement new approaches in medical education and provide best

facilities for postgraduate/doctoral studies and research.

Ministry of Health & Family Welfare (MoHFW), Government of India has engaged HLL

Infra Tech Services Ltd. (HITES) as the Executing Agency for setting up of new AIIMS at

Gorakhpur, Uttar Pradesh.


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HITES, on behalf of MoHFW, has appointed M/s Suresh Goel & Associates (SGA), New

Delhi in a consortium with M/s Silver Thomas Hanley (STH), Australia as Architectural

Consultant for Preparation of Master Plan and Concept Designs for this Project. Also

considering the special requirements w.r.t acoustic parameters due to vicinity of the

project site near the defense airport, HITES, on behalf of MoHFW, has also appointed

M/s Veneklasen Associates (VA), Gurugram, Haryana as Acoustical Design Consultant

for the Project.

As per directions and approval of MoHFW, the project is to be executed on Turnkey i.e.

EPC (Engineering, Procurement & Construction) basis wherein the Master Plans &

Concept Designs shall be provided to the bidders and after award of work the

contractor shall be responsible for complete detailed designing, engineering,

procurement and construction of the project.

Availability of Project Site

The site is located in village Mahadev Jharkhandi, Tukra No. 2, Tehsil Sadar, District

Gorakhpur (U.P). The plot of land is measuring 112 Acres (Approx.) and is surrounded

by pucca main roads on two sides. The stretch of land is in one pocket. There are

various low rise buildings/structures existing in the plot area along with various

services and utilities including tubewells, Electrical lines, drains etc. which have been

decided to be demolished/removed including diversions of existing drain lines by the

Government of U.P for availability of clear site free from all encumbrances.

2. SITE ANALYSIS

2.1. Location and Description

Gorakhpur is located in the eastern part of Uttar Pradesh. Gorakhpur is a city along

the banks of Rapti River in the eastern part of the state of Uttar Pradesh in India,

near the border with Nepal. It is the administrative headquarters of Gorakhpur

District and Gorakhpur Division. The city is also home to Gorakhnath temple and

many historic Buddhist sites and the Gita Press, world's largest publisher of Hindu

religious texts. It is also the headquarters of North Eastern Railways and serves an

important center for education and trade. The site is connected to the railway

station via NH28 on the north side of the campus and airport on the east side. The

passenger airport is proposed to shift to Kushinagar whereas an Airforce airbase

exists right adjacent to the site. BRD Hospital is the only medical institution catering

to people from all over the district visits this place to get medical solutions to their

problems.

2.2. Surrounding

The site is located in village Mahadev Jharkhandi, Tukra No. 2, Tehsil Sadar, District

Gorakhpur (U.P.). The plot of land is measuring 112 Acres (Approx.) and is

surrounded by pucca main roads on two sides. The stretch of land is in one pocket.


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It is around 4.5 kms. from Gorakhpur Railway Station, 1.9 kms. from Mahayogi

Gorakhpur Airport, and 13 kms. from Gorakhpur Medical College. The immediate

neighbourhood of the site comprises of Air force base and Maharishi Gorakhnath

Airport to the east, an army school to the north and Madan Mohan Malviya

Engineering College to the south. The west and south west are bounded by

primarily high density low rise buildings.

2.3. Connectivity

The site has a strong connectivity with the National Highway 28 towards the north

providing a major vehicular connect with the rest of the city. Maharishi Gorakhnath

Airport to the east is located at a distance of 1.9 km from the site. The site also has

access from the south through Deoria Road.

2.4. Circulation

A majority of the traffic moves from west to east. There are two major entries to the

site. Vehicular movement is basically on three roads; NH 28 on the north, Deoria

road on the south and a connecting road on the west.

2.5. Building Regulations

The site falls under the jurisdiction of Gorakhpur Development Authority U.P. The

site area admeasures 112 Acres (4,53,252.80 sq m) Development of infrastructure

has been developed with a permissible ground coverage of 35% (1,58,638.48 sq m)

and a F.A.R. of 2.00 (9,06,504 sq m). The other details are as follows:

The other requirements as per applicable GDA bye laws are as follows:

• Minimum green area on site = 15% of plot area

• Minimum set backs on all sides of building = 10 m

• Minimum staircase width for hospital = 2m.

• Maximum travel distance to escape staircase (both for stilt and upper floor)

=30m and 45m for building with sprinkler system

• Maximum travel distance to escape route for dead end = 6m

• Minimum 6 m fire tender way, around building and minimum 9.00 mtr turning

radius at road junctions to be left.

2.6. The site slopes gently towards the southeast corner. There are various low rise

buildings/structures existing in the plot area along with various services and

utilities including tubewells, Electrical lines, drains etc. which have been decided

Parameters Permissible Ground Coverage 35% (1,58,638 Sq.ms.)

F.A.R 2.00 (9,06,504 sq m)

Height 40 m


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to be demolished/removed by the Government of U.P for availability of clear site

free from all encumbrances including diversions of existing drain lines. Besides

the above there are existing large trees in the plot area.

3. MASTER PLANNING:

3.1. The Master Plan reflects the strategic planning of the proposed institute for the

present and the emerging needs in view of advances in health care and the needs

of the population. Master plan delineate building and functional utilization of

campus site in a creative efficient manner. The Master Planning has been

prepared considering the following key parameters :

• Integrated Complex with zoning taking into account the environment and

applicable bye-laws with specific consideration with respect to the nearby

existing airport

• Self-sustaining integrated campus with dedicated zones for Healthcare,

Institutional and residential components ensuring seamless movement of

residents, patients and visitors

• Segregation of various types of movement, including normal and emergency

vehicular movement and movement of vehicles for utilities. Barrier-free

movement and accessibility for the persons with disability

• Creating synergies between patient care, research and teaching

• Integrating academic and residential life

• Creating holistic environment for overall development of the inhabitants

• Functional utility of all services with hygienic condition

• Creating a focus of an institution of excellence

• Creative open spaces

• North south orientation has been ensured for all blocks, enabling maximum

daylight and minimum dependence on artificial lighting fixtures.

• The proximity to the airport also drove the zoning of various blocks on campus.

• The institutional areas have been proposed at the extreme edge of the site

thereby ensuring a secluded zone.

• Planned Future Development

The proposed Master Plan, based on above concepts and building bye-laws, is as

under:


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- Master Plan


Page 6

3.2. PROJECT COMPONENTS:

The Institute shall have 750 Bedded state-of-the-art multi-Specialty /Super-

Specialty facilities with captive Hospital, Medical College (at undergraduate level

with annual intake of 100 students and PG/Doctoral Courses in various

Specialty/super-Specialty disciplines) and Nursing College with annual intake of

60 students, AYUSH block, Auditorium, Night Shelter, Guest House, Hostels,

Residential facilities and other ancillary requirements to make the campus self-

sufficient.

a. Hospital Complex:

The 750 Bedded Hospital shall comprise of the following blocks /

departments:

• Hospital Building

- Specialty Departments - 360 Beds

- Super Specialty Departments - 210 Beds

- Other Facilities - 150 Beds

- Total - 720 Beds

• AYUSH Building - 30 Beds

• Total Beds = 750 Beds

b. Institutional Complex:

The Institutional Complex shall have a Medical & Nursing College. The

Medical College shall have intake of 100 MBBS students every year. The

Nursing College shall have intake of 60 students every year. It shall have

facilities as under:-

• Medical and Nursing College with Administrative facilities

• Auditorium

c. Residential and Hostel Complex:

The Residential and Hostel Complex consist of building as under:-

• Residences of various types viz. Type II, III, IV, V and Director’s

Residence

• PG/UG Hostels for Boys and Girls

• Nursing Hostels – working and students

• Guest House

d. Other Facilities:

• Shopping complex


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• Recreational & Sports Facilities

• Other related facilities viz. Mortuary, Laundry etc.

• Night Shelter

• Dining Facilities

• Parking and other Support Facilities

• Helipad

e. Service Blocks:

To accommodate services, the building for following facilities may be

separately provided, as per requirements:-

• Substations

• HVAC Plant room

• Pump Houses

• Fire Station

• Other utilities

f. Future Expansion:

Provision has been made in the Master Planning for future development as

follows:

• Expansion for the Hospital Block

• Expansion of Medical College

• Dental College

• Paramedical institute

• International Students Hostel

• Club

• Residential complex

• Sports facilities

• Parking

3.3. Summary of Facilities Provided:

A. Institutional & Hostels:

Buildings/Particulars Provided Main Hospital Block 720 beds

AYUSH Hospital 30 beds Medical College and Nursing College 100 admissions (Medical College)

60 admissions (Nursing College) Auditorium 500 seats


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Night Shelter 152 people Shopping Centre 1 UG Hostel Boys 246 nos. UG Hostel Girls 120 nos.

PG Hostel Married Students 150 nos. PG Hostel Girls 150 nos. PG Hostel Boys 300 nos.

Working Nurses Hostel 144 nos. Student Nurses Hostel 288 nos.

Guest House 15 rooms

B. Residential:

Building Total

Required

Present Stage of development

Future Provision in master plan

Total provision in master plan

Required Provided

A B C D C+D

Director's Residence

1 1 1 1

Type II Units

665 108 96 480* 576

Type III Units

1806 18 32 1040* 1072

Type IV Units

482 21 24 56* 80

Type IV (S) Units

291 40* 40

Type V Units

214 24 24 144* 168

Type VI Units

44 40* 40

3503 172 177 1800 1977

* As per directions of MoHFW, the provision was to be made for total 3503 apartments

against which actual provision have been made for 1977 apartments to ensure optimal

residential density at site.

AREA STAEMENT:

S. No. Description Floor

1. Hospital Building (720 beds)

OPD + Diagnostic Block G+2

Hospital G+4

2. AYUSH Block (30 Beds) G+1


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3. Medical and Nursing College G+4

4. Housing

Housing Type II &III S+8

Housing Type IV S+6

Housing Type V S+6

Director Residence G+1

5. Guest House G+2

6. Hostels

Nurses hostel G+4

UG Boys Hostel G+4

UG Girls Hostel G+4

PG Students Hostel G+6

7. Dining Block G

8. Night Shelter G+3

9. Auditorium G

10. Shopping G

11. Electric Sub Stations G

12. Fire Station G

13. Mortuary G

14. Laundry G

15. Waste management services block G

16. Cafeteria G

Total Area

Comparison between Permissible & Proposed Built-up areas as per Local

Building Bye-laws

Parameters Permissible Proposed

Ground Coverage 35% (1,58,638 Sq.m) 9.02% (40,897)

F.A.R 2.00 (9,06,504 sq m) 0.32% (1,49,326 sq m)

1.12 (5,08,056 sq m)

with future expansion

Height 40 m 21.6 m (Institutional)

26.4 m (Residential)


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4. PROPOSED DEVELOPMENT- PHASING

As per directions of MoHFW, the development of the campus, under the present scope

of work, is proposed to be taken up in 4 phases for creating infrastructure facilities as

under:

Phases Construction and functioning of Building/ Components of Works to be completed along with all associated E&M, services & utilities

Phase-I Hospital (OPD and Diagnostic Facilities),

AYUSH Block (30 Beds),

Director’s Residence

Guest House,

Service Block, Electric Substations (ESS-1,2 &3), HVAC Plant Room STP (2 nos.), ETP, Fire Pump room & UGT, WTP and relevant services

Entrance Gates (2 nos. –Gate No.1 & 3)

Roadwork, pathways, external drainage, external development including related electrical services, signages etc. covering areas from entrance doors to OPD block, AYUSH Block, Director’s Residence and Guest House.

Phase-II Medical and Nursing College

UG Student’s Hostels

Type II & III Apartment (One Block)

Type V Apartments

Nursing Hostel (Working & Students)

Dining Block

Entrance Gate (1 no.)

Roadwork, pathways, external drainage, external development including related electrical services, signages etc. covering areas around above mentioned blocks.

Phase-III Hospital Building (300 beds )

Casualty/Trauma Centre

Laundry

Mortuary

Type II & III Apartment (One Block)

Type IV Apartments

Night Shelter

Roadwork, pathways, external drainage, external development including related electrical services, signages etc. covering areas around above mentioned blocks.

Phase-IV Completion of project with all Buildings and infrastructure including the following:

Hospital Building (addl. 420 beds )

PG Hostel


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Auditorium Block

Cafeteria,

Shopping Centre

Fire Station

Helipad

Parking, pathways, bus bays etc.

Entrance Gates

Roadwork, pathways, external drainage, external development, landscaping, horticulture including related electrical services, signages etc. for complete project.

5. CONCEPT PLANNING

5.1. Hospital Department/ Speciality and Bed Distribution

The Departments/Specialties and their respective bed distribution are as follows:

S.

No.

Department/ Speciality Bed

Distribution

Speciality

wise total

A Surgical and allied specialities

1 General Surgery 60

120

2 Orthopaedics 30

3 Opthalmology 15

4 OTO-Rhinolaryngology (ENT) 15

B Medicine and Allied Specialities

5 General Medicine 60

165

6 Paediatrics 75

7 Dermatology 15

8 Psychiatry 15

9 Obstetrics and Gynaecology

(i) Obstetrics 30

75 (ii) Gynaecology 30

(iii) NICU 15

C Super Speciality Departments

10 Cardiology 15

210

11 CTVS 15

12 Gastroenterology 15

13 Surgical Gastroenterology 15

14 Nephrology 15

15 Urology 15

16 Neurology 15

17 Neuro Surgery 15

18 Paediatrics Surgery 15


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S.

No.

Department/ Speciality Bed

Distribution

Speciality

wise total

19 Burns and Plastic Surgery 15

20 Surgical Oncology 10

21 Medical Oncology 10

22 Radiation Oncology 10

23 Endocrinology 10

24 Pulmonary Medicine 20

D Other Facilities

25 Intensive Care Unit and Critical Care 75

150

26 Trauma 30

27 PMR Facilities 15

28 Paid Beds 30

TOTAL BEDS HOSPITAL BUILDING 720

E AYUSH BLOCK

29 AYUSH 30 30

TOTAL 750 750

A. Design Basis: The Hospital has been designed to provide tertiary healthcare

facilities meeting the patient’s needs and comfort. Some significant concepts that

have been incorporated while designing and planning are listed below:

- Orientation of the building is kept north south to facilitate maximum natural

light and ventilation.

- Modular Building design

- Smooth horizontal and vertical movement of patients, staff and equipment. All

the blocks and departments are inter-linked for horizontal circulations.

- Various small waiting spaces have been dedicated for Patient and people near

each department apart from common waiting areas as this will help in

decongestion in peak period.

- Smooth accessibility for the differently abled persons.

- Natural light to all the patient rooms has been externally provided with

windows in corridor for additional lighting.

- Centralized air conditioning, firefighting and detection system

- Energy efficient Building

- Planning and allocation of services as per the National Building Code-2016 and

applicable bye-laws

- Provision of solar water heating system

The hospital building planned is a G+4 storied structure. The OPD portion of the

Hospital building has been planned as G+ 2 storied structures to ensure its early


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completion and commencement of relevant OPD & Diagnostics facilities. The floor

wise distribution of various facilities in the Hospital Block is as under:

- First Floor: OPD (50 consult rooms with 24 treatment/demonstration rooms) +

16 OT Complex, 75 beds ICU.

- Second Floor : Wards

- Third Floor: Wards

- Fourth Floor: Wards

5.1.1. Hospital Building Planning

i. Ground Floor – OPD & Diagnostics, Casualty/Trauma Centre, Registration,

Administration

This floor houses OPD (17 consult rooms with 8 treatment/demonstration

rooms) + Radio-diagnostics (4 X-Ray Rooms, Fluoroscopy, Dental X-Ray

OPG, 2 nos. Ultrasound Rooms, MRI Room, 2 nos. CT Scan Room), Casualty

(comprising of Triage, Resuscitation, Minor OT Room, X-ray, Ultrasound

Room, ECG Room) a Nuclear Medicine Facility comprising of PET CT and

SPECT CT a Trauma Centre (30 bed Ward) Psychiatry Department

(Consult Rooms + 15 Bed Psychiatry Ward, 20 bed hemodialysis unit with

a separate area for infected cases (HIV, HCV, HBSAg), Rehab, Cafeteria,

Radiation Oncology comprising of LINAC Bunkers (2 nos.)

The block has four entry points namely main/visitors, staff & service,

casualty and rehab. The main/ visitors entry is through a wide hallway

facing a landscaped courtyard giving a sense of hope and healing.

All the entries on ground floor are well connected to lift lobby and

staircase nearby for easy and convenient access for one and all to various

departments on upper floors.

The main/visitor entry corridor further leads into sizeable registration

cum waiting area with registration counters and patient waiting on both

sides.

In one segment of the ground floor there are consultation chambers and

their respective waiting besides the chambers for counseling and

diagnostics etc. In the other segment there is radiology and Imaging

department.

Cutouts in the middle of the building takes care of adequate light and

ventilation required for various areas that surround it.

ii. First Floor : OT + ICU + OPD

This floor houses 16 O.T (14 Modular OT's + 2 Endoscopy suites), 15 bed

cardiac ICU, 15 bed Paediatric ICU, 15 Bed HDU, 15 Bed Respiratory ICU


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and a 15 Bed Surgical ICU with Isolation rooms are placed in a secluded

zone for peaceful environment. Doctor’s duty rooms and nurses station

are located within or adjoining them.

There is a 45 bed general surgery inpatient unit.

The typical ward module planned is of 4 beds. The OPD’s have been

proposed along with day care chemotherapy area

iii. Second Floor : OT Plant + Wards

The Outpatient Clinics with Pathology Labs are provisioned at this floor.

The floor has 30 bed (20 bed pulmonary medicine, 10 bed endocrinology),

30 bed oncology, 15 bed PMR facilities, 15 bed dermatology, 15 bed burns

+ plastic inpatient unit, 15 bed nephrology inpatient unit, 15 bed CTV, 15

bed cardiology.

This floor houses the OT Plant (AHU, UPS for the OT Complex).

iv. Third Floor : Labour and Delivery + Wards

This floor comprises of clean & septic delivery rooms, anesthetist room,

Eclampsia room, Induction room. 15 bed Paediatric NICU

The floor houses 90 bed paediatric, 15 bed ENT, 15 bed ophthalmology, 30

bed obstetrics and 30 bed gynecology.

v. Fourth Floor : Wards

The floor houses 15 bed gastroenterology, 15 bed surgical gastro, 15 bed

urology, 30 bed paid, 60 bed general medicine, 30 bed orthopaedic, 15 bed

neuro, 15 bed neuro surgery.

vi. Terrace Floor:

Water tanks, Lift machine room, staircase/mumty, A.H.U’s and Solar

panels are planned on roof top.

5.1.2. Other Buildings:

The related facilities such as mortuary, laundry etc. have been planned as

separate buildings.

5.2. AYUSH Block

AYUSH Block (30 bedded) is proposed to generate awareness on alternate

therapies, i.e., Ayurveda, Yoga, Unani, Siddha and Homeopathy based on traditional

methods of healthcare delivery. The block is planned as G+1 structure with

following facilities on various floors:

Ground Floor – Reception. Department of Homeopathy, Unani, Yoga and

Sidha. The administration department is also housed on this floor


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comprising of office for HOD, 10 workstations and 3 cabins, a meeting room

for 30 people.

First Floor - 30 beds (4 modules of 6 bed wards + 6 single rooms).

Department of Ayurveda with Panchkarma facilities have been provisioned

at this floor.

5.3. MEDICAL AND NURSING COLLEGE

An integrated building is proposed for medical college and nursing college.

Besides this the provision for administrative offices have also been made in this

block.

The Medical College shall cater for 100 UG admissions and the Nursing College

shall cater for 60 B.Sc (Nursing) admissions. The block shall house pre-clinical

(Anatomy, Physiology and Biochemistry) and para-clinical (Microbiology,

Pharmacology, Pathology, Forensic Medicine, Community Medicine) departments.

Scope for expansion has been kept adjacent to enable future expansion. The block

is planned as G+ 4 structures with following facilities on various floors:

Ground Floor – Administration area (Offices for Director and President, a

100 seater conference room, Registrar’s Office, Finance Section,

Engineering Section) a cafeteria. Department of Anatomy (comprising of 1

Dissection Hall, 2 Demonstration rooms, a museum, Offices for HOD,

associate professor, assistant professors, tutor’s and non-teaching staff

rooms.

First Floor – Central Library, Department of Physiology and Biochemistry

2 nos. 120 seater Lecture Halls. 2 nos. Common labs

Second Floor – 300 seater Lecture Hall, 1 nos. 120 seater Lecture Hall,

Examination Multipurpose Hall, Department of Pathology, Department of

Community Medicine. Boys and Girls Common Rooms. 2 nos. Common labs.

Third Floor – Departments of Microbiology, Pharmacology and Forensic

Medicine, 2 nos. Common labs, 6 nos. Smaller labs.

Fourth Floor- Nursing College consisting of Principal and Vice Principal’s

Offices, 2 nos. Lecture Halls, Common Rooms for Girls and Boys, Nursing

Foundation Lab, Computer Lab, Common Health and Nursing Lab, Pre-

clinical Lab, Faculty Halls 2 nos., Library, Nutrition Lab, AV Room, Pre-

clinical.

5.4. Auditorium

The auditorium is a single storied double height structure. It shall be air

conditioned and have capacity of 500 seating and has been designed for optimum

values of acoustic parameters. The provision has also been made for 1 no. seminar

hall for 120 capacity, 1 no. multi-purpose hall, 1 no. small conference room and


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other required amenities . The arrival lobby space shall double up as exhibition

cum poster display area for students. The auditorium is located with adjoining

lawns, parking space, easy access for outsiders. The auditorium will serve the

purpose for scientific conferences / seminars as well as for cultural programmes.

Care has been taken while designing the interior acoustics to achieve desired

values of reverberation time, ambient noise level and diffusion. The selection of

materials on the ceiling, walls and at stage has been made to achieve these

parameters and materials have been fixed at locations to achieve aesthetic values

in addition to the technical requirements. The provision for required audio and

video system and stage lighting has been considered.

5.5. Residential Complex

5.5.1. HOSTEL COMPLEX

Hostel facilities have been planned with the following requirements.

UG Students Hostel for Boys (246 nos.) and Girl students (120 nos.).

PG Students Hostel for Married (150 nos.), Girls (150 nos.) and Boys (300

nos.).

Nurses Hostel for Working (144 nos.) and Student (288 nos.).

Common dining space to meet the requirement of all the hostels. The dining

hall is a single storied structure with 4 halls of 150 seating capacity each.

Interaction Area, Activity rooms and related facilities have been provided

for all the hostels.

5.5.2. RESIDENTIAL COMPLEX

The provision has been made for Residential Units, including Director’s

residence as per requirements and they are planned broadly as per norms

prescribed by MoUD, Govt. of India. The different types of residential units

planned are as follows:

Director’s Residence – Type VIII

Type V Apartments S+6 (24 apartments) Each block shall have four

apartments per floor with a common core comprising of 2 nos. lifts and a

staircase, with additional provision for one fire escape staircase.

Type IV Apartments S+6 (24 apartments) Each block shall have four

apartments per floor with a common core comprising of 2 nos. lifts and a

staircase, with additional provision for one fire escape staircase.

Type II and III Apartments (Integrated Block) (S+8) (Two such blocks are

proposed. Each block shall have 8 apartments per floor with a common core

comprising of 2 nos. lifts and a staircase, with additional provision for one

fire escape staircase.


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In addition, the master planning of the residential complex has been done to

enable future housing requirements, as per details given below:

Building Total

Required

Present Stage of development

Future Provision in master plan

Total provision in master plan

Required Provided

A B C D C+D


1 1 1 1

Type II Units

665 108 96 480* 576

Type III Units

1806 18 32 1040* 1072

Type IV Units

482 21 24 56* 80

Type IV (S) Units

291 40* 40

Type V Units

214 24 24 144* 168

Type VI Units

44 40* 40

3503 172 177 1800 1977

* Against the planned of total of 3503 apartments, actual provision have been made for 1977 apartments to ensure optimal residential density at site.

5.5.3. Guest House

The campus houses a guest house facility with total 15 rooms (8 single rooms +

5 suites and 2 special suites) with related facilities such as multi-purpose hall,

dining area, gym and kitchen.

5.5.4. Night Shelter

A night shelter (G+3 Floor) to cater to 152 persons has been planned in the

campus. The accommodation has been provided in the form of dormitories,

family rooms, etc. Self-Cooking area on various floors and canteen at ground

floor have been provided.

5.6. Other Facilities:

5.6.1. Cafeteria:

A 100 seat cafeteria is proposed adjacent to the Auditorium Block to cater to

students and faculty in the institutional area. This shall also cater to the

requirements of the Auditorium Block during functions.


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5.6.2. Shopping Centre

A shopping centre (single storied) to cater to the needs of the campus has been

planned.

5.6.3. Sports & Recreation Facilities:

For the welfare of the residents, outdoor sports facilities have been planned as

follows:

- Play ground

- Basketball Court - 1 no.

- Badminton Court-2 nos.

- Tennis Court- 1 no.

The playground is proposed to be developed in future to house a full fledged

football field with seating rakes.

5.6.4. Service Blocks/ Facilities:

Service Blocks with adequate space like Electrical Substations, HVAC Plant

Room, WTP/ETP/STP/ Fire Pump Rooms etc. has been planned.

5.6.5. Medical Services:-

Adequate Space provision has been made for MGPS, CSSD, Kitchen and

Pneumatic Tube System inside Hospital building. Mortuary and Laundry have

been planned as separate buildings.

5.6.6. Waste Disposal Facility:-

Adequate space has been planned for collection of solid waste. Also separate

dedicated space has been planned for collection of Bio Medical waste

generated from various buildings.

5.6.7. Fire Station:-

A single storey building is provided for 1 No. Fire Station to cater to firefighting

services at AIIMS Gorakhpur. Fire station shall be provided with sufficient

space to accommodate 2 Nos. of Fire Tenders, other firefighting equipment,

Fire Personnel, ancillary facilities etc. It has been considered that the required

Fire Tenders & other associated equipment shall be provided & operated by

State Fire Authorities.

5.7. Future Expansion

a. In addition, the following facilities have been provisioned in the master plan to

be taken up in the future stages of construction.

i. Multi-level car parking

ii. Club + crèche


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iii. International students hostel

iv. Dental college

v. Paramedical institute

b. Besides, provision have been made for future expansion of the following

facilities for which the construction is being taken up in present stage:

i. Hospital block

ii. Medical college

iii. Hostels

iv. Residential complex

5.8. External Development

5.8.1. Site Levels

The campus area is almost flat except a portion on the south east side which is

low lying. The proposed level of internal roads and Building Plinths are as

follows:

The existing External road level (NH) on North Side adjoining to the

site is 98.60m

The internal road level is proposed to be kept 0.9m above from the

outside existing road level .

The Hospital & Institutional building plinth level are proposed to be

0.6m above the adjacent internal road level.

The residential buildings plinth levels are proposed to be 0.45m

above the adjacent internal road level.

5.8.2. Circulation & Parking

The circulation and parking has been planned to keep the pedestrian character

of the complex. The open parking has been carefully camouflaged and softens

through vegetation or totally screened off with trees/ shrubbery.

5.8.3. Roads

It is proposed to construct the campus roads; with filling of earth, preparation

of sub-grade, two layers sub-base WBM and finished with Vacuum Dewatered

concrete. Following three types of roads are proposed: -

(i) Type A: 25 M Right of way, two lanes with single carriageway is proposed

on the west edge of the hospital from main gate along NH 28 to Deoria

Road on the south; road between academic area and hospital, and the

residential entry promenade


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(ii) Type B: 15 M Right of way, two lanes with single carriageway is proposed

as the axial road connecting the housing complex to the hospital complex.

(iii) Type C: 13.20 M Right of way, single lane with single carriageway is

proposed on the perimeter of the site to enable servicing and connection

of blocks.

(iv) For pedestrian movement and parking areas, paver blocks/ HDPE Grass-

Crete blocks/Chequered CC tiles shall be used, as required.

(v) Kerb stones: All roads edges shall be provided with kerb stones.

(vi) Adequate no. of hume pipes (RCC Pipes) of suitable dia. shall be laid across

the roads/pathways etc. for crossing of cables, pipe etc. as per

requirements.

5.8.4. Parking

(i) Provision for parking spaces has been made on the basis of “Equivalent

car space” (ECS) as laid down under “Building Bye Laws” of Gorakhpur

Development Authority.

(ii) Parking space has been planned with adequate vehicular access to a street

and the area of drives, aisles and such other provisions required for

adequate manoeuvring of vehicles shall be exclusive of the parking space.

5.9. Landscape

Main objective of the landscape theme is to create a pleasant outdoor

environmental for the patients and visitors to this prestigious complex,

complementary to the character of the built form. The aim of the landscape theme is

to creating an enabling healing environment for the patients to help in expediting

recovery. The Master planning has been done to retain existing trees in the campus

with minimal cutting and/or replantation .

The sight and noise of vehicular traffic on outer main road is cut off by further

strengthening the existing boundary planting. A dual row of trees shall be planted

along the peripheral green belt which shall serve dual purpose of cutting down the

noise from the highway, enhancing the livability on campus and minimizing

environmental impact.

5.9.1. Design criteria

a. Public and Semi Public Realms

A clear segregation of public and semi-public realms is aimed by creating

clearly defined zones delineated by landscaping.

Each area aims to create a self-contained zone in itself to disable users

from crossing over into restricted areas.


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b. Walking Distances

Provision for adequate walkways/pathways has been made as per

requirements. A covered walkway is proposed connecting the different

hostels to dining block.

c. Visual Links

The central courtyard in the hospital shall be a major activity generator

encouraging patients to step out.

d. Buildings

The built form merges seamlessly with the landscape. The relationship is

ensured by use of similar materials for the landscape palette

corresponding to the building materials. Bansi paharpur Sandstone used

on facades' is replicated in the sit outs, walkways to blend the buildings

with the landscape.

e. Main Entrances

The campus has roundabouts at road junctions to facilitate smooth flow of

traffic within the campus.

f. Paths and Roads

There will be a consistency in the way paths and roads are presented that

clearly identifies their use, whether these are direct routes, recreational

routes, service routes. Three categories of roads, as detailed above have

been proposed on campus.

g. Transport Links

A public transport lay bye has been carved out along the north boundary

of the site. The same connects to the Hospital building through a walk way.

This shall enable integration of the campus with the rest of the city

h. Lighting and Security

Adequate lighting provision has been made to enhance safety and security.

Parking areas, entrance and service roads, and also isolated or dark areas

are clearly defined and lit.

Parking areas

Segregated parking spaces have been earmarked for Patients, Staff and

Students across the campus.

i. Avenue plantation is proposed along the hospital, medical college

frontage.


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j. Healing garden- A therapeutic garden is proposed next to the AYUSH

facility that has been specifically designed to meet the physical,

psychological, social and spiritual needs of the people using the garden as

well as their caregivers, family members and friends.

k. Boundary wall & Noise Barrier –

Peripheral plantation shall act as a noise barrier, a variety of trees is

proposed along the edge to enable noise reduction. Boundary wall has been

proposed for Director’s Bungalow and Guest House, students’ hostel zone

viz. UG Hostel for Girls and Boys, PG Hostel block and Nurses Hostel.

5.10. Signages:

Signages of different sizes are to be provided at different locations inside the

campus. Design basis of the signage is readability at vehicular movement &

pedestrian movement. In general, wherever required signages will be bilingual. The

signage scheme has been developed to enable way finding for the patients, students,

visitors. Signage will be consistent across the campus.

The entrance signage shall be made of Stainless steel alphabets fixed onto concrete

base with dash fasteners. The building signages shall be made of Non backlit Acrylic

panels of approved pantone shades, mounted onto framework made of square

hollow sections.

ENVIRONMENT IMPACT ASSESSMENT:

As per EIA notification dated 09th December, 2016 the projects having built up area

between 1,50,000 sqm to 3,00,000 sqm falls under jurisdiction of State Level Expert

Appraisal Committees while projects having built up area more than 3,00,000 sqm

is examined by the centre committee (Expert Appraisal committee of MoEF & CC).

Since the Built Up Area at AIIMS, Gorakhpur campus is proposed to be less than

1,50,000 sqm, it will be taken up by State Level Expert Appraisal Committee (SEAC),

Uttar Pradesh.

Measures being taken for reducing impact on environment in the proposed campus:-

(i) STP/ETP facility for treatment of liquid waste generated at proposed site.

(ii) Treatment of Solid Waste & Bio Medical waste generated at proposed site.

(iii) Emission of exhaust gases at suitable height from DG sets as per CPCB norms.

(iv) dB level of equipment chosen will be within limits as per relevant norms.

(v) Adequate storage provision for operationalization of Hospital Facilities shall be

made

(vi) Solid waste management techniques shall be segregated in the following heads :


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Municipal solid waste, organic waste composter, inert waste shall handed

over to the authorized municipal waste collector,

Recyclable waste to be handed over to authorized recycler,

Biomedical waste to be handed over to the authorized common

biomedical waste management facility (approved by UP Pollution Control

Board).

E-waste shall be handed over to authorized e-waste recycler.

During construction stage following precautions to be taken

(i) Back filters shall be used for Batch mixing plant. All provisions as per CPCB shall be

provided.

(ii) Sprinkling of water to avoid dust pollution shall be ensured during construction.

(iii) Temporary hutments shall be constructed for accommodation of constructions

workers during construction which shall be demolished and cleared off after

completion of the project.

6. GRIHA RATING & CERTIFICATION

a. The plot area at AIIMS, Gorakhpur is 112 Acres (45 Hectares Approx). Accordingly

project qualifies for GRIHA Rating as total land area is more than 2500 sqm and less

than 50 Hectares.

b. It is intended that following buildings in the AIIMS, Gorakhpur Campus should meet

minimum Three Star GRIHA Rating.

i. Hospital building

ii. AYUSH Building

iii. Medical and Nursing College building

iv. Auditorium

c. Latest GRIHA Version 2015 (with amendments if any) shall be followed.

d. GRIHA norms shall be followed during various phases like Planning & Design,

Construction, Post Construction & Operation.

e. Salient Green Building Requirements are as under:

- LED light fittings and occupancy sensors

- To make optimum use of natural light an internal courtyard &atrium has been

planned

- Solar water heaters & Solar PV system

- Roofs will be suitably insulated


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- Rain water harvesting and provision of sewage treatment plant and re-use of

waste water for flushing/gardening/Cooling Tower make up

- Use of permanent, durable and local materials

- Passive Architecture

- Low Flow fixtures/faucets

- Heat resistant Tiles on Terrace

- Double Glazed Units

- Low VOC Paints etc.

7. AESTHETICS

Aesthetics is of utmost importance to enable a healing environment, this aesthetics

is met by providing pleasing architectural elevation features coupled with the use of

local materials (white sandstone is proposed to be used in the facade), creating an

enabling environment.

8. ARCHITECTURAL FEATURES OF THE PROJECT

The Architectural features of the project are as follows:

Green campus with seamless phasing

Clear structured into zones for hospital complex, teaching, hostels &

recreation and residences, maximizing site potential, & connected through a

pedestrian spine

Special provisions w.r.t. Acoustic parameters in view of the proximity of the

project to the airport are being made

Campus has an imposing frontage and wide entrance to the O.P.D. Complex

Hospital complex is designed around a central healing garden with seamless

expansion with emphasis on pedestrian & barrier free movement

Central green area having sports & recreation facilities is easily accessible

from teaching & residential complexes. Likewise, dining is a central meeting

point

Orientation is primarily north south and coupled with specific shading of

envelop

Permanent, durable and local materials have been integrated, low heat

transmission heat reflective glass towards green building complex

Provision made for 4 access controlled gates, 2 on north & 2 on south side of

the campus.


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9. DESIGN PHILOSOPHY

The design philosophy takes into account the followings:

a. To cater for different functional requirements of user with creative indoor

spaces, surroundings, better circulation and flexibility in space planning.

b. Integrated designs of electrical, mechanical and other services with

structural system which should be planned with optimum cost, low

maintenance and lowest consumption of energy and water.

c. Comprehensive acoustic, noise & vibration design services keeping into

consideration the presence of airport in the vicinity of the campus.

d. Climate responsive Architecture with integration of daylight and electric

light, thermal comfort, ventilation.

e. Consideration of green building principles.

f. Water and solid waste management with waste water recycling, water

conservation and rain water harvesting.

g. Development of surroundings with site terrain consideration, traffic

circulation, indigenous vegetation and plantation.

h. The complex/blocks proposed to be developed should be based on efficient

construction technologies for fast track and ease in construction. The

buildings can be RCC framed construction.

**********************


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B. Design Basis Report- Civil Work- Structures

1. General

Master Plan & Concept Plan of the AIIMS Gorakhpur shall be provided to the

Contractor. The Contractor shall prepare the detailed architectural design and drawing

of the Project for approval from the local bodies and statutory authorities The

structural design of buildings is required to be done and proof checked by the

Contractor. This chapter briefs the requirements for the structural designs.

2. Geo Technical Investigations

The contractor shall carry out the required site surveys and soil investigations as per

requirements. However, the data as per the available Geo-Technical investigations

already is given herein below for reference

i. As per the available soil report, soil strata at this site consist of inorganic silty clays

of low to intermediate plasticity upto the depth of 3.00 meters. After this depth of

3.00 meter soil strata consists of inorganic silty sands of low to none plasticity till

the depth of investigation except one bore hole (BH-3) where Silty clays of low

plasticity found after the depth of 18.00 meter. The entire soil stratum exhibits no

expansive property and contains no harmful salts.

ii. Water table:-The depth of water table encountered during the investigations was

between 4.8 to 5 meter below the ground level.

iii. Recommended Soil Bearing Capacity

a. RAFT FOUNDATION

Depth of foundation (m)

Safe bearing capacity (kN/m2 )

2.00 125.00

2.50 160.00

3.00 162.00

b. ISOLATED FOOTINGS



2.50 100.00

3.00 110.00

c. STRIP FOOTINGS




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2.50 145.00

3.00 155.00

3. Design of Structural System

3.1. Objective

The objective is to lay down the structural analysis & design of proposed AIIMS at

Gorakhpur. It also incorporates the design process to establish the overall design

philosophy to be adopted in the Analysis and design.

3.2. Description of the Project:

The AIIMS Gorakhpur has several buildings. All the buildings shall have RCC

frame structure except the auditorium which shall have a composite structure

comprising of box girders with deck roofing. The structure/configuration of

buildings shall be as under:-

a. Institutional Blocks

Building No. of Floors

OPD+ Diagnostic Block G+2

Hospital Block G+4

AYUSH Hospital G+1

Medical and Nursing College G+4

Auditorium G

Night Shelter G+3

b. Residential Accommodation:


Type II & III Integrated Blocks S+8

Type IV S+6

Type V S+6

Nurses Hostel G+4

UG Hostels (Girls & Boys) G+4


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PG Hostel G+6

Dining G

Director’s Residence G+1

c. Other buildings


Guest House G+2

Shopping Block G

Mortuary G

Laundry Block G

Fire Station G

Cafeteria G

3.3. Design Philosophy

a. Type of Structure: RCC framed structure has been proposed for all the

structures except auditorium which shall be composite structure.

b. 3-D Analysis of all the building structures is to be carried out by the

contractor using latest versions of modern software packages such as

STAAD Pro and the results of the analysis shall be used for designing the

various elements. All designs shall strictly conform to the standards

specified in National Building Code 2016 and to be proof checked.

c. HITES reserves the right to conduct third party design validation and the

successful Contractor shall provide all data and carry out all modifications

that may be suggested by the third party so appointed.

d. The recommendations of the past Geo Technical investigation as above are

indicative. The Contractor shall conduct soil investigations on their own

and shall be responsible for the adequacy of the design.

e. Overhead tank for domestic and firefighting purposes shall be located at

terrace level, unless planned otherwise.

f. Site falls in Zone IV of Seismic Zones of India


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g. Provision of Helipad has been considered on the ground near Hospital

Block/Medical College.

3.4. Structural designs:-

The main considerations followed for the design of structure are:

a. Structure safety and stability.

b. To meet the demands of aesthetics conceived by the architect.

c. Availability of material, equipment and expertise.

d. Constructability and ease of maintenance.

e. Durability.

f. Economy

3.5. Structural Arrangement

The proposed buildings in the AIIMS Complex are considered to be of RCC frame

structure with Isolated/ Strip /Raft foundations.

3.6. Design Standards

The relevant Indian Standard Codes, as given below have been followed for

structural design.

Sl. No.

Code Description

1 IS: 875(Part 1)-1987

Code of practice for Design Loads (Other than Earthquake) for Building and Structures-Unit weights of Buildings Materials and Stored Materials.

2 IS: 875(Part 2) -1987

Code or Practice for Design Load (Other than Earthquake) for Buildings and Structures Imposed Loads.

3 IS: 875(Part 3) - 1987

Code of Practice for Design Loads (Other than Earthquake) for Buildings and Structures – Wind Load.

4 IS: 875 (Part 5) -1987

Code of Practice for Design Loads (other than Earthquake) for Buildings and Structures-Special Loads and Load combinations.

5 IS: 456 -2000 Code of Practice for Plain and Reinforced Concrete with amendments

6 IS: 1786 -2008

Specification for High Strength Deformed steel bars and Wires for Concrete Reinforcement.

7 IS: 3370 (Part1) -1965

Code or practice for Concrete Structures for the storage of Liquids – General Requirements.

8 IS: 3370 (Part2) -1965

Code of Practice for Concrete Structures for the Storage of Liquids – Reinforced Concrete Structures.

9 IS: 3370 Code of practice for Concrete Structures for the Storage of


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Sl. No.

Code Description

(Part4) -1967 Liquids – Design Tables.

10 IS: 1893 (Part1) – 2002

Criteria for Earthquake Resistance Design of Structures.

11 IS: 4326-1993 Earthquake Resistance Design and Construction of Building – Code of Practice.

12 IS: 1642-1989 Fire safety of buildings (general):details of construction code Of practice

13 IS: 13920-1993

Ductile detailing of reinforced Concrete structures subjected to Seismic forces — code of practice

14 SP:24-1983 Explanatory handbook on Indian standard code of practice for Plain and reinforced concrete (IS:456-1978)

15 SP:16-1980 Design aids for Reinforced concrete to IS : 456-l978

16 SP:34-1987 Handbook on Concrete Reinforcement and Detailing

17 IS: 800-2007 Code of Practice for General Construction in Steel.

3.7. Loads, Classification and Material Properties

I. LOADS

The structural members are loaded with various loads combinations during

its services conditions. The loads on the structure are taken for analysis and

design as per the relevant IS codes of practice

a) Dead load as per IS: 875 -1987 Part-1

b) Imposed live load as per IS: 875 -1987 Part-2

c) Wind loads as per IS: 875-1987

d) Seismic Loads as per IS: 1893-2002

Dead loads comprises of the self-weight of all permanent construction

including walls, slabs, beams, columns, water proofing treatment, water tanks,

stair case, floor finish etc. Other super imposed loads shall be considered. The

structure would be designed for earthquake resistance as per IS 1893:2002,

with due consideration for the structural detailing as per provisions of IS

13920-1993 and SP 34-1987.

a. Dead Loads (DL) (Ref:- IS:875 (part-1)-1987)

1. Self-weight of reinforced concrete : 25KN/m³

2. Self-weight of plain concrete : 24KN/m³

3. Brick Masonry :18.85KN /m³


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4. Ceiling plaster (12mm thick) :0.25 KN/m³

5. Waterproofing (Av. 200 mm thick brick bat coba) :9.90 KN/m³

6. Cement plaster : 20.40KN /m³

7. Glass : 26 .00KN /m³

8. Aluminium : 27 .00KN /m³

9. Water : 10KN/m³

10. Granite (average) :26.70 KN/m³

11. Marble /Sand stone : 24.00KN /m³

12. Steel : 78.5 KN/m3

13. Vitrified tiles (considering density as 2.4 gm/cc) : 24.00KN/m3

14. Other Loads: As per Actual assessment/requirement.

b. Live loads (LL) (Ref:- IS: 875 (part-2)-1987)

The live loads shall be as per IS: 875 (part-2)-1987, read with NBC-

2016. However live loads for some of the locations/occupancy

classification shall be as follows:-

Location Occupancy Classification UDL (KN/m2)

Conc. Load #(KN)

Hospital Block, OPD

Laboratories 3 4.5 X-ray rooms, Operating Rooms, general Storage area 3 4.5 Office rooms and OPD rooms 2.5 2.7 Wards and Dressing rooms 2.5 2.7 Records/files stores room and storage space/ Cafeteria/ Corridors

5 4.5

Assembly areas and fixed seats 4 - Helipad 10 10 Common for all blocks

Class rooms 3 2.7 Dormitory 2 2.7 Wards 2 1.8 Office 2.5 2.7 Multipurpose hall 5 3.6 Library 5 4.5 Canteen 5 4.5 Lecture hall, museum 4 - Kitchen 5 4.5 Corridors, passages, lobbies 5 4.5 Corridors and stair cases including fire escapes

5 4.5

Plant rooms 7.5 4.5 Baths & toilets 2.5 -

Hostels All rooms 2 1.8 Toilets and bathrooms 2 - Kitchen, Laundries, Corridor, 3 4.5


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Location Occupancy Classification UDL (KN/m2)

Conc. Load #(KN)

passages, staircases i/c fire escapes and store rooms Dining/ Cafeteria 4

Residential buildings

All rooms and kitchens 2 1.8 Toilets and bathrooms 2 - Corridor, passages, staircases i/c fire escapes and store rooms

3 4.5

Balconies 3 1.5 p/m run concentrated at outer edges

Terraces Accessible 1.5 3.75 KN uniformly distributed over any span of 1m width of the roof slab and 9 KN over beams.

Not accessible 0.75 1.9KN uniformly distributed over any span of 1m width of the roof slab and 4.5 KN over beams.

# The concentrated loads shall be considered to be applied in positions, which produce maximum stresses and where deflection is the main criteria.

c. Wind Loads (Refer:- IS:875 (part-3)-1987)-Typical)

Basic wind speed (Vb) : 47m/sec

Designs life of the structure : 100 years

Risk coefficient (k1) (table-1) :1.07

Terrain category : 1

Class of structure : B

Maximum height of the structure from ground : 30 m

Structure size factor k2 (table-2) 30m : 1.13

Topography factor (k3) :1.0

Design wind velocity (Vz) =Vb.k.1.k2.k330m : 56.82 m/sec

50m : 60.38m/sec

Design wind pressure (pz)=0.6 Vz² 30m : 1.937KN/ m²

50m : 2.1857KN/m2

Note: Software STAAD pro would be made use of for the application of

above said loads on the said structure.

d. Seismic Load Parameters - (Ref:- Is :1893 (Part-1)2016)


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Location of proposal site lies in Zone IV. The design parameters will be

followed accordingly. However the salient features are as under:

Design Earthquake

10% chance of being exceeded

within a 50 year return period

Seismic Zone Zone IV

Seismic Zone Factor, ‘Z’ 0.24

Soil Profile, Type-II 2

Occupancy of building Hospital/Institutional/Residential

Seismic Importance Factor ‘I’ 1.5 & 1.2(Residential)

Response Reduction Factor R = 4.0, IS 1893

Fundamental Period of Vibration T =0.0875x(H)0.75 / 0.075x(H)0.75

H – Height of Building above

Ground Floor LVL.

Seismic Building Weight To include all components of Self

Weight, Superimposed Dead Load,

any other permanent weight and

25% of Live Load.

II. IMPORTANCE FACTORS

The important factors shall be as under:

i. Hospital buildings, substations and other important buildings: 1.5

ii. Residential buildings and buildings with occupancy more than 200: 1.2

III. MAX. ALLOWABLE DEFLECTION – (Including the effect of temperature, creep

and shrinkage)

(i) Concrete - Span / 250 (for gravity load) Floors

(ii) Steel / composite - Span / 325 (for gravity load) Floors

For (i) & (ii) - Height / 500 (for lateral load)

IV. LOAD COMBINATION

The following are the proposed Load combinations for designing with partial

safety factors as per IS 456:2000, Cl 36.4.1 (Table 18)

Load Combination Limit State of Collapse

Limit State of Serviceability

DL LL WL/EL DL LL WL/EL


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DL+LL 1.5 1.5 _ 1.0 1.0 _

DL+WL 1.5 or 0.9 _ 1.5 1.0 _ 1.0

DL+LL+WL 1.2 1.2 1.2 1 0.8 0.8

DL+EL 1.5 or 0.9(1) _ 1.5 1 _ 1

DL+LL+EL 1.2 1.2 1.2 1 0.8 0.8

(1) This value is to be considered when stability against overturning or

stress reversal is critical.

Wind Load and Earthquake Load both are considered for both x and y

directions.

For steel structure, commensurate load combinations as per respective

IS Codes, shall be taken for analysis and design.

V. HAZARD CLASSIFICATION

a) Fire :The structure is designed for 2 hr fire rating ,as the firefighting system

and fire hydrants are available within the building .the minimum clear over

to reinforcement and minimum dimensions of RC structural members as

per clause 21.2 of IS:456-2000 shall be as follows considering 2 Hr fire

rating.

Sl. No. Structural member

Minimum

dimension

Minimum

clear cover

1 Column fully exposure to fire 300 mm 40 mm

2 Beams (continuous) 200 mm 30mm

3 Floors (continuous) 125 mm 25 mm

4 RCC walls 160 mm 25 mm

b) Earthquake: as explained earlier the building will be designed for the

earthquake force in accordance with IS: 1893-2002

VI. MATERIAL PROPERTIES

i. Concrete: as per Table 5 of IS 456-2000 keeping in view loads the

proximity of the Structure, Minimum grade of concrete proposed is M25

Exposure condition is moderate. Maximum size of coarse aggregate is 20

mm. Maximum w/c ratio is 0.5.Minimum cement concrete is 410

kg/m3.Type of cement is either OPC or PPC.


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ii. Reinforcement: Reinforcement steel is TMT bars of grade Fe-500

Conforming to IS: 1786-2008. Ductile detailing of reinforcement shall be

provided for all RCC structural components to take care of earthquake

forces as per IS: 13920.

iii. Structural Steel: - Shall be FY 350 conforming to IS 800-2007.

VII. COVER TO REINFORCEMENT

From durability consideration, exposure condition is assumed to be

Moderate. The clear cover to main reinforcement to be considered in the

design, satisfying durability & 2 hrs. fire rating requirement is as follows

(clause No. 26.4.2, Clauses 21.4-,26.4.3 and Fig 1 of IS 456-2000)

A Footing 50MM

B Columns 40MM

C Floor/Roof Beams 30MM

D Floor /Roof Slab 25MM

E Lintel Beams, Chajja & Loft 15MM

F Staircase Waist Slab & Landing 25MM

G Plinth Beam 40MM

H Walls 25MM

3.8. Computation Methods – Modelling, Analysis, Design & Detailing

I. Modelling

The structure is idealized as a 3-D space frame model using the software

packages STAAD pro. The masonry wall is used as filler wall and not cast

monolithically with structure. Hence this is not modelled in the analysis. In

this packages slab loads are applied as a floor loads. Wall loads are applied as

UDL on beams. Self – weight is added in the software to have member loads.

The analysis of the proposed structure would be carried to

Analyze to ensure elastic behaviour and fulfilment of serviceability

criteria for un-factored load combination.

Analyze to ensure adequate structural integrity for factored load

combinations

Obtain static displacements and rotations at various nodes.

Obtain resultant member forces like bending moments, shear forces and

axial forces.


Page 36

Support reactions (axial force and moment) coming on foundations.

II. Control of Deflection (Vertical)

The deflections of a structure or part thereof shall not adversely affect the

appearance or efficiency of the structure or finishes or partitions. The

deflections shall generally be limited to the following (clause 23.2 of IS 456-

2000):

a) The final deflections due to all loads including heat effects of

temperature, creep and shrinkage and measured from the as-cast level of

the supports of floors, and all other horizontal members, should not

normally exceed span/250.

b) The deflection including the effects of temperature, creep and shrinkage

occurring after erection of partitions and applications of finishes should

not normally exceed span/350 or 20 mm whichever is less .When

deflections are required to be calculated, the method given in Appendix –

B of IS: 456-2000 will be used.

III. Design Philosophy

To meet the design life and durability requirements, codal provisions

specified in clause 8.0 and table 5 of IS: 456- 2000 will be followed for

reinforced Concrete Elements. All structural elements would be designed

according to the Limit State Method as specified in IS: 456: 2000. M 25

grade concrete for beams, slabs footings, staircase, lift walls and M30 grade

concrete for columns with Fe 500 Grade steel are considered for design.

a. DESIGN OF FLOOR / ROOF SLAB

All floor/roof slabs be designed in accordance with Annex- D of IS: 456-

2000 with corners held down. Cranking of reinforcement at the support

will be provided. Torsion reinforcement will be provided at corners of the

slab as per clause D-1.8 of Annex-D of IS: 456-2000.

b. DESIGN OF FLOOR / ROOF BEAM

The beams shall be designed for the envelopes of maximum bending

moment and shear force for the load combination that gives the

maximum stresses using the STAAD Pro2006 software as per the

requirements of IS 456-2000. The critical members would be check

manually also. Main reinforcement will not be bent – up and hence shear

reinforcement shall be in the form vertical stirrups only.

c. DESIGN OF COLUMNS:

The columns shall be designed for vertical load (reduced in accordance

with clause 3.2 of IS: 875 (part-2-1989) and uniaxial or biaxial bending

depending on its location. Effective length of the column will be in


Page 37

accordance with Annex- E of IS: 456:-2000, considering fixed end on both

ends. Minimum diameter of longitudinal steel is 12mm and that for ties is

8mm. The columns shall be designed for the envelopes of maximum value

as per STAAD Pro. The critical members would be check manually also.

d. DESIGN OF FOOTINGS

Assume 10% of the vertical load from the column as the self-weight of the

footing a preliminary step for the design. The same shall be checked after

designing the footing dimensions. The plan size of the footing will be

determined on the basis of the SBC of the soil. The design pressure at the

base of the footing shall be determined by algebraic addition of the

pressure due to vertical load and that the due to moment at the base of

the column.

The design pressure shall be less than SBC of soil except when seismic

load are considered, Where SBC can be increased as per Table-1 of IS:

1893-2002.

Base pressure = (P/A)+/-( ) +/- (My/Zy)

Where P = Vertical load on the footing

A = Plan area of the footing

Mx and My = Bending moment at the base of the column along the X and

Y directions

Zx and Zy = Sectional modules of the footing along the X and Y directions

= ab²/6 or ba²/6

a& b are the dimensions of the footing

The footing shall be designed in accordance with clause 34 of IS:456-

2000. The footing will be checked for the following:

a) Bending moment at a section on the face of the column /pedestal

b) Shear force at a section at a distance equal to effective depth of the

footing from the face of the column or pedestal.

c) Bearing stress on the footing due vertical load of the column.

d) Punching shear on the footing due to vertical load of the column.

The reinforcement will be determined as a rectangular section in

accordance with Annex-G of IS:456-2000 and SP-16.

e. DESIGN OF LINTEL BEAMS, CHAJJA & LOFT

The lintel beams will be designed for:

a) Weight of brick masonry above the lintel level

b) Load from RCC Chajja attached to the lintel.


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c) Torsion moment due to eccentricity of the Chajja/loft.

Lintel beam shall have a minimum bearing equal to the thickness of the

wall on which it is supported or the depth of the lintel beam, whichever is

greater. It shall be designed as a simply supported rectangular section.

Chajja/loft will be designed as a cantilever slab.

f. DESIGN OF STAIRCASE

The Internal staircase shall be designed in accordance with clause 33 of

IS: 456-2000. The Staircase is slab type without stringer beam. The waist

slab shall be designed as a simply supported rectangular section. The size

of main reinforcement steel shall not be less than 12mm. The staircase

would be analyzed, designed & detailed as per the provisions of SP-34.

g. UNDERGROUND SUMP COMBINED WITH WTP/OVERHEAD

WATERTANK

Underground water tank would be designed to sustain the following two

cases-

i. Tank full and No earth fill

ii. Tank empty and active earth pressure acting from outside.

The walls and base slab would be designed as per the provisions of IS:

3370 (Part1- Part4)-1965 using the working stress method.

Overhead water tank would be designed to sustain the water load at full

tank condition as per the provisions of IS: 3370 (Part 1- Part4) -1965

using the working stress method.

IV. Detailing

The reinforcement layout should take into account the strength

requirements as well as the economy of construction.

Following are the requirements of good detailing.

Reinforcement detailing should be simple for fabrication and placing.

Cracking of concrete should be within the permissible limits

There should not be any free paths for propagation of cracks without

being traversed by reinforcement

Joints and discontinuities should be capable of withstanding the same

forces as the adjoining sections

Reinforcement should not deviate excessively from the direction of

tensile stresses


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Reinforcement steel of same type and grade shall be used as main

reinforcement in a structural member.

Provisions of IS: 456-2000, IS 13920-1993 and IS: SP 34 will be followed

for the purpose of detailing of reinforcement.

3.9. Brick work

i. The bricks used in the brick work shall be either 7.5 class designation,

common burnt clay bricks conforming to IS: 1077 or 10 class designation, Fly

ash lime gypsum (FALG) bricks conforming to IS: 12894, as follows:

a. Common burnt clay bricks shall be used for all substructure works

upto plinth level, all wet areas viz toilets, kitchens, pantries,

manholes, sewers etc.

b. Fly ash lime gypsum (FALG) bricks shall be used for superstructure

and all other works.

ii. Bricks used in the work shall be obtained from kilns to be got

approved from the Engineer in charge and shall be best quality bricks..

3.10. Paint work

i. All paint work on concrete and plaster surfaces shall include

application of white cement based putty as base preparation,

application of primer in compatibility with the respective type of paint

and painting with 2 or more coats of paint as per technical

specifications and directions of Engineer-Incharge.

ii. All paint work on structural components (excluding Stainless steel)

shall include application of primer in compatibility with the respective

type of paint and painting with 2 or more coats of paint as per

technical specifications and directions of Engineer-Incharge.


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Design Basis Report- Plumbing

(Water Supply and Sanitary Installation)

1. General:

The water supply and sewerage demand has been estimated, based on the population as

required by NBC norms, Local bye Laws & statutory norms. Planning of PHE system has

been done taking into account various topographical, meteorological, hydrological etc.

reports, identifying the source & quality of water, interaction with local bodies,

conducting survey of existing water supply system, sewerage system, drainage system

etc. The different components related to services are listed as below:-

1.1. Internal Plumbing Works

Sanitary fixtures & C.P brass fittings

Soil, waste & rain water piping system

Internal water supply system

Hot water supply system

Disposal of soil, waste & rain water pipe to 1st manhole.

1.2. External Water Supply System

The external water supply shall be met from Bore wells.

The water so received shall be treated to make it fit for human consumption

& hospital needs.

Providing water supply distribution network system of the campus.

Storage of Water

Distribution System

1.3. Sewerage System

The sewer generated from the buildings shall be fed into the sewage

treatment plant.

Treated Effluent from Effluent treatment plant will be fed to equalization

tank of sewage treatment plant.

1.4. Storm Water Drainage System & Rainwater Harvesting

Collection and conveyance around the proposed buildings.

Disposal of storm water to rain water Harvesting Pits/ Soak galleries, and

balance shall be disposed in local city main drain.


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1.5. Garden Hydrant System

External garden hydrant system to supply the water for horticulture

purpose to all landscaping/green area around the buildings.

1.6. Pumps & Water Treatment Equipments

Water supply pumps for Hospital, College, Hostels and residential units &

flushing water supply system etc.

2. Basic Objectives

The basic objective is to provide all sanitary engineering services and specification

in relation to:

High standards of materials and workmanship.

Leak proof plumbing.

Reliable and dependable engineering systems.

Plan the system in such a way as to minimize the energy requirements.

Create minimum nuisance and disturbance to the environment.

3. List of Codes and Manuals

The following codes of practice and design manuals are being referred for

designing the Sanitary Plumbing and Fire Fighting Systems:

National Building Code 2016

Hand Book on Water Supply & Drainage (with Special Emphasis on

Plumbing), Bureau of Indian Standards SP-35

Manual on Water Supply & Treatment (Ministry of Urban Development)

Manual on Sewerage & Sewage Treatment (Ministry of Urban Development)

CPWD Specifications

National Building Code 2016 (Part-IV — Fire Protection)

4. Proposed Water Management System:-

Reduce, Re-use, Re-cycle Model has been adopted for meeting the water

requirement.

The following measures are proposed for reducing water consumption:

Discipline use of water


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Installing water saving toilet fixtures and faucets and flow regulators

Installing water conserving cooling towers

Adopting water saving landscape techniques (selection of grass and plants)

including irrigation

5. Water Supply System

Water requirements has been estimated on the basis of present acceptable standards,

references from various sources such the National Building Code of India, Public Health

Manuals, Ministry of Environment, Forests Guidelines, and CPWD Specification as well

as Inputs from other services consultants involved on the projects.

5.1. Design for Water Supply Distribution System Pipes

For continuous water supply at adequate pressure, complete water supply

system is designed with following three type of pipe-lines-

5.1.1. Ductile iron class K-9 Pipe confirming to I.S.8329

The main water supply lines from treated water underground tank shall be

connected with designed pipe line grids for buildings which shall be ductile iron

class K-9 pipes confirming to IS 8329. The water supply lines have been

designed with ductile iron class K-9 pipes of different diameters with push on

joints, as per requirements. All the operational valves/fittings also designed

with same D.I. Specials of class K-12 as per I.S 9523 material as per IS Code and

shall be fixed in clay bricks/fly ash masonry chambers as per specification.

5.1.2. Galvanized Iron Pipes

DI pipe grids all around the buildings shall be connected to overhead tanks

(rising main) by GI pipes, conforming to the requirements of IS 1239 Part-I for

medium grade. To regulate the water supply, valves and fittings, at required

places, shall be fixed as per specification.

Laying of these pipe lines upto building shafts shall be underground and in

shafts, supported with standard clamps up to the overheads tanks complete as

per specification. These G.I Pipe line shall be used for domestic flushing and

HVAC water supply system.

5.1.3. Chlorinated Polyvinyl Chloride (CPVC) Pipes

All concealed Water supply lines shall be of CPVC pipes & fittings used in hot &

cold potable water distribution system shall conform to requirement of IS

15778. These CPVC pipe lines shall be for domestic and flushing water supply

systems.


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6. SANITARY WORKS

6.1. Sanitary Fixtures & C.P Brass Fittings

Plumbing fixtures, Chrome Fittings and accessories will be as per IS: 781-1984.

6.1.1. Porcelain fixtures of fairly high quality as given below.

i. WCs - Low volume dual flushing system comprising concealed cistern

are proposed as per IS: 2556.

ii. Lavatory Basins available in all size and shapes including wall hung,

over or under counter types etc with infra-red sensor as per IS: 2256

(Part 7) 1995.

iii. Urinals shall be provided with Infra-red sensor battery operated as per

IS: 2556 part.

iv. Accessories - Soap dispensers, toilet paper holders, hand drier, etc.

shall be of Stainless Steel.

v. Chrome Fittings Provision for additional and special hospital fittings

where required shall be made as per IS: 781 - 1984.

6.1.2. Soil, Waste Pipe System

i. Above ground piping shall be designed on the basis of two pipe system

as recommended in code of practice for soil and waste Hubless

centrifugally cast (Span) iron pipes epoxy coated in sides and side as per

IS code 15905.

Soil pipes shall carry the wastes from WC’s & urinals etc. Soil pipes

shall connect directly to the 1st manhole outside the building.

Internal buildings sanitary disposal system will be under the RCC slab

(By core cutting RCC slab and suspended at bottom) for hospital zone

and with sunken floor in residential buildings.

Waste pipes shall carry the wastes from waste appliances (lavatory

basins, kitchen sinks etc.). Waste pipes shall connect to Gully Traps

outside the buildings and shall be connected to the external manholes.

ii. Design Parameters

Piping system has been designed in accordance with Code of Practice

for Installation of Soil & Waste Pipes up to the 1st manhole with

Hubless centrifugally cast (Span) iron pipes epoxy coated in sides and

outside as per IS code 15905.

All vertical stacks will terminate as vent pipes at terrace level.


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All Vertical Stacks in the buildings will terminate at the ground floor

level and connected to the external sewer. Pipe dia. and slope will be

as per connected load.

iii. Pipe Work

All vertical stacks will be installed in pipe shafts on the external face of

the buildings or in internal shafts within the building according to the

architectural planning of the toilets.

Provision has been made to provide cleanout doors and plugs for

Roding and maintenance where necessary and required.

6.1.3. Materials for Soil, Waste & Vent Pipe System

Pipes used for Soil, Waste and Vent system shall be Hubless centrifugal cast

(Span) iron pipes epoxy coated in-sides and out-side as per IS: 15905 . The pipes

and fitting are jointed with SS 304 grade coupling with EPDM rubber gasket

joints as per requirement and specifications.

7. Sewerage System

Pipes used for Sewerage disposal system shall be of RCC NP2 and NP3 class pipes

with collars joints conforming to (IS 458) from building 1st Manhole to sewerage

treatment plant inlet chamber.

7.1. Design Parameters

Flow of Sewage = 80% of daily water requirement.

Peak Flow = 3 x Average Flow.

Sub Soil Infiltration = 25% of Average Flow.

Max. Velocity of flow in pipes = 7.5 m/sec. flowing half full

Min. Velocity of flow in pipes = 2.0 m/sec.

7.1.1. Flow conditions in pipe

Pipes upto 250 mm dia = 0.50 full running.

Pipes from 400-900 mm dia = 0.67 full running.

7.1.2. Min. depth for sewers

For branches = 1 M.

For lateral, main & trunk sewers = 1.5 M./ as per required gradient

a. Type of Distribution

Sewer flow shall be by gravity up to the final disposal point. The external

sewer shall be connected to centralized sewage treatment plant.


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b. Kitchen Effluent

Kitchen waste shall be passed through grease trap / oil separator before

discharging in to the external sewer line.

c. Manholes

The manholes are to be constructed with brick/fly ash masonry as per

standard specifications of NBC 2016 and shall have details as follows:

i. Rectangular manhole of size 900 x 800 mm upto 1.0 mtr depth.

ii. Circular manhole of size 910 mm dia for 1.0 to 1.67 mtr depth.

iii. Circular manhole of size 1220 mm dia for 1.68 to 2.29 mtr depth

iv. Circular manhole of size 1520 mm dia for 2.3 mtr depth and above.

d. Spacing of Manholes

i. Manhole shall be provided with all the junctions, change of directions,

change in diameters and as per connection requirement from every

units.

ii. A distance of 20 meters on the main sewer line depending on dia of

pipes and local conditions.

e. Manholes Covers

i. Medium duty S.F.R.C. manhole covers for manholes on service roads,

gully traps and manholes / chambers not following in the road /

pedestrian ways.

ii. Heavy duty S.F.R.C. manhole covers for manholes on main roads.

f. Treatment of Sewage

Treatment of sewage shall be through the sewage treatment plant, the

details for the same are specifically indicated hereinafter.

8. Storm Water Drainage & Rain Water Harvesting System

8.1. Planning of Storm Water Drainage System

The rainwater from the terraces, open surface areas, as per design, shall be

collected in the clay brick masonry chambers with RCC NP-2 and NP-3 pipes,

collection chambers and shall be ultimately connected to the main storm-water

drainage system.

The network of storm water system shall be mostly catch basins and RCC pipe

network, as per requirements.

All paved/road/green areas, the run off shall directly connected to the main

storm water drains,


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Since the subsoil water table is around 4.00 to 5.00 meter from general ground

level, the rain water harvesting system is not proposed and the storm water

from main storm drain of the Campus shall be discharged in to the storm water

system of the Gorakhpur.

8.2. Design Parameters

The rainfall intensity of 35 mm/ hr is considered for designing of system for

Gorakhpur AIIMS.

Min. Pipe diameters for main storm water drain will be 250 mm dia in line with

local authority requirements.

All construction specifications with respect to the manhole sizes etc. will be

respected and followed and as per CPWD specification.

The complete campus storm water drainage system for AIIMS Gorakhpur

designed with RCC pipes, clay brick masonry chambers and manholes etc.

9. Irrigation system for lawns and gardens

Gardens and lawns shall be irrigated in combination of Garden Hydrant System and

Sprinkler Irrigation System.

9.1. Garden Hydrant System, Network System

It is proposed to provide a separate and independent captive garden hydrant

system to supply water for horticultural operations to all landscaped areas.

The distribution grid for garden mains will be by a separate grid of HDPE pressure

pipes and connected to a separate pumping set obtaining it’s water supply from

STP & raw water tank.

The Main Distribution grid shall be with HDPE and balance distribution system will

be with UPVC pressure pipes confirming to specifications.

Garden hydrant points will be of 25 mm outlets and located approximately 45-50

m apart.

The garden hydrant pumping system is proposed to be planned so that the grid is

sized to cater for a maximum of 6 outlets operated at the same time.

9.2. Sprinkler Irrigation System, Network System

Sprinkler Irrigation is a method of applying irrigation water which is similar to

rainfall. Water is distributed through a system of pipes usually by pumping. It is

then sprayed into the air and irrigated entire soil surface through spray heads so

that it breaks up into small water drops which fall to the ground.

Sprinklers provide efficient coverage for small to large areas and are suitable for

use on all types of properties..


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It shall be designed to ensure maximum water saving, combining high quality,

affordability and ease of installation. All the products are made out of high strength

& chemical resistance engineering plastics to achieve functional satisfaction and to

maintain cost economics.

All sprinklers undergo extensive quality testing in our well-equipped state of the

art lab. Performances of the products shall also be tested, as per relevant

specifications, in the field to ensure uniform water distribution and higher

efficiency.

10. Tube-well Pump

The pumps shall be vertical, submersible, multistage centrifugal, stainless steel (304)

casing, stainless (304) impeller, stainless steel (316) shaft, ceramic bearings,

tungsten carbide shaft protection bushes and mechanical seal driven suitable rated

motor with 1500/2900 RPM, 415±10% Volts, 50 Cycles, AC 3 –phase Each pump shall

be capable of operating within a performance pressure characteristics range

sufficient below and above the required working pressure.

The Pump shall be confirm to Indian standard IS: 8034.

Pumps and motors shall be mounts on a common MS structural base plate.

The pump shall be water cooled coupled to induction motor of suitable H.P and R.P.M

specified in schedule of quantities.

Pumping set shall be provides with a Gun Metal “Bourden” type pressure gauge with

gunmetal isolation cock and connecting piping.

The pump set shall be provided with gun metal gate valve of appropriate sizes on

delivery. & non-return valve of appropriate size and a pressure gauge with cock shall

be provided on the delivery line

Suction and delivery lines of the pumps shall be provided with double flanged

reinforced Neoprene flexible pipe connectors. Connectors shall be suitable for a

working pressure of each pump as specified in Schedule of Quantities. These pumps

shall be confirming to Indian Standard (IS) CPWD specifications.

11. List of IS Codes for Reference of Plumbing Design

S. No ISI No. Description

1 I.S : 1536 : 1989 Specification for centrifugally cast (spun) iron pressure pipes for water, gas and sewage (3rd Rev.) (Amendment 2)

2 I.S : 1538 : 1993 Specification for cast iron fittings for Pressure Pipes for water, gas and sewage (3rd Rev.)

3 I.S : 3114 : 1994 Code of Practice for laying of C.I. pipes (2nd Rev.)

4 I.S. : 782 : 1978 Specification for caulking lead (3rd Rev.)


Page 48


5 I.S. : l239 (Part 2):1992

Specification for mild steel tubes; tubular & other wrought steel fittings: Part 2 Mild steel tubular and other wrought steel pipe fittings (4th Rev.) (Amendment 1)

6 I.S. : 1879 : 1987 Specification for malleable cast iron pipe fittings (2nd Rev.) (Amendment 5)

7 I.S. : 4984 : 1995 High density polyethylene pipe for water supplies (4th Rev.) (Amendment 1)

8 I.S. : 783 : 1985 Code of practice for laying of concrete pipes (1stRev.)

(Amendment 1)

9 I.S. : 4127 : 1983 Code of practice for laying of Glazed Stoneware pipes

(1st rev.)

10 I.S : 780 : 1984 Specification for sluice valve for water works purposes

(6th rev)(50 to 300 mm size)(Amendment 3)

11 I.S : 651 : 1992 Specification for salt glazed stoneware pipes and Fittings (5th rev.) (Amendment 1)

12 I.S. : 456 : 1978 Code of practice for plain and reinforced concrete (3rd Rev. ) (Amendment 2)

13 I.S. : 12820 : 1989

Code of practice for dimensional requirements of rubber gaskets for mechanical joints and push on joints for use with cast iron pipes and fittings for carrying water, gas & sewage.

14 I.S. : 1172 : 1993 Code of basic requirements for water supply, drainage

& sanitation (4th Rev.)

15 I.S. : 1200 (Part-16) 1979

Code of practice for methods or measurements of building and Civil Engineering works: Part 16 Laying of water and sewer lines including appurtenant items (3rd Rev.)

16 I.S. : 1200 (Part-19) 1981

Code of practice for methods or measurements of building and Civil Engineering works: Part 19 Water supply, plumbing and drains (3rd Rev.)

17 I.S : 1729 : 1979 Specification for sand cast iron spigot and socket soil, waste and ventilating pipes, fittings and accessories (1st rev.) (Amendment 4)

18 I.S : 1742 : 1983 Code of practice for building drainage (2nd Rev.)

19 I.S : 3989 : 1984 Centrifugally cast (spun) iron spigot and socket soil, waste and ventilating pipes, fittings and accessories (2nd rev.) (Amendment 2)

20 I.S : 778 : 1984 Copper alloy gate, globe and check valves for water works purposes (4th rev.) (Amendment 2)

21 I.S : 13095 : 1991 Butterfly valves for general purposes

22 I.S : 5312(part1) : 1984

Swing check type Reflux valve ( non-return valve ): Part 1 Single door pattern (1st Rev.) (Amendment 1)

23 I.S : 5312(part2) Swing check type Reflux valve ( non-return valve ): Part 2


Page 49


: 1986 Multi door pattern

24 I.S : 1239(part1) : 1990

M. S. tubes, tubular and other wrought steel fittings: Part 1 Mild steel tube (5th Rev.)

25 I.S : 1879 : 1987 Malleable Cast Iron pipe fittings (2nd rev.) (Amendment 5)

26 I.S : 651 : 1992 Salt glazed Stoneware pipes & fittings (5th Rev.) (Amendment 1)

27 I.S : 458 : 1988 Precast Concrete pipes (with or without reinforcement)

(3rd rev.) (Amendment 2)

28 I.S : 1726 : 1991 C.I. Manhole covers & frames (3rd rev.)

29 I.S : 1916 : 1989 Steel cylinder pipe with concrete lining and coating (1st rev.)

30 I.S : 12592 (part1) : 1988

Pre-cast concrete manhole covers and frames: Part 1

Covers (Amendment 3)

31 I.S : 12592 (part2) : 1991

Pre-cast concrete manhole covers and frames: Part 2 Frames

32 I.S : 6392 : 1971 Steel pipe flanges (Amendment 1)

33 I.S : 6418 : 1971 C.I & malleable flanges for general Engg. Purposes.

34 I.S : 4985 : 1988 Unplasticized PVC pipes for potable water supplies (2nd Rev) (Amendment 2)

35 I.S : 7181 : 1986 Horizontally cast double flanged pipes for water, gas and sewage.(1st Rev.) (Amendment 1)

36 I.S : 210 : 1993 Grey iron casting. (4th Rev.)

37 I.S : 4985 : 1988 Unplasticized PVC pipes for potable water supply.

38 I.S: 7558-1974 Code of practice for domestic hot water installation.

39 I.S: 2064-1973 Code of practice for selection, installation and maintenance of Sanitary appliances

40 I.S: 2065-1983 Code of practices for water supply in building

41 I.S: 2183 (Part-I)-1987

Code of practice for Plumbing in multistoried buildings.

42 I.S: 8329-2000 Code of practice for Ductile iron class K9 pipes for water supply system

43 I.S: 15905-2011 Code of practice for Hubless centrifugal cast (Span) iron pipes epoxy coated in sides and out side


Page 50

C. Design Basis Report-

Solid Waste Generation and Management

1. General

The EPC Contractor shall carry out Design, Engineering, Supply, Installation, Testing &

Commissioning for Solid Waste Generation and Management System.

The Solid waste generated from the project will be collected and managed as per Solid

Waste Management Rules, 2016. The project will adopt a systematic approach for solid

waste collection and disposal. The domestic solid waste will be generated by the

occupants of the Hostel, Visitors, Patients, and Staff; pertains to the two categories, Bio-

degradable and Non-biodegradable. These solid wastes will be 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 5,142.75 kg/day and 946.4 kg of

sludge (wet basis).

1.1. Solid Waste during Construction Phase

The table below gives an estimate of the average composition of waste generated

from the onsite construction activities.

Indicative Solid Waste Composition during Construction Phase

Sl. No. Constituents Percentage composition

1 Soil, Sand and Gravel 34.99

2 Brick and Masonry 29.95

3 Concrete 24.98

4 Metal 4.97

5 Bitumen 2.04

6 Wood 2.04

7 Other 1.02

Total 100

Source: TIFAC Report “Utilization of Waste from Construction Industry,”2001

1.2. Solid Waste during Operation Phase:

The table below gives an estimate of the average composition of waste generated

from the onsite operation activities.

Proposed Solid Waste Generation Rate

SOLID WASTE CALCULATION

S. No.

Category of Solid Waste

Waste Generation Rate

Total Population

Waste Generated (kg/day)

1 Residential Refuse 0.3 to 0.6

kg/cap/day

10000 6000


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2 Institutional Refuse 0.05 to 0.2

kg/cap/day

500 100

Auditorium other

miscellaneous

facility

0.1 to 0.2

kg/cap/day

500 100

3 Bed 1.5 kg/bed 750 1125

Total 7325

Biomedical Waste generated is 25 %of the waste generated

from the total waste from beds

281.25

*Source: Manual on Municipal Solid Waste Management, published by Central

Public Health and Environmental Engineering Organization (CPHEEO), Ministry of

Urban Development, Government of India.

It is proposed that various types of solid waste generated shall be treated as

under:-

1) For Bio Medical waste, Integrated Sterilized Shredder of optimum capacity

(2 X 150 Liters tentatively) shall be provided to minimize the volume of and

sterilizing before disposing it off.

2) For Bio degradable solid waste like kitchen waste, paper, vegetation etc.,

the waste shall be collected & segregated at source in various designated

bins. Total bio degradable waste collected shall be handed over to municipal

authority for further disposal.

3) Non bio degradable solid waste like glass, e-wastes, bulbs etc. shall be

collected at one place & handed over to the designated authorized vendor.

Solid Waste Generation mentioned as above is indicative only. During detailed

designing, if required and found necessary, the capacity / rating of the equipment

may be upgraded/ revised subject to concurrence of Engineer-In-Charge.


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D. Design Basis Report

Water Treatment Plant (WTP)

1. General


Commissioning for WTP.

1.1. The construction of AIIMS Gorakhpur complex spread over 112 acres, is planned in

four phases. For providing WTP/ ETP/STP & Hot Water System, the entire Complex

is proposed to be divided into 2 Primary Zones as following:

Zone-1 comprising of OPD & Diagnostic, Hospital Block, AYUSH and Medical &

Nursing College, Auditorium, Mortuary etc.

Zone-2 comprising of mainly residential areas like Residential Buildings, Hostels,

Director’s Residence, Guest House, Night Shelter, Shopping Complex etc.

For AIIMS Gorakhpur, individual Plumbing and fire protection water tanks, pump

rooms, water treatment and sewage/ effluent treatment plants, RO System, Solar

Hot Water System etc. have been proposed.

1.2. Population

Estimation of population is most critical element in identifying the infrastructure

requirements for any development. All the demand estimations are based on the

population or maximum expected capacity of the proposed development. The

norms adopted for population estimation for entire campus is as per NBC Code 2016.

2. Concept Planning

It is proposed to provide:

Water Treatment Plant

Centralized RO System (catering to critical areas in Hospital like Dialysis

Rooms, Labs etc.)

Portable RO System (catering to Drinking facility in Hospital/ Medical & Nurses

College/Auditorium/All Hostels/Guest House/AYUSH etc.).

Sewerage Treatment Plant

Effluent Treatment Plant

Hot Water System (Heat Pump/Energy Efficient BEE min. 3 star rated Geysers)

Solar Hot Water System with Electric Back Up.

All water distribution pipelines from WTP/STP/ETP to various buildings shall be laid

underground at suitable depth as per CPWD specs.


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WTP/STP/ETP Rooms shall be provided with safety equipment/items like suitable

elastomeric mat (as per relevant IS codes) for Panels, fire buckets, fire extinguishers,

hand gloves, safety charts, framed Schematic / SLD etc.

2.1. Water Treatment Plant

It is proposed to provide Water Treatment Plant of suitable Capacity to meet the

specified outlet parameters of water. The system shall consist of following

components but not limited to:-

Water supply/lifting Pumps/filter feed pumps/Non Clogging type submersible

sump pumps etc. – MoC preferably should be -SS-304/C.I casing, SS-304 /Brass

/Bronze impeller & SS shaft suitable for operation 400/440 volts, 3 phase, 50

Hz, 2900 rpm, TEFC electric motor with best efficiency class preferably IE-3

complete with all accessories like flexible rubber bellows, strainers, valves,

pressure gauges etc. Suitable PCC/RCC foundation with plaster, MS channel

plate with primer and one coat of paint, Anti-vibration arrangement of cushy

foot mountings should be provided.

MSFRP Filters (dual media/activated carbon/pressurized sand/multi grade),

Softeners sized for optimum working pressure etc.

Panels, Allied Equipment & Accessories (level controllers, probes, starters,

valves, pressure gauges etc.)

All equipment shall be installed on suitable foundations true to level and in a

neat workman ship.

Equipment shall be so installed as to provide sufficient clearance between the

end walls and between equipment to equipment.

Piping within the pump house shall be so done as to prevent any obstruction in

the movement within the pump house.

The water treatment process shall be designed depending upon the quality of

water. pH, TDS, Turbidity, Total Hardness & other biological factors shall

conform to latest IS Codes/GRIHA Norms. Suitable nos. of Filters/Softeners shall

be considered & sized taking into consideration the diameter, OBR, depth of

filter media, backwash arrangement, interconnecting pipes of suitable material

(GI/CPVC/UPVC/PVC) & grade, instruments, valves etc.

One standby pump shall be provided considered for each type.

Expected Treated Water Characteristics after Filtration

(Domestic Water Requirements for all Buildings)

Sl. No. Parameters Characteristics

1 pH 6. 5 – 8.5

2 Total Dissolved Solids 800 ppm

3 Suspended solids < 1 mg/ litre


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4 Turbidity Nil

5 Total Hardness Less than 180 ppm

Expected Treated Water Characteristics after Filtration and

Softener (For HVAC/DG sets Cooling Tower Make-up)

Sl. No. Parameters Characteristics

1 pH 6. 0 – 7.0

2 Total Dissolved Solids 750 ppm

3 Suspended solids < 1 mg/ litre

4 Turbidity Nil

5 Total Hardness Less than 50 ppm

2.2. Source Of Water supply

The main sources of raw water are from the Bore wells. While the bore wells in the

Campus are yet to be drilled, but in the water quality Report, it was noted that the

hardness level of the ground water available is within acceptable limits. Domestic

water requirements will be fulfilled from borewells for all Buildings. Flushing

water requirements for Colleges, AYUSH, Hospital, OPD + Diagnostic, Auditorium,

Cafeteria, Service Blocks, Laundry, Mortuary etc. shall be fulfilled from borewells.

Irrigation water requirements for entire campus & HVAC Cooling Tower make up,

Flushing water requirements for Residential blocks, Hostels, Night Shelter, Guest

house, Director’s Residence, Dining etc. shall be met with STP treated water.

From the surrounding environment it is noted that the bore wells shall, generally,

be more than 300 ft. in depth with blind and strainer pipes as per CPWD

specification. The yield shall be expected to be approximately 1.5 lacs liters per

day, per tube well. Accordingly, 6 Nos. bores are sufficient for daily requirement

and 2 Nos. deep bores. Bores required as standby (1 for Institutional Zone and 1 for

Residential Zone). As per detailed design distribution and requirement at different

Zones the position of tube wells marked in LOP as T1 to T6 and Db1 & Db2

2.3. Pumps & Water Treatment Equipment

It is proposed to provide all type of pumps including that for filter feed pumps,

domestic water supply pumps, flushing water supply pumps (For Zone -2

flushing pumps will be installed in STP), make up pump to STP treated tank

from raw water (in case of failure/maintenance of STP), Plant Room Sump

Pump etc. catering to All Buildings of Zone 1 & Zone -2 comprising of Hospital,

Colleges, AYUSH, Auditorium, Service Blocks, All Hostels and Residential Units

etc.


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Water Treatment Plant is being considered with various types of Filters and

Softening Plant to ensure proper quality of water within acceptable limits of

hardness, as well as bacteriological limits.

Activated Carbon Filter/Pressurized Sand Filter/Dual Media

Filters/Chlorinators for catering Domestic Water Requirements for all

Buildings. Softeners will be installed only where soft water requirement is

there like for HVAC Make up (For Cooling Towers, DG Sets etc.), other critical

areas etc.

Sufficient maintenance space shall be provided inside the water treatment plant

room for accessibility of various pumps, panels etc. during repair &

maintenance activities.

Water Treatment Plant Room shall be suitably ventilated considering adequate

ACPH as per NBC 2016 code.

In hospital minimum 1.5 bar pressure shall be maintained at each outlet for

both hot and cold water supply.

Suitable size Sumps with sufficient sized submersible pumps & level indicators

to be considered in plant room for drainage. Also, proper slope to be provided

in Water Treatment Pump room so that there is no stagnancy of water during

any leakage & it is properly channelized to nearest drainage sump.

Water treatment Pump Room shall be provided with safety equipment/items

like suitable elastomeric mat (as per relevant IS codes) for Panels, fire buckets,

fire extinguishers, hand gloves, safety charts, framed Schematic/SLD etc.

2.4. Basic Objectives

It is proposed to provide all sanitary engineering services and specification which

are:

High standards of materials and workmanship.

Provide leak proof plumbing.

Reliable and dependable engineering systems.

Provide adequate safety and means to egress easily in case of fire.

To plan the system in such a way as to minimize the energy requirements.

To create minimum nuisance and disturbance to the environment

2.5. Water Supply System

Water requirements has been estimated on the basis of present acceptable

standards, References from various sources such the National Building 2016 Code

of India, Public Health Manuals, Ministry of Environment, Forests Guidelines, and

CPWD Specifications etc.


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2.6. Water Demand Projection

As per the estimated population and water demand norms discussed above, Total

water demand has been estimated as 1575 KLD, out of which domestic water

demand is 650 KLD, Flushing demand is 350 KLD, Cooling Tower HVAC/DG Sets is

325 KLD, Filter Back Wash is 50 KLD and Gardening is 200 KLD. It may be noted

that the loads and demands are indicative only and may vary as per actual

requirements. It is proposed that all the Underground Tanks shall be constructed in

the first phase of execution itself.

2.7. Water Storage

2.7.1. Under Ground/Overhead Water Storage:-

It is proposed to have underground storage of water equal to minimum one

day requirement in case of Raw/Domestic/Flushing /Soft Water Tank/

Irrigation Water Tank .The Over Head Tanks at Terrace level shall be half day

capacity.

Tube well water supply is collected in underground storage reservoirs with

firefighting storage capacity. It is proposed to provide adequate static Storage

for firefighting as per the norms of National Building Code 2016 and Local Fire

Services. To prevent the stagnation of the water in the static storage tank,

water would be made to circulate through overflow into the storage chamber

for the domestic requirement.

Over flow from fire water tank will fill the raw water tank. After treatment of

raw water up to portable water condition with the aid of water treatment plant

water shall be stored in treated water tanks. Treated water will be further

directed to Softener for catering needs of Filter back wash, HVAC/DG Set make

up demand & shall be stored in soft water tanks.

Sl.

No.

Tank Type Under Ground Tank

Capacity (Approx.)

ZONE -1 (Institute Block – OPD + Diagnostic, Hospital, AYUSH, Medical &

Nursing College, Dining, Service Block, Fire Station, Laundry, Mortuary etc.)

1. Raw Water Tanks (including Flushing

requirements)–In WTP–1 day storage

400 KLD ( 2 X 200 KLD)

2. Domestic Water Tanks- In WTP - 1 day

storage

150 KLD – 1 No.

3. Soft Water Tanks – In STP/ETP -1 day

storage

300 KLD – (150 KLD X 2)

4. Irrigation Water Tanks- In STP/ETP - 1

day storage

100 KLD – 1 No.

ZONE -2 (Residential Block – Hostels, Residential Blocks, Guest House,


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Director’s Residence, Dining, Night Shelter, Shopping etc.)

1. Raw Water Tanks – In WTP - 1 day

storage

150 KLD -1 No.

2. Domestic Water Tanks- In WTP - 1 day

storage

150 KLD – 1 No.

3. Flushing Water Tanks - In STP – 1 day

storage

150 KLD – 1 No.

4. Irrigation Water Tanks- In STP - 1 day

storage

100 KLD – 1 No.

The Tank Details & capacity given in the above table are indicative only. During

detailed designing, if required and found necessary, the capacity / rating of the

equipment may be upgraded subject to concurrence of Engineer-In-Charge.

2.7.2. Sizing of Pumps:-

The Flow Rate of Pumps shall be suitably selected to meet each building’s

water demand & of Sufficient Head depending upon Building Height , Pipe

Friction losses, Bends etc. and other relevant Site Conditions. One Standby

Pump to be considered in each & every variant. The Pumps shall be sized so as

to ensure approximately 4 hours of operation time to fill the overhead tanks.

2.7.3. Construction of WTP:

It is proposed that all Underground Tanks of required capacities catering to

various purposes shall be constructed during Phase-I itself. Filters and

Softeners of required size shall also be installed during Phase-I catering to

requirements of all Buildings.

Pumps of required discharge and head as mentioned below are proposed to be

provided:

Sl. No.

Pump Pump Position Application

1 Filter Feed Pump Between Raw Water Tank and Multi-Grade Filter

To Pump Raw Water to the Filters which will eventually collect in the Domestic Water Tank after filtration

2 Softener Transfer Pump

Softener to Cooling Tower for Chillers & DG Sets

After Filtration process in the Activated Carbon Filter, the filtered water will be conveyed through different pipe channels, one of which will go into the Domestic Water Tank and the other will be connected with the Soft Water Pump which will supply Soft Water for Cooling Towers and DG Sets.

3 Submersible Sump Pumps

Sump of WTP Plant Room

To Pump out Filter Backwash Water


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4 Water Supply Pump

Between Domestic Water Tank and Overhead Tanks of Individual Buildings

To supply treated water to Buildings

2.7.4. Tentative Allocation of Water Transfer Pumps (The pumps mentioned below

against each group of building shall be installed on commencement of

respective building construction.

Category (in

terms of Stories

of Building)

Building catering to Pumping Sets

G

Dining + Shopping (Zone -2) 1 Pumping Set of suitable

capacity including 1 no. standby

Director’s Residence (Zone -2) 1 Pumping Set of suitable


G Auditorium/Laundry/Cafeteria/

Mortuary/Fire Station / Service

Block etc.

1 Pumping Set of suitable


G+1 AYUSH Hospital (Zone -1) 1 Pumping Set of suitable


G+2 OPD+ Diagnostic Block

+Hospital (Zone -1)



G+3 Night Shelter + Guest House

(Zone -2)



G+4

Nurse’s (Working + Students.

Hostel + U.G Boys’ Hostel+ U.G

Girls’ Hostel (Zone -2)



Medical and Nursing College

(Zone -1)



S+6 Type IV & V Apartments (Zone -

2)



S+8 Type II & III Apartments (Zone -

2)



G+6 PG Student Hostel (Zone -2) 1 Pumping Set of suitable


The Pump Details, Layout scheme, Position and Application of Pumps given in the

above table is indicative only. During detailed designing, if required and found

necessary, the capacity / rating of the equipment may be upgraded/ revised subject

to concurrence of Engineer-In-Charge.


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E. Design Basis Report-Reverse Osmosis System

1. GENERAL

The EPC Contractor shall carry out Design, Engineering, Supply, Installation,

Testing & Commissioning for RO System.

For meeting the requirements of laboratories, dialysis needs, OT scrubs & other

critical areas of Hospital, Centralized Reverse Osmosis Plant is proposed at the

terrace level of Hospital. Portable type R.O System is proposed for Hostels/ Medical

& Nursing Colleges/Hospital/Guest House/Auditorium/Night Shelter/AYUSH etc.

for meeting drinking water requirements in common areas (corridors etc.),

kitchen, pantry etc. The Output of RO Water should comply with the minimum

requirement specified as per BIS 10,500 for Drinking Water.

2. Concept Planning

The Centralized RO shall comprise of RO High Pressure Feed Pumps (HPP), RO Raw

Water Pumps (RWP) of Vertical multistage centrifugal type and suitable head to

generate permeate flow as per requirements. The pump casing construction shall

be preferably of SS-316 & impeller shall be also SS 316. The motor shall be TEFC

with min. IE-2/IE-3 efficiency suitable for a supply of 415V / 3 Phase at 50 Hz.

Supply. The pump shall be supplied complete with base channel, coupling

foundation bolts, pressure gauge, valves at inlet and outlet of each pump. One

standby pump needs to be considered for each type.

Central R.O Plant shall be preferably placed at Hospital’s Terrace.

Capacity of Centralized R.O Plant shall be selected based on meeting functional

requirement (RO water demand of each building/day) as stated above within

minimum operating hours (preferably 10 hrs./day).

It shall consist of Package type RO module capable of giving a net treated water

output as per requirement, Special Anti-scalant dosing system consisting of suitable

no. HDPE tank of capacity as per requirement with a positive displacement

diaphragm dosing pump having variable flow rate, Micron cartridge filter (shall be

made of FDA compliant high quality poly propylene or some other suitable

material) suitable for a flow rate as per requirements, CIP system (Cleaning in

Place) consisting of HDPE tank with agitator complete with inlet/outlet, drain

overflow etc. along with SS pump of capacity and cartridge filter of 10 micron, PH

correction dosing system consisting of one HDPE tank with a positive displacement

diaphragm dosing pump having variable flow rate, High pressure side piping from

the RO high pressure pumps to the rejects stream control valves shall be of SS 316

using all SS fittings ball valves of suitable pressure rating shall be used till 50 mm

size, above 50 mm, flanged globe / water butterfly valves in SS construction shall be

used. Rejects pressure control valves shall be globe valve and feed flow control

valve shall be of SS 316, SS 316 RO Water storage tank (Capacity as per


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requirements) of required thickness. Tank shall be provided with water flow meter

at inlet & outlet, inlet / outlet valves, overflow / drain connection with MH cover.

Centralized control panel made out of CRCA sheet min. 2mm thick having main

contactors for all pumps.

All control and power cabling along with double earthing between the panel shall be

provided. An emergency stop push button shall be provided in the panel.

Portable RO water unit shall be of suitable Flow rate (preferably 9 to 12 LPH) with

min. 10 lit water storage or as per OEM standards meeting each building’s

drinking/cooking water requirement. The R.O Units shall be placed at different

locations with minimum two Units on each floor or as per requirement. It should be

complete with all interconnecting piping, valves, cartridge filters, diaphragm type

pumps, RO membranes, cable, drain pipe & other related accessories. It shall be

with UV unit. The system shall be suitable for a supply of 240 V AC / 50 Hz.

For Hospitals, the R.O Water requirement per bed is being considered at

approximately 40 Liters. With the number of beds being 720, the total requirement

comes out to be 28,800 Liters/day. Considering 10 Hours of operation, the capacity

of Centralized R.O Plant comes out at around 3000 LPH net flow after rejection of

waste water (approx. 2000 LPH) for which 5000 LPH capacity should be proposed.

The waste rejected water from RO will be discharged to STP.

RO capacity (portable & centralized) mentioned above indicative only. During

detailed designing, if required and found necessary, the capacity / rating of the

equipment may be upgraded/ revised subject to concurrence of Engineer-In-

Charge.

3. DESIGN BASIS (RO Plant)

Expected Treated Water Characteristics after RO (Reverse Osmosis Plant )

Parameters Characteristics PH 6. 0 – 7.0 Total Dissolved Solids <50 ppm Suspended solids Nil Turbidity Nil Iron as Fe Nil Total Hardness Less than 5 ppm

The Output of RO Water should comply with the BIS 10,500 for Drinking Water.

4. INSTRUMENTS LIST including but not limited to (Provision to be considered

in the Centralized R.O Plant)

Sr. No. INSTRUMENT 1 Flow Indicator 2 Pressure Gauge 3 Pressure Switch (Low & High)


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4 Conductivity Indicator 5 PH Meter etc.


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F. Design Basis Report- Sewage Treatment Plant & Effluent

Treatment Plant

1. GENERAL


Commissioning for Sewage & effluent Treatment Plant.

The source of sewage is soil and waste water namely from Toilets/ Pantry/

Kitchen/Laundry etc. of Hospital/ Medical & Nursing College /Auditorium/ AYUSH/ All

Hostels & All Residential Blocks/Night Shelter/ Shopping/ Service Blocks etc. Drain

lines for sewerage and pantry/kitchen waste needs to laid right up to the sewage

treatment area. All equipment must be designed to fit within the allowable space and

height at site. Treated Waste Water shall be used for meeting Flushing /Cooling tower

make up /Landscape irrigation water demand as much as possible. The STP capacity

shall be sized taking into account ETP treated water. Both STP & ETP shall be

underground. Also, the tanks of ETP & STP shall be preferably of RCC construction.

Common Plant Room for STP & cum ETP shall be constructed for Zone -1 & separate

plant room shall be constructed for STP for Zone -2. STP & ETP shall be designed

considering preferably 16/20 hours of operation.

Sufficient maintenance space shall be provided inside the STP/ETP room for

accessibility of various pumps, panels etc. during repair & maintenance activities.

STP/ETP Room shall be suitably ventilated considering adequate ACPH as per NBC

2016 code.

Suitable size Sumps with sufficient sized submersible pumps & level indicators to be

considered in plant room for drainage. Also, proper slope to be provided in STP/ETP

room so that there is no stagnancy of water during any leakage & it is properly

channelized to nearest drainage sump.

STP/ETP Room shall be provided with safety equipment/items like suitable

elastomeric mat (as per relevant IS codes) for Panels, fire buckets, fire extinguishers,

hand gloves, safety charts, framed Schematic/SLD etc.

2. Sewage Treatment Plant ( MBR Technology)

Sewage Treatment Plant of suitable Capacity shall be provided to meet the specified

outlet parameters of water. It should comprise of pumps with maximum efficiency

{non clogging mono block type of suitable capacity & head}, blowers, bar screen

chambers, grease trap, equalization tanks, reaction tanks, centrifuge/filter press,

sludge holding tank, Multi grade Filters/Activated Carbon Filters/Pressurized Sand

Filters, clear water tanks, MBR hollow fibre Membrane, Anoxic Tank, Aeration Tank,

MBR Tank, Sludge Holding Tank, level sensors, instruments, interconnecting piping

{PVC piping (10kg/sqcm)- For all submerged waste water piping, MS (C Class) - For all

exposed air piping and flexible stainless steel pipe for submerged air piping. GI (C

class) for all other water piping }, valves, tube settler, chlorine dosing, pressure


Page 63

gauges, control panel, electrical wiring, etc. complete including all necessary safety

requirements. Tanks may be underground/over ground of suitable size and may be of

RCC/Fabricated Metal type as per requirement. STP/ ETP plant room shall be suitably

ventilated.

One standby pump needs to be considered for each type.

STP Panel of required size and number of feeders to cater to all the zones shall be

considered during the first phase of execution itself with provision of necessary spares

being kept for future.

3. Effluent Treatment Plant System:-

The effluent generated namely from the Laboratories/OTs/Septic ICUs/Dialysis Areas

etc. shall be disposed by gravity system into the effluent treatment plant. After

treatment in the ETP, the discharge shall be connected to the Equalization tank of STP.

In ETP, Flocculator, Flash Mixer & Chemical dosing system should be proposed for

preliminary treatment of Hospital Lab/OT effluent after which semi treated water will

be treated through the entire STP Plant.

Effluent Treatment Plant of suitable Capacity shall be provided to meet the specified

outlet parameters of water. ETP shall comprise of bar screen chambers, flash mixer,

level sensors, instruments, interconnecting piping {PVC piping (10kg/sqcm)- For all

submerged waste water piping, MS (C Class) - For all exposed air piping and flexible

stainless steel pipe for submerged air piping. GI (C class) for all other water piping },

valves, tube settler, media in tube settler, chlorine dosing, pressure gauges,

instruments, level sensors, non-clogging mono-block pumps of suitable capacity &

head, lime/alum/polyelectrolyte dosing system consisting of ABS dosing pump with

suitable capacity HDPE tank including all piping from the dozer to the reaction tank

etc. control panel, high speed Agitator of SS 304 and Flocculator complete with single

phase motor for flash mixer, electrical wiring, etc. complete including all necessary

safety requirements.

One standby pump needs to be considered for each type.

All RCC/HDPE tanks shall be constructed as per requirements.

The STP CUM ETP Works proposed for the Complex can be sub-divided into two

categories:-

Zone 1 i.e. for Hospitals and Colleges, AYUSH etc: Sewage Treatment Plant cum

Effluent Treatment Plant is considered with both the installations being housed in

a single plant room. The proposed Sewage Treatment Plant of 450 KLD (approx.)

shall be with MBR Technology or improved version, as applicable, and shall

include the ETP discharged of 75 KLD (approx.) The treated water generation

may be considered to be approximately 415 KLD of which 325 KLD of water shall

be utilized for Cooling Tower Makeup for HVAC and DG Sets and 85 KLD for

Irrigation. All civil tanks, plant & machinery to be installed during phase -1.


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Zone 2 i.e. for Residential areas, Hostels etc.: Only Sewage Treatment Plant is

being considered. The Proposed Sewage Treatment Plant shall be of 350 KLD

(approx.) capacity with MBR Technology or improved version, as applicable. The

treated water generation may be considered to be approximately 315 KLD of

which 150 KLD of water shall be utilized for Flushing, 100 KLD for Irrigation and

the excess water shall be discharged in the Municipal Drain after treatment. All

civil tanks, plant & machinery to be installed during phase -1.

4. Desired Quality After Treatment

a. Desired Effluent Quality (After Treatment):

Sl. No Parameter Unit Treated

water

1 pH - 6.5 - 8.5

2 Suspended solids Mg/l < 100

3 BOD Mg/l < 150

4 COD Mg/l < 300

5 Oil &Grease Mg/l <5

b. Desired Sewage Quality (After Treatment):

Sl. No Parameter Unit Treated

water

1 pH - 6.5 - 8.5

2 Suspended solids Mg/l <5

3 BOD Mg/l < 5

4 COD Mg/l <10

5 Oil &Grease Mg/l Nil

Table Given above is Indicative & Treated Discharge Effluent/Sewage Water shall meet all relevant norms including BIS standards & GRIHA compliances.

FOR STP Sl. No. Pump Pump Position Application

1 Submersible Raw Sewage Pump

Between Raw Sewage Tank and Anoxic tanks. Then over flow to aeration tank, then over flow to MBR Tank

To transfer raw sewage to MBR Tank

2 Recirculation Between Tube Settler To transfer sludge generated


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The Pump Details, Position and Application given in the above table is indicative only.

During detailed designing, if required and found necessary, the capacity / rating of the

equipment may be upgraded/ revised by the EPC Contractor subject to concurrence of

Engineer-In-Charge.

Pump Tank and Sludge Holding Tank

in Tube Settler Tank to Sludge Holding Tank and MBR Tank. The purpose of sending it to MBR Tank is to dilute the concentration of sewage in the MBR Tank which will increase the overall efficiency of the Plant.

3 Filter Feed Pump Between Clear Water Tank and Multi-Grade Filter

To transfer Clear Water from Clear Water Tank to Multi-Grade Filter

4 Flushing Water Pump

Between Treated Water tank to Overhead Tank

To supply treated flushing water to Buildings

Sump Pumps to be provided for plant room drainage FOR ETP

Sl. No. Pump Pump Position Application

1 Raw Sewage Pump

Between Equalization Tank and Flash Mixture

To pump effluent water from Equalization Tank to Flash Mixture

2 Alkali Dosing Pumps

To supply Alkali dosing mixture to Flash Mixture

For Alkali dosing treatment of Effluent Waste

3 Poly Dosing Pumps

To supply Poly dosing mixture to Flash Mixture

For Poly dosing treatment of Effluent Waste

4 Lime Dosing Pumps

To supply Lime dosing mixture to Flash Mixture

For Lime dosing treatment of Effluent Waste

5 Alum Dosing Pumps

To supply Alum dosing mixture to Flash Mixture

For Alum dosing treatment of Effluent Waste

6 Sludge Transfer Pump

Primary Settling Tank to STP Sludge Holding Tank

To Pump out Filter Backwash Water

7 Transfer Pump

Between Filter Feed Tank and STP Raw Sewage Tank

To convey water from Filter Feed Tank to STP-Raw Sewage Tank

Sump Pumps to be provided for plant room drainage


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G. Design Basis Report-

Hot Water System including Solar HWG

1. General


Commissioning for Hot Water System including Solar Hot Water System.

Entire Hot Water Requirement of the Campus shall be met from Heat Pump & Energy

Efficient Electric Geysers (min. BEE 3 star Rated) & through Solar Hot Water System

with required electrical Back Up. Solar HWG shall be provided meeting GRIHA Norm

requirements.

2. Heat Pump & Electric Geysers:-

Water supplied to Heat Pump and Electric Geysers shall be first preheated through

Solar Hot Water System. Heat Pump shall be considered for Hospital & Laundry. It is

proposed that Electric Geysers shall be provided for Residential Blocks/ Hostels/

Colleges/AYUSH/ Guest House/ Dining/ Cafeteria/ Director’s Residence/Night Shelter

etc.

3. Solar Hot Water Heating System:-

Solar Hot Water Generation System with recirculation pumps shall be provided. Same

shall be selected based on geographical location, cost optimization, functional

requirement, space availability etc. It should be based on flat plate type solar hot water

system. Solar Hot Water System shall be sized as per building hot water requirements.

It should be with required electrical back up.

It should be complete with solar collector panels, support for collectors, mixing tank

(as per building requirement), absorbers, heat exchangers (as per building

requirement), electrical control panel, back up heaters, make up water tank,

recirculation pumps, inter connecting pipes with suitable insulation, valves, pressure

gauges, thermometers etc. complete in all respect as per OEM standards & directions

of Engineer-In-Charge.

Solar Hot Water Generators shall be provided for Hospital, Ayush, Medical & Nursing

College, Guest House, All Hostels, Residential Blocks, Director’s Residence, Night

Shelter etc. meeting min. GRIHA requirements. The dedicated water supply system to

meet the supply requirement shall be provided from the solar hot water tanks to the

requisite locations. Wherever, geysers have been provided, such supply shall be fed

through to the Geysers.

4. Tentative Hot Water Requirement:

Zone Total Hot Water Requirement

Solar Hot Water Requirement (considered @ 20% of Total Hot Water requirement approx.)

Zone 1 171000 Liters 34200 Liters Zone 2 61000 Liters 12200 Liters


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The Tentative Capacity of Heat Pump for Hospital & Laundry shall be considered to be

approximately 702000 Kcal/hr.

The hot water requirements, Equipment capacities & overall scheme & placement of

Equipment given in the above tables is indicative only. During detailed designing, if

required and found necessary, the capacity / rating of the equipment may be

upgraded/ revised by the EPC Contractor subject to concurrence of Engineer-In-

Charge.


Page 68

H. Design Basis Report- Electrical and LV works

1. GENERAL

a) The EPC Contractor shall carry out Design, Engineering, Supply, Installation,

Testing & Commissioning of complete Internal & External Electrification works

including Low Voltage (LV) and other works as required for smooth functioning of

the proposed AIIMS Campus at Gorakhpur. All Electrical & LV works shall be

designed and executed as per latest codes of practice for Electrical installations

and meeting the requirements of Indian Electricity Rules/Act, applicable I.S.

Codes/ Rules and relevant I.S./CPWD Specifications, Special requirements of

UPPCL latest up to date.

b) The rating and capacity of equipment indicated herein below are minimum to be

provided. However during detailed designing, if required and found necessary, the

capacity / rating of the equipment may be upgraded by the EPC Contractor.

2. SCOPE OF WORK

Electrical & Allied Services’ required for proposed AIIMS complex at Gorakhpur UP

covers Electric Sub Stations, D.G Set Installation work, Internal Electrical Installations,

HT/ LT Panels, Distribution Boards, External Electrical Installations, 11 KV HT and LT

Cables, Road/Compound Lighting, Solar Lighting Poles, Centralized UPS system,

Internal & External Electrical Distribution work. It shall also include Direct Online Solar

power station, IP-based Telephones System, Data Centre, LAN Networking & Wi-Fi

System, CCTV system, Fire Alarm System, Public Address System, Building Management

System, SCADA System, Nurse Call System, Access Control System, MATV System,

Hospital Management Information System (wiring only), Lifts, Information Display

System etc.

Suitable size shafts, cutouts, Niche, openings etc shall be provided to facilitate

installation of Rising mains, Pipelines, Cable Trays, Ducts, Pneumatic Tube System etc.

in all floor slabs of various buildings for various service areas, as required. All shafts,

cutouts, Niche, openings etc provided on floor slabs shall be suitably closed after laying

of services lines as per fire safety norms as per NBC 2016. Doors shall be provided for

all shafts at all floors as per fire safety norms as per NBC 2016.

All Services as required like electrical power, telephone points, LAN/Data points, UPS

points, raw/ soft/ hot water supply, drainage, plumbing, HVAC provisions, ducting etc.

shall be adequately provided by the EPC Contractor as per OEM requirements for all

Medical Equipment, Modular OT Rooms, CSSD, Laundry, Kitchen, MGPS etc. Tentative

List of Medical Equipment is appended at Annexure-II for reference of the EPC

Contractor.

3. ELECTRICAL POWER REQUIREMENT


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The Electrical Load requirement has been calculated on the basis of covered area of

various buildings/ blocks as per NBC 2016 considering lighting load @ 13 W/Sq.m &

power load @55 W/Sq.m.

Load for the Central Air Conditioning Plant, Medical Equipment/Services, Lifts, Pumps,

External Lightning, STP, WTP etc. has also been taken in to account.

Peak Electrical Connected load before overall diversity factor works out to 13000 KVA.

Considering overall diversity factor of 70%, Peak Load Demand will be 9100 KVA.

AIIMS, Gorakhpur Complex is proposed to be constructed in various phases. Peak Load

Demand for various phases is given as below:

Phase Peak Load Demand in KVA

Phase -1 2352

Phase -2 2291

Phase -3 2339

Phase -4 2101

Total 9084 KVA SAY 9100 KVA

Phase-wise electrical load calculation sheets are provided at Annexure – A.

4. SOURCE OF SUPPLY

UP Power Corporation Limited (UPPCL) shall provide electric supply on 11 kV For

meeting electrical load requirements of AIIMS, Gorakhpur by establishing 33/11 KV

Grid Substation with 2 X 10 MVA, 33/11 KV Power transformers fed by 2 No. 33 KV

Independent Feeder Lines. As per requirement of UPPCL, space of 70 M X 70 M has

been demarcated for the proposed 33/11 KV Grid substation. 11 KV HT Panel will be

provided by UPPCL and scope of work shall commence from 11 KV HT distribution

Panel (situated at 33/ 11 KV substation) onwards.

11 kV power shall be tapped through 11 KV HT cables from outgoing feeders of 11 KV

HT Panel (provided by UPPCL in the Grid Substation) for feeding 11 kV HT power

Supply to the proposed three No 11/0.433 kV Substations for the Complex. Digital

Energy Meters shall be provided in 11 kV Incoming Feeders tapped from 11 kV

switchboard of UPPCL

5. ELECTRIC SUB-STATIONS

Three Nos. 11/ 0.433 kV Electric Substations will be established by the EPC Contractor

in AIIMS, Gorakhpur Complex to meet the Peak Electrical Load Demand of 9100 KVA.

5.1. Electric Sub Station -1 (ESS-1)

As per projected peak load demand on ESS-1, 2 No Cast Resin Dry Type

Transformers with On Load Tap Changer of capacity 2 X 500 KVA (1W+1S) are

proposed with RTCC Panels. Location of ESS-1 shall be adjacent to the proposed


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33/11 KV Grid substation. It will meet the electric load requirement of Night

Shelter, Sports area, Shopping Complex, WTP, Water Pump Room and External

Services etc.

The substation will have 11 KV HT Panel board with suitable Nos. of incoming and

outgoing feeders.

Sub station ESS-2, proposed in this complex, will be fed from ESS-1 Substation and

shall be connected in Ring Main System through 11 KV underground cables.

DG Set Capacity for back up supply in ESS-1 will be 2 X 250 KVA (1W+1S)

5.2. Electric Sub Station -2 (ESS-2)



proposed with RTCC Panels. Location of ESS-2 shall be near to Hospital Block. It will

meet the electric load requirement of Hospital Block, AYUSH Block, HVAC Plant,

Mortuary, Laundry, ETP, STP -1, HSD Pumping station, UG Tank & Pump House and

External Services etc.

The substation will have 11 KV Panel board of suitable Nos. of feeders. It will

receive 11 KV Power supply from ESS-1 & ESS -3 in Ring Main system through

underground 11 KV cable.

DG Set Capacity for back up supply in ESS-2 will be 4 X 2000 KVA (3W+1S).

5.3. Electric Sub Station-3 (ESS-3):



proposed with RTCC Panels. Location of ESS-3 shall be adjacent to the sports field. It

will meet the electric load requirement of Medical and Nursing College, Auditorium,

UG Hostel, PG Hostel, Nurses Hostel, Residential Blocks, Guest House, Director

Bungalow, STP-2 and External services etc.

The substation will have 11 KV Panel board of suitable Nos. of feeders. It will

receive 11 KV supply from EES-1 & ESS-2 in Ring Main system through

underground 11 KV cable.

DG Set Capacity for back up supply in ESS-3 will be 4 X 1010 KVA (3W+1S).

All the proposed Substations shall be indoor Type Sub-Station complete with 11 KV

panel board, Transformers, DG Sets, Sandwich bus-ducts, LT Switch Board, ,

Capacitor Panels and all other accessories as required. DG Sets shall have facility for

auto & manual start/ stop, auto changeover, auto load management and

Synchronization. The transformers & DG Sets shall be connected to respective LT

Panels through suitable size indoor/outdoor sandwich bus ducts in all the


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substations. Transformers & DG Sets shall be provided in phases as required as per

construction phases of various buildings in the Complex.

To maintain continuity of Electrical supply these Substations will be interconnected

with each other through 11 KV Ring Main systems. All the substations will have 11

KV Panel board of suitable Nos. of feeders with 20% spare feeders.

Central Air Conditioning Plant Room is proposed adjacent to ESS-2 & HVAC Load

shall be fed directly from Main LT Panel of the Sub Station-2 through sandwich Bus

ducts.

Main LT Panel in Substation and all other Electrical Panel shall be compliant to IEC-

61439 and other Relevant IS Codes, ECBC /NBC norms. Panels should be suitable

for monitoring and control with BMS/ SCADA System. Suitable BMS Integration

Cards shall be provided to achieve BMS compatibility of HT & LT Panels. Trenches

with suitable width & depth shall be provided for installation of HT/LT/ Capacitor

Panels etc. and also for Laying of HT/LT Power cables & Control Cables. Substation

shall comprise of all ancillary equipment like Battery Charger etc. Suitable size MS

Chequered Plates, duly painted of minimum thickness 6 mm shall be provided for

trenches inside the panel room as required. Hot Dip Galvanized Cable trays of

suitable size shall be used as required.

All armoured HT/LT power cables, control cables, telephone cables, signal cables

etc. shall be laid underground preferably along the roads & pathways at suitable

depth as per CPWD specifications. Adequate no. of Hume pipes/ DWC HDPE Pipes

having suitable diameter with spare shall be laid across the roads/pathways etc.

Maximum allowable transformer losses at 50% & 100% load shall comply to ECBC

norms. All Substation/HT/LT Panel Rooms/Floor panel Rooms shall be provided

with safety equipment/items like suitable elastomeric mat (as per relevant IS

codes), fire buckets, fire extinguishers, hand gloves, danger plates (HT/LT rating),

safety charts, framed Schematic/SLD etc. Suitable civil foundation/trenches etc. for

all substation equipment shall be provided as per design load of respective

equipment. All LT Panels shall have 20% spare outgoing feeders for different rating

of feeders.

In order to prevent storm water entering the transformer and switch rooms

through the soak-pits, the floor level of the substation/switch room shall be at least

300 mm above the highest flood water level that may be anticipated in the locality

or as directed by Engineer in charge.

5.4. DG Set For Backup Supply

Diesel Generator sets are proposed to be provided for back up supply in case of

electricity failure. Provision of DG Back up supply shall be as following:

a. Hospital, Medical and Nursing College, Ayush Block, Mortuary, Laundry,

Auditorium, Guest House, Dining, Shopping complex, Director’s Residence, ETP,


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STP, WTP, Fire & water pumps, HVAC Loads (All Chillers & All AHUs) , HSD

pumping System etc. - 100 % Load on DG Back up Supply

b. UG, PG & Nurses Hostel Blocks, Residential Buildings - (Type-II, III, IV, V) - The

following Loads will be on DG Back up supply:

i. All Lighting & Fan Load

ii. Lifts

iii. Water & Fire Fighting pumps

iv. Street Lighting

v. Emergency Services, if any

All DG Sets shall be provided with suitable PLC and Synchronizing relay/ PCCM

controller for achieving automatic start/stop, automatic load sharing and

synchronization function. Additional provision for manual start/ stop of DG Sets

shall also be provided. Transformer Incomer ACBs, DG Incomer ACBs and Bus

Couplers shall be electro-mechanically interlocked with provision of auto and

manual mode operation. Required control cabling/wiring in HT Panel,

Transformers, DG Sets, LT Panels etc. shall be provided as per requirement.

All DG Sets shall be outdoor type with hospital type silencer, acoustic enclosure as

per CPCB, other relevant norms & with provision of DG sets proper shading.

1010 KVA & 2000 KVA DG Sets shall be Heat Exchanger type with suitable capacity

cooling towers and with suitable size MS class B water pipes with valves etc.

The Rating & No. of Transformers, DG sets & APFC Panel is summarized as below:-

S.NO. SUBSTATIONS TRANSFORMERS DG SETS APFC

PANELS

1 ESS-1 2 X 500 KVA (1W+1S) 2 X 250 KVA (1W+1S) 2 x 200 kVAR

2 ESS-2 4 X 2000 KVA (3W+1S) 4 X 2000 KVA (3W+1S) 4 x 600 kVAR

3 ESS-3 3 X 2000 KVA (2W+1S) 4 X 1010 KVA (3W+1S) 3 X 600 kVAR

Exhaust Stack of the DG Sets shall be as per CPCB/CPWD/Local Bye-Laws standards

and self-supporting MS Exhaust stack structure duly synthetic enamel paint of

suitable height to support the exhaust pipes with expansion bellows at required

location has to be provided.

All DG sets shall have individual Day Oil tank of suitable capacity to be provided.

Diesel Buffer tank with each DG Set at suitable height for gravity feeding of diesel

supply to each DG day oil tank (Float valve arrangement for controlling) to be

provided. Automatic diesel feeding system from HSD Pumping system to diesel

buffer tank shall be considered. Day oil tanks for the DG sets shall be incompliance

with The Petroleum Act, 1934.


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Reliable & Continuous Power Supply/ control supply to following Emergency & Life

safety Systems shall be provided, as required:-

1. Fire Pumps

2. Pressurization and smoke venting; including its ancillary system such as

dampers and actuators.

3. Fire Tower Lifts & Fireman’s Lifts (Including All lifts)

4. Exit Signage Lighting

5. Emergency Lighting

6. Fire alarm system

7. Public Address system (relating to emergency voice evacuation and

annunciation)

8. Magnetic door hold open devices

9. Lighting in Fire command centre and security rooms.

Power supply to above emergency & life safety equipment shall be through fire

proof enclosures or circuit integrity cables or through alternate route in the

adjoining fire compartments to ensure that supply of power is reliable.

10.

5.5. HSD (High Speed Diesel) UG Storage Tank & Pumping System:

HSD Storage Tank & Pumping System shall be provided by the EPC Contractor for

continuous pumping of HSD to the DG Sets installed in various substations.

Underground HSD tanks shall be located as per CPCB/NFPA/CPWD/Local bylaws.

Underground Diesel storage tank of 2 X 20 KL capacity along with Auto fuel

transfer system comprising of suitable number and capacity of fuel pumps

(working & standby) with underground pipeline from underground diesel tank up

to the buffer diesel tanks in ESS-1, ESS-2 and ESS-3 shall be provided. Fuel Transfer

Pumps shall be flame proof, rotary gear, positive displacement type or as required

for HSD pumping application. Underground tanks, buffer tanks, piping, fuel pumps,

valves, cabling, control/ level switches, earthing etc. has to be provided as per

CPCB/NFPA/CPWD/Local bylaws. The supply of first fill of HSD Tanks, Buffer

Diesel Tanks and DG Set fuel tanks shall be included in scope of works. First fill of

HSD fuel shall be provided up to rated capacities of all diesel tanks.

Necessary licenses or approvals for diesel storage shall be obtained before

installation of UG diesel storage tank and pumping station from Local

Administration and Chief Controller of Explosives, Petroleum & Explosives Safety

Organization, Nagpur.

5.6. SCADA SYSTEM:


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The SCADA System comprising of complete Hardware, Software, wiring & cabling

etc. along with facility to hook up/integrate through BMS communication cards

shall be provided by the EPC Contractor in Substation ESS-2 Building. Data from all

other substations (ESS-1 & ESS-3) will be fetched through Network/ Cabling

system. This system shall be monitor & control various Electrical parameters of all

Substations equipment like DG sets (Engine/Alternator Parameters, Synchronising

Relay/ PCCM parameters, Fuel Level etc.), Transformer (Temperature Parameters,

RTCC panel etc.), HT/LT panels (VCB, ACB, MCCB, Energy Meters etc.) Capacitor

Panels (APFC relay parameters, Harmonic filters monitor panel parameter etc.),

HSD Storage & pumping system (Level of Storage tanks, Buffer tanks, Pumps etc).

5.7. Power Factor Improvement & Harmonics Suppression:

Real time Automatic power factor control panels with ultra-heavy duty capacitors,

Thyrister switched, Hybrid harmonic filters (Active & Passive) are proposed to be

provided in the substations to achieve overall power factor 0.97 (lagging) from

existing Power Factor, as per ECBC with operation in both Auto and Manual mode.

Power factor Correction Panel shall be BMS Compatible. The capacitor panels with

Hybrid Harmonic filters shall be provided in each substation to achieve THD less

than 3%. Connection from Main LT Panel to Capacitor Panel is to be provided

through Aluminium sandwich bus duct. Automatic switching off of Capacitor Panel

is to be considered during Power supply availability from DG Sets.

6. ELECTRICAL POWER DISTRIBUTION

The Electrical Power Distribution for electric supply shall be as detailed below.

a. Indoor/Outdoor type Compact Aluminum Sandwich Bus Duct of suitable capacity

shall be provided from Transformers and DG Sets to Main LT Panels, Main LT

Panels to HVAC Panel & all Capacitor Panels. Adequate runs of XLPE insulated

armoured Aluminium conductor cables shall be laid from Main LT Panel to LT

Panels of individual buildings & blocks.

b. In Hospital, AYUSH, Medical & Nursing College the separate distribution system

shall be provided for Lighting load, Power & AC Load & UPS load. Each

distribution system shall be with Electrical panels, rising mains, Floor panels,

Double door MCB Type DB’s, VTPN DBs etc. Various LT Panels & UPS panels

installed in OPD & hospital blocks shall be interconnected with each other with

suitable change over switches.

c. Each building shall have a LT room to receive power from the substation through

armored cable and distribute power to the entire building through a Main LT

Panel located in the LT room.

d. Each building shall have suitable Nos. of rising mains for catering to loads of

Lighting, HVAC equipment, Power & Medical Equipments (Hospital Block), UPS

etc. connected to Main LT Panel, as applicable.


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e. Each rising main shall have Tap off at every floor, feeding the floor panels with

incoming & outgoing MCCBs of required capacities and numbers feeding the

double door DBs/VTPN DBs.

f. Sub mains from floor panel to DBs shall be connected with armored cable on

surface/cable tray.

g. The power cabling shall be sized so that the distribution losses do not exceeds

3% of the total power uses in buildings. Voltage drop for feeders shall not exceed

2% at design load and for branch circuit; it shall not exceed 3% at design load.

h. Meter Box & Energy Meters- Meter Box with energy meters (single / Double

source) shall be provided for each housing unit and shops as below:

i) Type-II, III, - Single Phase, Dual source energy meter of 40/5A SPN .

ii) Type- IV & V Housing, Director’s residence - Three phases, Dual source Energy

meter of 40/5A TPN.

iii) Shops - Single Phase, Single Source energy meter of 40/5A SPN.

iv) Food court (if any) - Three phase, Single source Energy meter of 40/5A TPN.

7. EARTHING NETWORK

Earthing with Maintenance free Chemical earthing system/GI Earthing System/Copper

Earthing system, as required, shall be provided by the EPC Contractor for earthing sub

stations equipments, Electrical Panel boards, UPS and other Equipment /installations

in each building. Earthing shall be in conformity with provisions of rule 32,61,61, 67 &

68 of Indian Electricity Rules 1956 & as per IS-3043 as amended up to date. Copper/GI

earth strips shall be used for connecting the Electrical equipments and Medical

equipments with Earth pits as required. Earth Leakage circuit breakers shall be

provided in the DBs for individual units. Separate and distinct earth stations with

insulated electrode shall be provided for the following:

HT Panels

Main LT Panels & LT Distribution Panels

UPS system – Body & Neutral

EPABX & LAN Server

Transformers - Neutral & Body

DG Sets - Neutral & Body

Laboratory

Modular OT’s

Lifts

All types of Medical Equipment


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Any other equipment as required

All three phase electrical installations shall be provided with double Earth connection

and single phase electrical installations with one Earth connection as per CPWD

specifications & NBC 2016.

8. LIGHTNING PROTECTION SYSTEM

Lighting protection of various buildings and blocks shall be provided as per IS/ IEC-

62305-1:2010 (latest as amended), CPWD Specifications and NBC 2016 norms. The

main and most effective measure for protection of structures against physical damage

is considered to be the lightning protection system (LPS). An external LPS which

consists of air-termination system, down-conductor system and earthing system is

intended to:

a) Intercept a lightning flash to the structure (with an air-termination system),

b) Conduct the lightning current safely towards earth (using a down-conductor

system), and

c) Disperse the lightning current into the earth (using an earth-termination system).

Accordingly a standard lighting protection system will be provided in all the buildings

as per NBC 2016 Standards, using single prone finials, horizontal and down comer

earthing strips of suitable size, terminating in the Earth Pits. Aviation Obstruction

Light (AOL) shall be provided in various buildings as per Civil Aviation regulations,

NBC norms & CPWD Specifications as applicable.

All Aviation Obstruction Lights shall be fed with UPS supply only.

9. Internal Electrification, LV & Allied works

Following works shall be carried out in coordination with the civil work within the

buildings complete in all respects as per latest IS Codes and CPWD Specifications.

i. Wiring & Conduiting (MS/PVC Conduits) for internal electrification, LV & Allied

works.

ii. LED Light fixtures, Fan (Ceiling & Wall) & Exhaust Fans.

iii. 6A Light Point /UPS Modular Switch & Socket Outlets.

iv. 16A/ 20A Power/UPS Modular Switch & Socket Outlets

v. L.T. Cables and Sub main wiring, circuit wiring.

vi. Cable Tray & Raceways.

vii. Rising Mains / Bus Trunking

viii. Floor Panels, Distribution Boards & VTPN DBs.

ix. Earthing


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x. Extra Low Voltage system like Telephone/IPBAX, LAN & Wi-Fi, Fire Detection &

Alarm System, CCTV System, MATV, Public Address system, Access control system,

Boom Barriers etc.

xi. Audio Visual System & Stage Lighting for Auditorium.

xii. Audio Visual system for conference Room, Seminar Hall, Lecture Theater etc.

xiii. Nurse Call system.

xiv. Information display system.

Following points shall be generally followed for internal and external electrification

of various areas:

a. Internal areas like rooms, corridors, lobbies, staircases, terraces, washrooms etc.

of all buildings and blocks shall be adequately illuminated conforming to

provisions stipulated in NBC 2016, ECBC and CPWD technical specifications

maintaining the indicated Lux levels and Light Power Density.

b. The Internal Electrification work shall be carried out in recessed/surface

mounted MS or PVC conduits in accordance with CPWD General Specifications

for Electrical Works Part-I (Internal)-2013 and Part-II (External)-1994 with up

to date amendments.

c. MS/ PVC Conduits shall be surface mounted or laid on MS angle/channels with

suitable hanging supports in areas wherever there is false ceiling provision. In

case there is no provision for false ceiling, MS/PVC Conduits shall be concealed

in concrete during slab casting. Wiring for lighting/power shall be generally

done in MS Conduits whereas wiring for LV works shall be generally done in PVC

conduits unless stated otherwise.

d. FRLS PVC insulated Copper conductor wires will be used for points, circuit &

sub-main wiring conforming to relevant IS-Codes.

e. Agency shall execute the work after obtaining necessary approval of the layout

for internal electrification of all buildings, Residential Blocks, common areas and

staircases. The staircase lighting shall be in group control system.

f. Modular type switches, sockets and stepped type electronic fan regulators, bell

push button along with matching mounting boxes of same make shall be used.

g. Colour coding of the conduits, switches, sockets shall be provided for Normal &

UPS power supply as per NBC 2016.

h. TV outlet point wiring shall be terminated in suitable size of G.I. box along with

splitter at every floor. The interconnections of all splitter boxes fixed at all floors

shall be done properly with conduits to form proper distribution system with

the prior approval of Engineer-incharge.

i. LED Type Lighting fixtures with inbuilt harmonic suppression mechanism shall

be provided.


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j. Suitable size & capacity Exhaust Fans shall be provided in Hospital, Medical &

Nursing College, MGPS/Air Compressor room, Hostels & Residential Blocks and

other utility/service buildings as per NBC 2016 provisions.

k. Suitable size & capacity Ceiling Fans/ Wall Fans (White/Off White color) shall be

provided in the rooms and areas of various buildings, as required, where there is

provision neither for air-conditioning nor for forced ventilation. However,

Ceiling Fans/ Wall Fans as required shall be provided for Guest House,

Auditorium as directed by Engineer-In-Charge.

l. Separate shafts shall be provided for laying of pipes for Electrical, ELV,

Mechanical and Fire Services.

m. Laying of DWC HDPE / Hume pipes for road crossing or in pucca portion & CC

path etc. for electric / telephone / LAN/ street lighting cables complete with

adequate number of cable chambers shall be provided by the agency.

n. After completing the work, necessary test results as envisaged in CPWD General

Specifications Part-I (Internal)-2005 & Indian Electricity Rules 2005, shall be

recorded and submitted. The results shall be within the permissible limits.

o. Aviation Lights (LED Type) shall also be provided as per prevalent norms & IS-

Codes.

p. GI/Aluminum/PVC Raceways, with accessories, shall be provided on floors of

various buildings as per requirements. The cover plate of raceways’ junction

boxes shall be stainless steel (SS 304 or SS 316).

q. Suitable illumination with LED light fixture shall be provided on terraces of

various institutional and residential buildings. Special lighting and illumination

shall be provided for Helipad area conforming to norms stipulated by Civil

Aviation and other concerned authorities.

r. Power Points, LAN points, UPS power point, Telephone Point (with telephone

instrument as required) shall be provided for all counters like registration,

reception, nurse call station etc.

s. Requisite size of raceways shall be provided in slabs with fillers, wherever

required for drawing the wires and cables for the work stations etc.

t. For areas with grid type false ceiling, recessed type LED Light Fixtures of size

600 mm X 600 mm shall be provided as per directions of Engineer-In-Charge

unless otherwise stated. For false ceiling with Gypsum board, Down Lighter type

fixtures of suitable size shall be provided as per directions of Engineer-In-

Charge unless otherwise stated. Surface mounted Light Fixtures shall be

provided in the areas without False Ceiling.

9.1. Lighting Design & Lighting Fixture


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LED lighting fixtures shall be provided with inbuilt Harmonic suppression system

in all areas and buildings to achieve the illumination levels conforming to latest IS

Code, NBC 2016, ECBC latest up to date. All LED lighting Fixture shall have

luminous efficacy of more than 100 Lumens per watt. Lighting Power Density

(LPD) shall be achieved for various buildings/ areas as per lighting simulation

requirements as per GRIHA & ECBC norms.

Occupancy/ Movement sensors and light dimmers shall be provided for automatic

lighting control in Office rooms / Consultant rooms / toilets and other areas as

required under NBC and latest ECBC norms.

9.2. Computer / LAN Networking/ Wi-Fi Points

RJ 45 data outlets points will be provided for Computers, Networking, Telephones,

Wi-Fi, Access Control, CCTV, Information Display system, BMS, SCADA etc. as per

requirement in rooms and other areas at various floors in all the blocks / buildings.

The Data Outlet points shall be connected to Rack Panel/Computer hub with 4 pair

CAT-6/ CAT-6a wiring in Raceways, recessed/ surface conduit as required. UPS

Power supply shall be provided to Network Rack, Servers & Computers wherever

required.

The maximum length of the Cat 6a cable from end user point to the Hub or Edge

switches shall not be more than 90 M. Beyond 90 M length Fibre Optic Cable shall be

used.

The Rack Panel/computer hub at various floors will be connected to Main rack of

the building/ block with Fibre Optic Cable through conduit or raceways on surface/

recess.

Suitable Data Centre with false flooring shall be established in the OPD block of

Hospital Building, which comprises both LAN server & IPABX server. There shall be

proper redundant (24 X 7) cooling facility in the Data Centre to maintain the desired

temperature, humidity & Indoor air quality for smooth operation of the System.

A redundant Data Centre/ LAN server will also be provided in Medical College in

parallel to Hospital LAN server.

The server shall be connected to Distribution switch through Optical Fibre cable.

Distribution switch shall be connected to Edge switches of each building/ block

with optical fiber cable in underground DWC HDPE pipe of suitable size for outside

connectivity or in cable raceway/conduit inside the buildings.

The Server shall have Firewall protection, Bandwidth management & required

client Access license.

The incoming Fibre cable from Service provider for the Campus Broadband

connectivity shall be terminated in the Server room. The laying and termination of

Fibre optic cable within the campus will be provided.


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The Rack Panel comprising of jack/Patch panels, Network switches, patch cords,

power supply units, Cooling Fans, Wire managers, LIUs, Trans-receivers, Fiber patch

cord etc. of individual buildings/Blocks/ floors.

LAN Infrastructure at different Floors of various building shall be used commonly

for IPABX, BMS, Access Control System, CCTV, Nurse Call System, HMIS (Hospital

Management Information System) etc. along with LAN.

For HMIS, only wire/cable network with copper cables/CAT6/Optical Fiber Cable

shall be provided as required.

Brick masonry manholes with covers shall be provided at suitable lengths to

facilitate easy wire/cable pulling.

Wireless access points for Wi-Fi connectivity are proposed in Hospital Block,

Medical & Nursing College, Ayush Hospital, Hostel blocks, Auditorium etc. All types

of hostel shall have only Wi-Fi connectivity whereas other buildings in the complex

shall be with wired data outlets along with the Wi-Fi connectivity.

9.3. IPABX System

RJ-45 Telephone socket outlets with suitable IP Phones instruments shall be

provided in all blocks / buildings at convenient locations, as required. CAT6/ CAT

6a wiring shall be provided in recessed/surface conduits / raceways from each

telephone point up to the Rack panel (Patch Panel & Switch) at each floor or nearest

Rack Panel of all buildings /Blocks. The Maximum length of the CAT6/ CAT 6a cable

shall be 90 M.

IPABX with minimum capacity of 2000 Telephones & expandable up to 5000

telephones shall be located at Server Room in the Hospital block. The PRI lines for

IPABX shall be terminated in the separate Rack in server room of Hospital Block.

This Rack will be connected to the IPABX system.

The Rack Panel (comprising of jack/Patch panels, Network switches, patch cords,

power supply units, Cooling Fans, Wire managers, LIUs, Trans receivers, Fiber patch

cord etc.) of individual buildings/Blocks shall be connected to the main IPABX

Server Rack with optical Fiber cables to be laid underground in DWC HDPE Pipe of

suitable size.

Manholes with covers shall be provided in the underground DWC HDPE pipes at

suitable lengths for easy pulling & maintenance of cables.

9.4. Fire Detection / Alarm System

Addressable Intelligent fire detection and Alarm system of latest technology with

Fire alarm panels, multi Sensor detectors, smoke detectors, heat detectors, beam

detectors, response indicators, manual call point and hooters, light strobe etc. shall

be provided. It shall meet the requirement of NBC 2016/CPWD Specifications/ State

By laws. License/Approval of Local Fire Authorities shall be provided for the

complex. There shall be the proper Zoning of the complex/buildings considering the


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Non Critical & Critical areas (critical area like OT, ICUs Labs, sterilise zones etc.) in

the Hospital Block or in the other buildings. Repeater panels shall be provided in

various buildings as required.

There shall be Independent fire panel for Hospitals, Medical and Nursing college,

AYUSH block, Hostels, Guest House, Auditorium, multi-story residential buildings

etc. and all fire control panels shall be interconnected with each other. Fire

Detectors and devices of other ancillary buildings/ blocks shall be connected to Fire

Control Panel of the nearest building through necessary cables in DWC HDPE pipes.

The monitoring of whole complex shall be in the Main Fire Control Room of Hospital

Building. For Central Monitoring of all the Fire Panels, necessary devices like PC,

Printer, modules & Software etc. of latest technology with minimum 1 TB hard disk

shall be provided in the Control room. Fire Alarm control Panel shall not have more

than 159 devices and 159 detectors in one loop. The details of the system proposed

shall be as follows:

a) Addressable intelligent dual type Fire Detectors is suggested.

b) Detectors should be with inbuilt short circuit isolator & automatic addressing.

Detectors should be installed as per coverage defined in NFPA 72. It should

include all rooms, halls, storage areas, basements, attics, lofts, and spaces above

suspended ceilings including plenum areas utilized as part of the HVAC system.

In addition, coverage should include all closets, elevator shafts, enclosed

stairways, dumbwaiter shafts, chutes, and other subdivisions and accessible

spaces.

c) Each detector & devices shall have integrated short circuit isolator.

d) Suitable numbers of input/ output (C/M) relay modules are suggested for

connecting other equipment like Electrical Panels, lifts, firefighting system,

AHUs etc.

e) Spacing between two detectors shall not be more than 8 Mtr or it shall be as per

relevant code & manufacture standards.

f) Cabling shall be with Fire Survival Armoured copper cable.

g) Suitable addressable loop powered sounders/ hooters for 100db sound level

are suggested.

h) Addressable manual call boxes shall be provided near all exits, stair cases, lift

lobbies etc. as per relevant Norms.

i) The Response Indicators shall be used in the waiting areas, Corridors, Common

Area, conference Hall or in large room etc.

j) Microprocessor IP based fire alarm control panel (fully redundant) for number

of required loops with 24 hrs. Battery backup with LCD display, printer etc.

shall be located in the fire control room.


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k) Fire Alarm Panels shall be integrated with PA system and with BMS also.

l) Two Way communication Fire Fighters Telephone Jack & Handset with

necessary accessories are to be provided in all the buildings as required.

9.5. Public Address System (PA System):

PA System shall be provided in Hospital Block, Ayush Block, Medical & Nursing

College & other buildings as required. Speakers in the Ceiling/Wall shall be

provided in corridors, lift lobbies and other common areas as per NBC

2016/relevant IS codes.

a) Box type speaker shall be provided in the entrance lobby.

b) Horn type speaker are suggested in the basement.

c) Recessed speakers in the false ceiling areas.

d) Proper zoning are to be done considering the user requirement, critical areas

& floor etc.

e) Control console shall be located in the fire control room with pre amplifiers,

amplifiers, CD, DVD/Pen-drive, FM Player & gooseneck microphone.

f) System shall have the facility to make announcement on all floors

simultaneously or on individual floors.

g) Wiring shall be done with twin twisted tinned copper wire in the conduit.

h) The system shall be integratable with Fire alarm panel and with the BMS

also.

9.6. Closed Circuit Television System (CCTV System)

The CCTV and Surveillance System shall control and monitor different buildings

in the Campus as per NBC 2016/ relevant IS codes/Local by laws. All the

buildings shall have IP Based Dome Cameras, Bullet Cameras and PTZ Cameras

for surveillance. The types of cameras & locations of various Cameras indicated

herein are minimum to be provided. However during detailed designing if

required and found necessary the type / rating of the Cameras shall be

upgraded.

OPD+ Hospital Block + Ayush – Dome/ Bullet Cameras (Indoor Type) + PTZ

Cameras on pole or Roof top (Outdoor)

a) Medical and Nursing College – Dome/ Bullet Cameras (Indoor Type) + PTZ


b) PG + Nurses + Boy/Girls Hostel – Dome/ Bullet Cameras (Indoor Type) + PTZ


c) Residential Blocks – Dome/ Bullet Cameras (Indoor Type) + PTZ Cameras on

pole (Outdoor)


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d) Guest House:- Bullet Cameras (Outdoor Type) + Dome/ Bullet Cameras

(Indoor Type)

e) Entry/ Exit Gates- Bullet Cameras (Outdoor Type)

f) Substation/Plant Room/Pump Room Building/Parking/Laundry/Mortuary

etc. - Bullet Cameras (Outdoor Type)/ PTZ Cameras on pole or Roof top

(Outdoor)

The indoor Dome Cameras and Bullet Cameras are proposed to be installed at all

Entry & Exit Points, main corridor, Lift lobbies & common areas of Hospital/Ayush

Block/Medical and Nursing College.

In all other buildings cameras s shall be provided at Ground floor Entry & Exit Points,

main corridor, Lift lobbies & common areas etc.

All the outdoor cameras shall be in IP-66 Housing with Junction box, media converter

etc. is proposed in weather proof housing. The existing LAN network switches would

be used for CCTV connectivity and will be connected to central CCTV server &

cameras shall have POE connectivity ports.

Network connectivity for outdoor cameras having distance more than 75 metres,

shall be on optical fiber. Suitable provision shall be provided to connect with existing

LAN infrastructure. The power supply to LAN switches and Monitors will be on UPS.

The video recording shall be non-embedded based recording server with video

management software.

1. Bullet/Dome camera:- These cameras shall be Full HD IR Camera suitable for Day

and night operations. All the cameras shall be operative on automotive manual &

scheduled mode. The cameras shall be UL/FM Listed. RJ- 45 Cable connectors will

be used for Network/POE connectivity.

2. PTZ outdoor cameras:- The true IP day and night viewing PTZ cameras proposed

are 20 x optical zoom, Auto iris & auto focus lens with focal length 4.7 mm to 94 mm

or better. The PTZ camera shall automatically track the object to use its

Pan/Tilt/Zoom feature and record 30 frames/ sec. The cameras shall be UL/FM

Listed. RJ- 45 Cable connectors will be used for Network/POE connectivity.

3. Central Core & Recording Server:- The main servers will be Intel Xeon processor

E5-2600, minimum speed of 2.3 GHz with 6 Core, dual Gigabit Ethernet Port, USB

port, Video port. The server memory will be 16 GB DDR4 RAM with operation and

management Licenses to manage at least 15 Recording Servers and 300 Cameras.

4. LED Display Monitor:- The sufficient no. of Full HD LED Monitors with high

resolutions screen size of 40” (Diagonal) are to be provided for viewing all live/

recorded camera proceedings. The resolutions of 1920(H) x 1080(v) pixels with

comfortable viewing angle is proposed for all monitors suitable for operation on

220-240V AC 50 Hz power for the display panel should be equipped with all

standard features such as video in, Audio in, HDMI/DVI, RJ 45 Port etc.


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Control Room shall be located in the Security /Control Room of the Hospital block.

The wiring inside the building shall be with CAT 6A cable in conduit and for Outdoor

connectivity Armoured fiber Optic Cable shall be used. Optical fiber cable shall be

laid underground in HDPE pipes with suitable Manholes for easy pulling and proper

Maintenance. PTZ cameras will be placed on roof top and on Street light Poles with

necessary mounting arrangements in external areas. The video management server

should have minimum 30 days storing capacity.

9.7. Access Control System:

Access Control system will be magnetic door type controlled through Card readers

and biometrically. All sensitive areas like OT's/ICUs Corridor, Laboratory, Stores,

OPD Departments in Main Hospital & AYUSH Block, Labs & academic departments of

Medical & Nursing College etc. shall be provided with Access Control System. IP

based door controllers shall be provided as required. Existing LAN infrastructure

shall be used for network connectivity of IP based door controllers. Each Controller

will control four No. of Magnetic locks which can be for single or double leaf door.

The centralized control will be managed through a server to be installed in main

Security Control/ Server Room. For Overriding purpose Push Button will be

provided inside the rooms.

The system will be capable to record the biometric attendance of the authorized

personnel and the records will be stored in server.

9.8. HMIS:

For HMIS, required wire/cable network with copper cables/CAT6/Optical fiber

cable shall only be provided. As HMIS is user specific tool, Software/Hardware for

HMIS shall be separately dealt as the same is not being considered in this proposal.

The AIIMS Authority shall take action for its procurement and installation at

appropriate stage.

9.9. MATV System

The system shall include supply and installation of Centralized MATV System in

various areas like Hospital, Medical & Nursing College, AYUSH Blocks, Guest House

and individual dish antenna TV for Hostels as directed by Engineer-In-Charge. The

system comprises of a shared coaxial cable network that transmits analog television

signals to downstream subscribers.

40” LED Monitors shall be provided in common reception/waiting areas, dining hall,

,Hospital, Medical & Nursing College, Ayush Block, common room in hostel complex

,Cafeteria president’s chamber, dean’s chamber, director’s chamber, medical

superintendent’s chamber, HOD Offices, Principal’s chamber etc as directed by

Engineer-In-Charge

32” LED monitors shall be provided in Private wards, Guest House rooms / suites

etc. as directed by Engineer-In-Charge.


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MATV system shall be interconnected with Information Display system.

The provision of LED monitors shall not be made in Residential apartment in

complex. The scope shall be limited to supply and installation of MATV wiring only.

The Master antenna/Dish shall be provided for in individual building blocks. It shall

be provided at the top most convenient point in any building with a suitable room on

the top most floor or terrace for housing the amplifier unit.

From the amplifier rooms, conduits should be laid in recess to facilitate drawing co-

axial cable to individual areas. Suitable Tap Off boxes shall be provided in every

room.

The specifications of the same are listed below:

a) Conduiting- Conduiting for MATV system shall be carried out in M.S. Conduit.

b) Outlets - All MATV outlets shall be provided with modular range of cover plate,

box and coaxial outlet. Cover plate shall match in shape & finish with other light

and power accessories.

c) Junction Box: Suitable size of GI box shall be provided for termination of

conduit for MATV system.

d) MATV Line Amplifiers: The MATV Amplifier shall be housed in a high

frequency resistant Aluminium housing at the highest level (terrace level). The

MATV Amplifier shall have an in built variable equalizer and Alternator for site

signal condition adjustments.

e) Coaxial Cables: The coaxial cable shall be of wideband type.

f) Tap Off / Splitter: These shall be of ultra-wide bandwidth and of hybrid type.

These shall have a flat frequency response over the entire operating range.

These shall have a aluminium cast housing for high frequency radiation

resistance. The Tap offs shall be in one way, two way and four way

configurations.

9.10. UPS:

UPS units suitable for 3-phase power supply shall be provided. Suitable capacity of

Centralized UPS shall be installed for computers, Operation theatres, Medical

equipment and other essential loads as required in the Hospital, Medical and

Nursing College, Ayush Block & Auditorium. Microprocessor Based True online Dou

conversion UPS with latest IGBT technology & inbuilt isolation transformer are to

be provided for uninterrupted power supply for all Emergency requirements. UPS

with separate Power distribution system (comprising of distribution panels, rising

mains, distribution boards etc.) shall be provided for each block. The UPS System

shall have minimum efficiency of 93.8 % as per ECBC.


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The UPS power Supply to OT’s shall be with isolation transformers. The UPS

System shall be for 30 Min Backup with Maintenance Free batteries and Bypass

system. The system shall have the incoming and outgoing switchgear panel. The

system shall include the interconnection of UPS Input/output power supply Panels &

UPS units, UPS & Batteries through flexible copper cables of suitable size. UPS shall

be equipped with communication card for data monitoring on BMS System.

Proposed minimum UPS capacity details are as given below:

UPS LOAD DETAILS FOR AIIMS, GORAKHPUR

S. No.

Services

LOAD in KW

Hospital block

Medical &

Nursing College

Ayush Hospital

Auditorium

1 OT (16 Nos.) @ 10 KW 160 0 0 0

2 Blood bank 30 0 0 0

3 Labs (3 labs @20KW+4 labs @10 KW)

70 30 0 0

4 Server FOR Hospital & College 20 20 0 0

5 Computer Outlets (400 Nos.) @ 300 W/point

60 55 5 0

6 Common Area Lights / Emergency Lighting

45 40 15 0

7 Bed Head panels (in ICU-75 [email protected] )

338 0 0 0

8 UPS point in Wards - 675 Bed @ 0.25 KW )

161 0 8 0

9 Fire Alarm, PA System, Access Control & Security System, EPABX, LAN etc.

13 15 2 0

10 BMS 10 0 0 0

11 Digital Display system 2 0 3 0

12 Auditorium AV Equipment & Emergency Lighting

0 0 0 20

13 Misc. equipment 50 30 10 10

Total Load 959 190 43 30

Total Load in KVA 1128 224 51 35

Diversity 0.70 0.70 0.70 0.70

Total Load 789 156 35 25

TOTAL UPS CAPACITY 1000 200 KVA 50 KVA 30 KVA


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PROPOSED KVA

9.11. SOLAR PHOTOVOLTAIC POWER SYSTEM:

Direct Online Grid connected Solar Photo Voltaic Power system of suitable capacity

shall be provided in the AIIMS Gorakhpur complex as per ECBC/NBC 2016. The

generated power will be directly connected to the Power grid/Distribution Panel of

respective Building/ Block for load sharing during day time. The average area

requirement per kWp will be 10 sq. Mtr on roof Top. The total Capacity of Solar

Power System to be provided shall be minimum 2.5 % of the Internal Lighting &

HVAC Load as per GRIHA Norms.

9.12. BOOM BARRIERS:

Boom Barriers shall be provided at all Entry and Exit Gates of the AIIMS Complex.

Push Button Type Control for open & Close the Boom Barrier through high Torque

motors operated through 230 V AC Supply. In case of power failure the barrier can

be raised/lower manually. The Boom length shall be as per the requirement of the

road Width. The Opening time varies from 3 sec. to 6 sec. The Control Unit shall be IP

54 protected against rough weather.

9.13. EXTERNAL/ STREET LIGHTING:

High efficiency LED lighting fixtures shall be provided for external road lighting,

compound/landscape lighting including Solar Street Lighting. The lighting control

/operation for external Lighting shall be automatically controlled with digital timer

control switch through outdoor type Feeder Panels.

External Lighting proposed shall be the combination of conventional wired external

lighting Poles & Hybrid Solar lighting poles with solar panels.

Medium/High mast lighting towers shall be provided for external lighting of large

open areas and parking area.

Road / Compound Lighting / Landscape Lighting / Facade Lighting shall be designed

as per NBC & ECBC Codes. Road / compound lighting shall be provided with outdoor

type light fittings (IP-65). Hybrid Solar lighting shall also be provided at selected

locations as per GRIHA requirement.

Façade lighting shall be provided to illuminate the building elevation.

All Street Light Poles shall be made out of Galvanized Iron (GI) Octagonal tubes.

Poles will be suitable for single / double side arms or as required. Poles shall have a

service window at the bottom comprising connector terminal & MCB. Poles can be

mounted on foundation with Anchor bolts of suitable size & quantity. The height &

spacing of the street light poles pole will be designed to achieve illumination Lux


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levels. The height & spacing of pole and illumination Lux level should be as per latest

CPWD Specifications, NBC 2016 and other relevant norms.

Suitable outdoor type feeder panel with digital time controlling shall be provided for

power distribution of various circuits of Street Lighting Poles / High

Mast/Bollard/Façade light etc.

Special lighting shall be provided for Helipad Area as per relevant norms.

9.14. AUDIO-VIDEO & STAGE LIGHTING SYSTEM:-

9.14.1. Scope of Work:

Audio-Video & Stage Lighting System shall be provided for Auditorium and

Audio-Video System shall be provided for Seminar/Conference Rooms and

Lecture Theatres at AIIMS Complex. The following facilities for Auditorium,

Seminar/Conference Rooms and Lecture Theatres shall be provided:

Audio System for Auditorium, Seminar/Conference Rooms & Lecture

Theatres.

Lighting System embedded in Acoustic Interior Works for Auditorium.

Video Projection & Control System for Auditorium, Seminar/Conference

Rooms & Lecture Theatres.

Stage Lighting & Stage Furnishing for Auditorium.

9.14.2. Audio/Sound reinforcement System for Auditorium:

Audio or Sound reinforcement system includes Line array speakers, woofers,

surround loudspeakers, Stage monitors loudspeakers, Control Room

loudspeakers, Green Room Loudspeakers, Power amplifier, Modular digital

sound Processors, Surround Pre Amplifier, Digital Mixing Consol, Microphones,

DVD cum USB Player, Podium, Electrical wiring, cabling, their interconnections

etc. of latest technology with all accessories to complete Audio system in all

respect for proper functioning of system.

The main control of Audio system will be from sound control room.

9.14.3. Electrical System in Acoustic Lining for Auditorium:

Electrical work in Acoustic lining of Auditorium includes Recess/surface

mounted down lights, TRIAC dimmable LED down lights (Compliance to IEC

standards), Signage, 6A/16A Power points, wiring, cabling, earthing, cable

tray/raceways of respective size etc. of latest technology with all accessories to

complete the electrical system in all respect for proper functioning of system.

The system of mounting these lights will be integrated with false ceiling design.

9.14.4. Video Projection and Control system & Video Switching System for

Auditorium:


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Video Projection and Control System includes 3 Chip DLP Projector with long

throw lens, fixed frame projection screen (400” diagonal), 18.5” Monitor for

Cameras monitoring, 49” Full HD Smart LED display for VIP room/Green

room/stage monitoring/seminar Halls, VC Unit with PTZ camera with PC and

Full HD MCU software, High definition PTZ cameras, remote camera Joystick

Controller Unit, Speech prompter with PC and desired software, recording

device, Controller, Touch Panel for wireless connectivity/controlling to all

equipment, wireless routers, remote for sliding presentation, HDMI Over

shielded twisted Pair Cable Digital Transmitters/Receivers, presentation,

HDMI Over optical fiber Cable Digital Transmitters/Receivers,

Multimode/Single mode optical fiber cable, LIUs, Network switches, HDMI

Cables, VGA Cables, CAT6/6A cables, their interconnection etc. of latest

technology with all accessories to complete the Video Projection and Control

System in all respect for proper functioning of system.

Video switching system comprises of Presentation point, Presentation

switcher, HDMI over shielded twisted pair cable digital receivers complete,

their interconnections etc. of latest technology with all accessories to complete

entire system in all respect for proper functioning.

9.14.5. Stage Lighting & Stage Furnishing System for Auditorium:

The stage of Auditorium will be used for Video Projection, meeting, Lectures,

dance and drama performances. For stage lighting One Set of lights has been

proposed at grid level above stage. There will be two Light ladders on each side

of stage. Front of Hall Light will be installed to cover front portion of the stage.

The system of mounting these lights will be integrated with false ceiling design.

Stage Lighting & Stage Furnishing system comprises of Curved Motorized

winch to use as Lighting bar/Frill bar/Utility bar with necessary pulley, guide

pulley, compact gear box, DC Motor etc., CE Certified Self climbing motorized

tele-climber hoist complete with electric motor, Grand drape track system, Mid

curtain track system, Wing frame, Cyclorama with drum tight arrangement,

Main valance fixing arrangement, MS lighting junction box, customized MS

angles as per requirement, Power panels, Motor control panels, Halogen

Fresnel spot light, Spun aluminum PARCAN lights, Halogen cyclorama light,

Halogen flood light, LED lights, Stage spot light, Stage zoom profile spot light,

SR Beam moving Head complete, RGY Laser for effect purpose, Dimmer pack

with automatic sensor, Grid mounted Photo isolator DMX splitter unit, Lighting

Console with 24 multifunctional faders, assorted metal gobos, necessary

clamps arrangement, Fire retardant velvets/cotton fabric for curtains/ Grand

drape/frill/Cyc tab track, Halogen lamps for light fittings, copper wires, cables,

their interconnection etc. of latest technology with all accessories to complete

entire system in all respect for proper functioning.


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9.14.6. Audio & Video Switching System for Conference, Seminar Rooms &

Lecture Theatres:

Sound reinforcement and Conferencing system is to be provided in Seminar

Rooms. The conferencing system shall be complete digital system with Audio

recording facility. The system shall have flush mounted delegate units on the

tables. Each delegate unit shall be shared by two delegates. Chairman unit shall

have a priority unit to override the delegates.

For Lecture theaters, Audio system shall have interfacing facility for sound

reinforcement system by providing loudspeakers on wall / ceiling.

Audio or Sound reinforcement system for Seminar rooms & Lecture theaters

includes Line array speakers, surround loudspeakers, Power amplifier,

Microphones, DVD cum USB Player, recorders, electrical wiring, cabling, their

interconnections etc. of latest technology with all accessories to complete

Sound reinforcement and Conferencing system in all respect for proper

functioning.

Video switching system for Conference & Lecture theaters comprises of 3 Chip

DLP Projector with long throw lens, fixed frame projection screen (400”

diagonal), Presentation point, Presentation switcher, HDMI over shielded

twisted pair cable digital Transmitter/receivers, HDMI cabling, Power wiring,

cabling, their interconnections etc. of latest technology with all accessories to

complete video switching system in all respect for proper functioning.

For Seminar room, facility of proceedings recording shall be provided with PTZ

cameras, network recorders, microphones, LED TVs, Network switches etc.

along with above mentioned video switching system for providing video

conferencing facilities between chairman and max. 5 Nos. other delegates

sitting at different remote locations.

The wiring/cabling will be carried out with Cat 6 and HDMI cables,

microphone cable with connector as required.

9.15. NURSE CALL SYSTEM

Hospital Building shall be provided with a “IP based Nurse Call System”. The System

shall be approved in accordance with VDE guidelines/ international guidelines. It is

proposed that Nurse Call System shall be provided for 805 Beds (Approx.), out of

which 68 Beds will be with Speech facility & 737 Beds will be without Speech facility.

The “System” shall be designed in such a way that the most effective communication

between Patient, Nursing Staff, Doctor & management staff can be provided in the

least possible time.

Nurse Call System shall be provided in the wards/ rooms where patient will stay.

Some areas mentioned below but not limited to, are as follows:

a) IPD Wards


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b) IPD Rooms (Single Bed/ Double Bed/Deluxe Suite/ Super Deluxe Suite)

c) Recovery Rooms

d) MICU/ ICU/ HDU

e) Emergency Rooms

f) Pre/ Post operation & Cath,

g) Ward (Chemo, multipurpose, observation, Triage, Day Care) etc.

h) Any other area as required.

The Nurse Call System with voice facility shall be provided for Single Bed/ Double

Bed/Deluxe Suite/ Super Deluxe Suite rooms. The other wards shall be provided

with nurse call system without voice facility.

9.15.1. Main Controllers:

Controller shall be IP based & all the nurse station/ patient handset & other

equipment shall be connected to main controller through CAT6 cable. Main

controllers shall be networkable with other controllers through IP/ CAT6. Fault

in one controller shall not have the effect on working of another controller. Each

controller shall be able to work independently in case there is problem in

network.

9.15.2. Nurse Station:

Nurse station shall have large LC display capable of showing multiple patient

call at a time with bed/ ward no., type of call, date & time. There shall be scroll

down feature as well in case no. of patient call increase at a given time i.e. there

shall not be any chance of missing any patient call. There shall be feature to

priorities patient call depending upon patient condition, type of call & location

(Bed or WC). Nurse station shall have voice facility. It shall be user friendly &

have good aesthetic looks. All Nurse Stations shall be networked with other

nurse station with facility of call forwarding/ diverting/ escalating calls in

between nurse station. Nurse station shall be programmable so that emergency

calls shall always be on top priority.

There shall be option of displaying patient call on external monitors through

VGA/ HDMI/ DVI output from the nurse call system. The system shall be

interfaced with IPBX to use as a telephone also.

9.15.3. Patient Handset without voice facility:

Whenever the patient needs the attention of any “Nurse”, patient just press the

button provided at his/ her bedside. On pressing the button, the alarm shall be

annunciated at the Nurse Station by local sounder having volume & tone

adjustment informing the nursing staff about the bed no. / Room no. along with

type of call (Bed call or WC call or Doctor call) for their necessary action. Patient

handset shall be connected to bed head unit through plug in cable. For safety


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reason, handset shall have antimicrobial coating to avoid infection transfer,

shall be shock & spill proof & having suitable colour & symbol for nurse call

button on the handset. There shall be call cancel/ reset button either on bed

head unit or separate button.

9.15.4. Patient Handset with voice facility:

Patient handset shall be connected to whenever the patient needs the attention

of any “Nurse”, patient just press the button provided at his/ her bedside. On

pressing the button, the alarm shall be annunciated at the Nurse Station

informing the nursing staff about the bed no. / Room no. along with type of call

(Bed call or WC call or Doctor call) for their necessary action. There shall be

speech facility in both patient handset & nurse station with suitable inbuilt

microphone & speaker. Nursing staff shall receive the call from nurse station

itself & respond to the patient queries. It will reduce the nurse staff movement

to patient room. However, if required, nurse staff shall visit the patient room as

& when needed by patient. Patient handset shall be connected to bed head unit

through plug in cable. For safety reason, handset shall have antimicrobial

coating to avoid infection transfer, shall be shock & spill proof & having suitable

colour & symbol for nurse call button on the handset. There shall be call cancel/

reset button either on bed head unit or separate button.

9.15.5. Lamp Module:

Lamp module shall be installed outside the room/ ward above the door for

visual indication of different type of call. There shall be different colour of

indication for different type of calls.

Once the patient annunciates the alarm, the signal shall go to the nurse station.

The lamp outside the patient room/ ward shall also glow simultaneously red

provide a visual alarm. Lamp shall have different colours light to inform about

the type of call like red light for bed call, blue light for code blue call etc.

9.15.6. Doctor Call & Cancel Button:

Each bed/ ward shall have code blue button (Doctor Call). Doctor call button

shall be used only by nurse staff & programmed in such a way to avoid direct

code blue call by patient. It shall be a separate programmable button with

cancel button. It shall not be in patient handset with nurse call button & shall

have separate cancel button. Once nurse press code blue button, call shall go to

every nurse station of the hospital or as programmed as per site requirements

with room no. & bed no. information so that code blue team available at any

nurse station shall be informed & they can reach the patient room on immediate

basis.

9.15.7. Call-Cancel Button for common toilet


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There shall be nurse call & cancel button with suitable colour/ symbol in

common toilet near WC to generate nurse call by patient from WC in case of any

emergency. It shall be installed at waist height for easy access. The buttons shall

be moisture protected.

Pull cord Button for room/ ward toilet with shower/ bath facility.

There shall be nurse call button with suitable length of pull cord with colour/

symbol for nurse call from the toilet. It shall be installed above shower head

preferably in such a way to access from bath area as well as WC. Pull cord shall

be detachable & replaceable without changing the unit. The buttons shall be

moisture protected & suitable for bath areas.

9.15.8. Central Monitoring Station

Complete nurse call system shall be centrally connected to a PC having a

software recording of all the different type of call & cancel with date & time. The

software shall record the date & time of call generated by patient & call cancel

by nurse with type of call. Software shall be able to generate report on daily,

weekly or monthly basis as per requirement. It shall also be possible to put

reminder/ highlighted on calls if nursing staff do not attend/ cancel the patient

call with in specific time decided by the hospital management.

9.16. INFORMATION DISPLAY SYSTEM:

Information Display System shall be provided for Hospital Building. Information

display systems will achieve information sharing in order to significantly improve

the hospital management and service level, and enhance the hospital's brand and

core competitiveness. This system shall have centralized control over LAN with

unified management of video and audio signals, pictures, Text scroll and other

multimedia information to be transmitted to various display terminals.

Information display systems will be used to display:-

images, scrolling texts & videos of advertisements,

to share Internal information’s,

Public information

Advertisement or Promotions.

And influencing customer behaviour.

System Architecture LED Screen, Application Server will be used for Uploading &

Displaying movies, PPTs, Screen etc.

System advantages: Centralized control, centralized management.

Real-time: Issue Emergency information, Events, Media / Marketing Info etc.

PC based: It can play any file as per requirement of controller.


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The Information Display System shall display welcome messages at reception,

waiting & lobby areas of OPD & IPD. Displays can be programmed to show videos

that explain medical procedures, healthy eating tips and guidelines, medical

innovations, drug information etc.


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AIIMS GORAKHPUR Annexure - A (Elect.)

ELECTRICAL LIGHTING LOAD REQUIREMENT

S.No. Description Floors

Lighting Load in KW@ 13 W

/Sq.m

Max. Demand

considering Div. (0.8)

LOAD ON SUBSTATIONS

ESS-1 ESS-2 ESS-3

A Phase – 1

1 OPD + Diagnostic Block G+2 149 119 119

2 Ayush Hospital (30 Beds) G+1 31 25 25

3 Director's Residence. + Servant Qtr. G+1 5 4 4

4 Guest House G+3

10 8 8

5 EXTERNAL LIGHTING LOAD

25 20 20

6 ESS-1,ESS-2/ AC PLANT & ESS-3 G

18 14 3 8 3

7 TOTAL LOAD FOR PHASE -1 238 191 3 172 15

8 ADD 10% FOR FUTURE LOAD

24 19 1 17 2

9 LOAD IN KVA @0.85 PF 308 247 5 223 19

B Phase – 2

1 Medical & Nursing College G+4 282 225 225

2

Working Nurses Hostel (G+4) (144 single rooms) + Student Nurses (G+4)+ 288 Student in Triple sharing rooms

G+4

113 90 90

3 Type II +III Apartments Block G+7

66 53 53

4 Type IV Apartments Block-1 G+5

51 41 41

5 UG Boys Hostel (244 Nos.) G+4 57 45 45

6 UG Girls Hostel (120 Nos.) G+4 35 28 28

7 Dining Block G

20 16 16

8 EXTERNAL LIGHTING LOAD

10 8 8



63 51 0 0 51


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11 LOAD IN KVA @0.85 PF 819 655 0 0 655

C Phase – 3

1 300 Bed Hospital Block G+4 318 254 254

2 Type II +III Apartments Block-1 G+7

66 53 53

3 Type V Apartments Block-1 G+5

57 46 46

4 Night Shelter G+3 37 29 29



48 38 3 25 10

6 LOAD IN KVA @0.85 PF 618 495 38 329 127

D Phase – 4

1 420 Bed Hospital Block G+4 309 247 247

2 Auditorium G 27 21 21

3 Auditorium Stage Lighting 60 48 48

5 Hostel Block PG Students G+6 217 173 173

6 EXTERNAL LIGHTING & Sport Field Lighting LOAD

100 80 80

7 Mortuary G 9 7 7

8 Laundry F 8 7 7

9 Shopping Center G 6 5 5

10 Waste Management Service Block G

9 7

7

11 Cafeteria G

4 3 3

12 Fire station G 4 3 3

13 TOTAL LOAD FOR PHASE - 4 752 602 85 344 173

14 ADD 10% FOR FUTURE LOAD 75 60 8 34 17

15 LOAD IN KVA @0.85 PF 973 778 110 445 224


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ELECTRICAL POWER LOAD REQUIREMENT

S.No. Description Floors

Power Load in KW

Div. Max. Power

load Demand LOAD ON SUBSTATIONS

ESS-1 ESS-2 ESS-3

A Phase- 1

1 OPD + Diagnostic Block G+2 630 0.50 315 315

2 Ayush Hospital (30 Beds) G+1 131 0.50 65 65

3 Director's Resi. + Servant Qtr. G+1 22 0.50 11 11

4 Guest House G+3

43 0.90 39 39

5 ESS-1,ESS-2/ AC PLANT & ESS-3

G

40 0.80 32 8 16 8

6 ETP1

20 0.80 16 16

7 STP 1 & 2

60 0.80 48 30 18

8 HVAC LOAD (3X500 TR)(2W+1S) Div. considered in AC load Calculation.

1100 0.75 825 825

9 PLUMBING & PUMP LOAD 436 0.50 218 109 109

10 LIFTS -7 Nos. (OPD-4 Nos., Ayush-2 Nos, Guest House- 1 Nos.)

100 0.70 70 50 20

11 Kitchen Equipment 50 0.80 40 40

12 Medical Equip. (MRI/CTS/X-RAY/cath Lab. Etc.) LOAD (Details in Annx. 1)

1038 0.70 727 727



15 LOAD IN KVA @0.85 PF 4749 3114 151 2838 124

B Phase – 2

1 Medical & Nursing College G+4 1192 0.50 596 596

2

Working Nurses Hostel (G+4) (144 single rooms) + Student Nurses (G+4)+ 288 Student in triple sharing rooms

G+4

476 0.50 238 238


Page 98

3 Type II +III Apartments Block G+7

278 0.50 139 139

4 Type IV Apartments Block-1 G+5

215 0.75 161 161

5 UG Boys Hostel (244 Nos.) G+4 240 0.50 120 120

6 UG Girls Hostel (120 Nos.) G+4 149 0.50 74 74

7 Dining Block G

86 0.50 43 43

8 HVAC LOAD (1X500 TR)

550 0.75 413 225 188

9 PLUMBING LOAD 50 0.80 40 40

10

LIFTS (15 Nos.) (Med. & Nursing clg-3 Nos., Nurses hostel- 4 Nos. Type II & III - 2 Nos. Type-IV - 2 Nos. Boys Hostel -2 Nos. Girls Hostel -2 Nos.

250 0.80 200 200



13 LOAD IN KVA @0.85 PF 4509 2618 0 291 2327

C Phase – 3

1 300 Bed Hospital Block G+4 1345 0.50 672 672

2 Type II +III Apartments Block-1 S+8

278 0.50 139 139

3 Type V Apartments Block-1 S+6

243 0.80 194 194

4 Night Shelter G+3 155 0.50 78 78

5 HVAC LOAD (1X500 TR) 550 0.75 413 300 113

6 PLUMBING LOAD 50 0.80 40 40

7

LIFTS (14 Nos.) (Type II & III - 2 Nos., Type-V - 2 Nos., Hospital- 8 Nos., Night Shelter - 2 Nos.)

170 0.80 136 80 56

8 MGPS 170 0.70 119 119

9 CSSD 425 0.70 298 298

10 MOT Load 160 0.70 112 112




Page 99

13 LOAD IN KVA @0.85 PF 4589 2847 101 2098 650

D Phase – 4

1 420 Bed Hospital Block G+4 1307 0.50 654 654

2 Auditorium G 113 0.50 56 56

3 Hostel Block PG Students G+6 917 0.50 459 459

4 Shopping Center G 25 0.80 20 20

5 Mortuary G 37 0.80 29 29

6 Laundry G 36 0.80 29 29

7 Cafeteria G 16 0.80 13 13

8 Fire Station G

100 0.50 50 50

9 PLUMBING LOAD 100 0.80 80 10 60 10

10 Waste Management Service Block G

37 0.50 18 18

11 Miscellaneous Equipment Load 100 0.7 70 70

12 LIFTS - 20 Nos. (Hospital -14 Nos., PG Hostel - 6 Nos.)

300 0.80 240 180 60

12 TOTAL LOAD FOR PHASE - 4 3088 1718 30 1159 529


14 LOAD IN KVA @0.85 PF 3996 2223 39 1501 684


Page 100

DETAILS OF ELECTRIC LOAD REQUIREMENT FOR PROPOSED AIIMS GORAKHPUR

S.No. PHASE

ESS -1 ESS -2 ESS -3

Electric Load in

KVA

ESS Capacity

DG Capacity

Electric Load in

KVA

ESS Capacity

DG Capacity Electric Load in

KVA

ESS Capacity

DG Capacity

1 PHASE -1 156

2 X 500 KVA

2X 250 KVA

3061

4 X 2000 KVA

4 X 2000 KVA

144

3 X 2000 KVA

4 X1010 KVA

2 PHASE-2 0 291 2982

3 PHASE-3 139 2427 777

4 PHASE-4 149 1842 909

5 TOTAL 444 7620 4812

6 Overall

Diversity (0.70) 310 5334 3368

7 Considering

90% Loading 345 5927 3742

8

ESS Transformer

Capacity Proposed

2 X 500

KVA (1 W+1S)

4 X 2000 KVA

(3W+1S)

3X2000 KVA

(2W+1S)

9 DG Set Capacity

Proposed

(Considering CLF = 0.5 )

2 X 250 KVA (1 W+1S)

(Considering CLF = 1)

4 X 2000 KVA (3W+1S)

(Considering CLF = 1)

4 X 1010 KVA (3W+1S)


Page 101

DETAILS OF ELECTRIC LOAD REQUIREMENT FOR PROPOSED AIIMS GORAKHPUR

S.No. PHASE LIGHTING LOAD

REQUIREMENT IN KVA POWER LOAD

REQUIREMENT IN KVA Total Load

Total Load considering 70 % div.

1 PHASE -1 247 3114 3360 2352

2 PHASE-2 655 2618 3273 2291

3 PHASE-3 495 2847 3342 2339

4 PHASE-4 778 2223 3002 2101

5 TOTAL 2175 10803 12977 9084

SAY 2200 10800 13000 9100

DETAILS OF UNDERGROUND DIESEL STORAGE TANK FOR PROPOSED AIIMS GORAKHPUR

S.No. DG Capacity

in KVA

Fuel con. (100 % Load) Lts /

Hr

Fuel con. At Night (50 % Load) lts/Hr

Fuel con. Capacity of One DG for One

day

No. of DG Set Proposed

Total Fuel con. (100 % Load) capacity for One

Day

UG Diesel Tank

Capacity Proposed

1 1010 203.8 122.28 4076 3 12228

2 X 20 KL

2 2000 394 236.4 7880 3 23640

TOTAL 35868


Page 102

I. Design Basis Report- LIFTS

1. GENERAL

The EPC Contractor shall carry out Design, Engineering, Supply, Installation, and

Testing & Commissioning of Lift Works.

Passenger cum Bed lifts, Passenger lifts, service lifts etc. shall be provided for various

buildings in the complex. The installation shall be carried out as per rules & regulation

of local bodies and IS Codes that governs the requirement of installation of the lift. The

voltage and frequency of the supply shall subject to variation permissible under Indian

Electricity Act and Rules.

Passenger cum Bed lifts, Passenger lifts, service lifts for AIIMS complex shall be

provided , as per details given below which is indicative:-

Summary of Lifts

Sl. No

. BUILDING

NO OF LIFTS

Number of

floors

20 Passenge

r cum Bed lift (0.75/1 Meter/

sec.)

20 Passenger (1/1.5 Meter / Second)



10 Passenger

(1/1.5 Meter / Second)

1. OPD & Diagnostics Block 4

G+2 2. Hospital Block 18 4 - - G+4

3. Ayush Block 2 - - - G+1

4. Housing Type II / Type –

III ( 1 Blocks) 4

S+8

5. Housing Type IV

2 S+6

6. Housing Type V

2 S+6

7. Guest House 1 G+2

8. Medical and Nursing

College 3 - - - G+4

9. Working Nurses Hostel

2

G+4

10. Student Nurses Hostel

2 G+4

11. UG Hostel (Girls) 2

G+4

12. UG Hostel (Boys) 2

G+4

13. PG Hostel (Married)

2 - G+6

14. PG Hostel (Boys)

2

G+6

15. PG Hostel (Girls)

2

G+6

16. Night Shelter -

-

2 G+3

TOTAL LIFTS 24 3 4 22 3

56


Page 103

Note:

1. Lift Well, Car Size, Lift Pit Depth, Overhead, and Clear Entrance Width & Height

dimensions shall conform to NBC 2016 or OEM Standards/ recommendations. All lifts

shall be Gearless Type with Machine room & Centre Opening.

2. Passenger Lift Speed: for building height upto G+4 - 1 mtr/sec

for building height upto G+5 floors & above - 1.5 mtr/sec

3. Out of 18 No. (20 Passenger cum Bed Lifts) in Hospital Block, 2 Nos. Lifts will be

treated as Service Lifts.

4. Anti-skid SS Chequered plate flooring of suitable thickness shall be provided in all the

lifts.

Lifts shall be complete in all respect as per technical specifications and directions of

Engineer-in-Charge.


Page 104

J. Design Basis Report- HVAC Works

1. Scope of Work:


Testing & Commissioning of HVAC Works.

i. Heating, Ventilation & Air Conditioning System shall include validation of critical

areas for OPD & Diagnostic, Hospital, Medical & Nursing College, Auditorium,

AYUSH, Hostel & Residential units etc.

ii. The entire HVAC works should conform to specifications provided & as per

directions of Engineer-in-Charge.

iii. The ratings and capacities of various equipments are indicative and subject to

upgradation/ revision during detailed designing stage.

iv. The scope shall include below mentioned features but not limited to:-

a. The design shall be done in accordance with Norms established by GRIHA for

HVAC System design, provisions stated in NBC 2016, latest ECBC and

conforming to the latest ISHRAE, ASHRAE and NABH Standards and CPWD

standards.

b. Objective of HVAC System Design is to ensure proper Indoor Air Quality, Energy

Efficiency, Flexibility of Operation, Cost Optimization, BMS Compatibility and

GRIHA Rating Compliances.

c. Heat Load is to be computed for individual rooms of required buildings which

are to be air conditioned. All required parameters /factors like geographical

location, orientation of building, ambient conditions, glazing factor,

lighting/equipment load, occupant load, area & height of room, fresh air ACPH,

CFM/person, ADP of coil, shall be considered as per ASHRAE/ISHRAE/NBC

2016/ECBC standards.

d. Equipment sizing of HVAC system shall take into account factors such as

geographical location, climatic conditions, water availability & quality etc.

e. Chilled water pipes from HVAC Plant Room to various buildings shall be laid

underground at suitable depth as per CPWD specs. Adequate no. of Hume pipes

having suitable dia. with spare shall be laid across the roads/pathways etc.

f. HVAC Plant Room shall be provided with safety equipment/items like suitable

elastomeric mat (as per relevant IS codes) for Panels, fire buckets, fire

extinguishers, hand gloves, safety charts, framed Schematic/SLD etc.

g. Suitable size shafts, cutouts, Niche, openings etc shall be provided to facilitate

installation of Pipelines, Ducts etc. in all floor slabs of various buildings for

various service areas, as required. All shafts, cutouts, Niche, openings etc

provided on floor slabs shall be suitably closed after laying of services lines as


Page 105

per fire safety norms as per NBC 2016. Doors shall be provided for all shafts at

all floors as per fire safety norms as per NBC 2016.

h. All Services as required like raw/ soft/ hot water supply, drainage, plumbing,

HVAC provisions, ducting etc. shall be adequately provided by the EPC

Contractor for all Medical Equipment, Modular OT Rooms, CSSD, Laundry,

Kitchen, MGPS etc.

2. Indoor Air Quality :

i. Emphasis on maintaining desirable Indoor Air Quality by setting and controlling

parameters of Temperature, Air Flow, Humidity Levels and Air Changes per Hour

(Total & Fresh Air) for each room/zone/area.

ii. Conformity of Indoor Quality parameters with ISHRAE, ASHRAE and NABH

Standards.

3. Special Considerations for Critical Areas:-

i. All Critical Areas shall be designed on air recirculation and outside air intake

system as per standards specified by ASHRAE, ISHRAE and NABH etc.

ii. Septic OTs shall be design for 100% fresh air.

iii. Compartmentalizing and Zoning of Areas in Hospitals to restrict air movement and

prevent cross contamination.

iv. Ventilation Design and Air Filtration to dilute and remove contamination in the

form of odour, airborne microorganisms and viruses, hazardous chemical and

radioactive substances. To ensure the same, UVGI System /PHI may be considered.

Magnehelic Gauges / Electronic Pressure Gauges to be installed for critical areas

for measuring differential pressure between zones.

v. High Efficiency Filtration system to prevent bacterial contamination whether it is

from Outdoor Air or from re-circulated air within space.

vi. Three Stage Filtration comprising of Pre, Fine and HEPA Filters for Critical Areas.

vii. Aluminum Ducting (pre-insulated/insulated separately with suitable material) of

suitable gauge/thickness shall be used for supplying air to operation theatres to

reduce the risk of bacterial formation in the air handling equipment and the ducts.

viii. For OTs, the Supply and Installation of HEPA Filters at Terminals, Laminar Flow

Diffusers and Inside supply/return OT Ducting shall lie within the scope of

Modular OT vendor.

ix. Waiting halls (areas with high occupancy) shall have Mechanical ventilation

systems as per relevant norms.

4. Air Conditioning /Comfort Heating System:

i. Centralized Chilled Water Air Conditioning System (District Cooling) being

considered for Hospital Block, AYUSH Building, Auditorium, Medical & Nurses


Page 106

College, Mortuary etc in all areas circulation spaces ( toilets/staircases etc.) & non-

critical stores etc. Hot Water Generators will be used for winter heating & for

monsoon reheat of critical areas like OTs/ICUs etc. All critical areas will have 4

pipe system (separate cooling & heating pipe network) & balance area’s AHU will

be with 2 pipe system (combined cooling & heating pipe network) .

ii. Variable Refrigerant Volume/Flow System for Guest House is being considered.

iii. Electrical Load Provisions for DX type AC have been considered in sizing of

Electrical equipment for Director’s House (except Office where energy efficient

split AC is being considered), Hostels, Dining Block, Night Shelter, Residential

Blocks etc.

iv. Provision of energy efficient split units shall be considered in Director’s Office in

his residence, Server Rooms, UPS Room etc. of Hospital/Institute etc. Energy

Efficient Split Air Conditioners with Inverter driven compressors (min. 3 star

rated) may be considered wherever necessary depending upon the suitability and

applicability.

v. All the equipments etc. shall be suitable for 415 V, three phases or 220 V, Single

phase, 50 Hz A.C. supply.

vi. The chilling machines shall be AHRI / Eurovent certified with eco friendly

refrigerant and with best possible COPs as per latest ECBC code, Cooling tower

shall be CTI Certified, Fans shall be AMCA certified for fan efficiency & Noise, Fire

dampers shall be UL & CBRI Roorkee certified preferably with FM certification

also.

vii. In case of Chilled Water System Centrifugal Chillers with VFDs are proposed for

Summer/Monsoon Cooling. The scope shall include Plant Manager.

viii. The VRV/VRF System considered must belong to the latest Generation/Version

with capability of Summer and Monsoon Cooling and Winter Heating as well.

ix. All pumps including Hot Water & Secondary Chilled Water Pumps, Primary Chilled

Water Pumps and Condenser Water Pumps will be with unit mounted Variable

Speed Drives circulating water in the chilled/hot water circuit.

x. Provision of specialized equipment like Vacuum Degasser/Air and Dirt

Separator/Dirt Separator /Descalar in the Plant Room to ensure smoother

operation, enhanced efficiency of system and longevity.

xi. Chilled Water Circuit comprising of MS pipes (“C” Class) with suitable Insulation in

case of Centralized Chilled Water System and hard drawn copper tubes with

suitable Insulation in case of VRV/VRF System.

xii. GI pipes (Class B) for drain pipe with suitable insulation for chilled water system.

xiii. u-PVC Pipe for VRV/VRF/DX Split drain pipe to be provided.


Page 107

xiv. Ceiling Suspended and Floor Mounted Air Handling Units, child water cassette Fan

Coil Units to Convey Chilled Air in case of Chilled Water System and Ductable/

Cassette / Hi Wall Split Units in case of VRV/VRF System.

xv. Fresh air provision for ceiling suspended AHUs/FCUs/VRV/VRF Indoor Units shall

be considered as per relevant codes & standards. TFA (Treated Fresh Air Units) to

be provided to supply treated chilled air to these units/feeding areas.

xvi. Pressurized Expansion Tank to adjust and regulate the pressure of water in the

Chilled and Hot Water Circuit shall be provided

xvii. Ducting System comprising of GI Ducting with Insulation/Pre-Insulated Ducting

depending upon the requirement. Duct Construction and suspension Standards

must conform to SMACNA, IS 655 and ASME.

xviii. CTI certified Cooling Tower with VFD driven Fan Motors for Chilled Water System.

xix. Chilled Water flow Modulation by means of Manual/Motorized Butterfly, Non

Return Valve, Ball Valve, Automatic Balancing Valve, 2 WAY PIBCV with insulation.

All the valves must be minimum PN16 rated and suitable for Chilled Water and Hot

Water applications. Insulation of valves shall be the same as that of pipe.

xx. Air Flow Modulation by means of Air Distribution devices like Volume Control

Duct Dampers, Collar Dampers, CAV/VAV Boxes conforming to ASME and SMACNA

Standards.

xxi. Colour scheme for equipment like Chillers/Pumps/AHUs/Cooling Tower etc. shall

be as per manufacturer’s standard color scheme or as per directions of E-I-C.

xxii. The scheme of colour code painting of pipe work services for AC installation shall

be as per NBC/CPWD specifications.

xxiii. Provision of trap door of suitable material & size shall be considered for easy

accessibility of moving parts of the concerned equipment/dampers.

xxiv. BMS Compatibility to all Air Conditioning (3 phase equipment) High Side and Low

Side Equipment.

xxv. Touch screen types central controller to be provide for guest house with provision

to ingrate the same on BMS.

5. Ventilation System:

i. Mechanical Ventilation System to be considered for Basements, Toilets, Kitchens,

Laundry, Dining and Individual Floor Smoke Extraction & HVAC Plant Room,

MGPS, Fire/WTP Pump House, STP/ETP Plant & other areas as per requirements.

ii. Emphasis on maintaining adequate Fresh Air supply, Removal/Exhaust of stale air,

particulate matter, fumes and noxious gases.

iii. Fan Design, selection and sizing in accordance with Provisions stated in NBC 2016,

ASHRAE, ISHRAE, ECBC 2017 and Fire Bye-Laws.


Page 108

6. Heating System:

i. Comfort heating for all areas and additional Monsoon Reheating for Critical Areas

in Hospitals like OTs, ICUs is to be provided.

ii. Conformity of Indoor Quality parameters pertaining to Comfort and Critical Areas

Heating with ISHRAE, ASHRAE and NABH Standards.

7. Design and Layout Considerations:

The Design and Layout Considerations for HVAC System in a Building must strictly

conform to the provisions stated in NBC, ECBC and CPWD.

i. Plant Room Layout :-

Plant Room slab & its terrace shall be structurally designed to take loads

of various equipment. Also, dimensions of plant room shall conform to

CPWD norms & other relevant codes so as to have proper distance

between chillers/pumps/other equipment.

The HVAC Plant Room Layout must be planned in such a manner so that it

enables easy movement of personnel to conduct daily routine and

maintenance procedures. Additional space for circulation shall be

considered as per relevant codes. Provision shall also be kept for

anticipated future requirements. Minimum clear height of plant room

(approx. 4.5 m) shall be maintained as per relevant codes. The entrance to

A.C plant room shall be preferably through rolling shutters having

minimum width as per relevant codes.

Proper spacing must be ensured between the foundations of Pumps,

Chillers and other equipment to enable repairs and easy replacement of

parts.

The Plant Room must be adequately ventilated with Fans maintaining

optimum Air Flow and ACPH level. The design and sizing of Fan must be in

conformity with the CPWD & NBC norms for the same.

Floor loading of approx. 2000 kg/sqm shall be considered for HVAC Plant

Room. The Plant Room should have a fresh water connection & drain trap.

The floor shall have suitable drain with grating.

Adequate level of illumination must be ensured to enable smooth

maintenance and repair procedures.

ii. HVAC Shaft :-

Sufficient number of shafts shall be provided so that piping length is

optimized.


Page 109

The HVAC Shaft must be adequately sized to enable smooth passage of

pipes and ducts with insulation along with its supporting arrangement

through it.

The walls of the HVAC Shaft must be lined with Fire Rated Material

capable of withstanding 250 degree Celsius for a period of 2 hours.

Inspection Doors must be provided in HVAC Shaft wherever necessary.

The door must be Fire rated capable of withstanding 250 degree Celsius

for a period of 2 hours.

iii. AHU Rooms :-

AHU Room slab shall be structurally designed to take loads of various

equipment.

The AHU Room Layout must be planned in such a manner so that it allows

easy movement of personnel to conduct daily routine and maintenance

procedures.

AHU foundation shall be proper (PCC/RCC/Steel frame) in conformance to

relevant standards. All measures shall be taken including providing

vibration isolation pads etc. should be used to dampen noise generated at

source itself.

AHU Room shall be acoustically insulated with suitable material (density,

K value) as per CPWD provisions & site requirements.

Floor loading of approx. 800 kg/sqm shall be considered for AHU Room.

AHU Room should have a fresh air opening, water connection & drain trap.

Arrangement for adequate Natural Ventilation must be made in the AHU

Rooms conforming to CPWD and NBC norms.

8. Basis of Design

This system is designed to cater air conditioning requirement to the different areas

of the building. The brief design concept report for HVAC works in the buildings is

as below: -

8.1. General

This report outlines the Design Considerations Basis of Design for estimating

Heat load and HVAC system design.

Site location. : GORAKHPUR (UP)

Latitude. : 26.45°N

Longitude 83.22 °

Altitude. : 77 meters

8.2. Basis of Design


Page 110

The Air conditioning System has been designed on the following design

parameters

8.2.1. Outside Conditions

Outdoor Design Conditions for GORAKHPUR are based on Weather data

compiled and published by ISHRAE handbook 2017 corresponding to 0.4%

annual cumulative frequency of occurrence and the outdoor design conditions

have been considered as follows:-

Summer: 39.7 Deg C DB ; 24.6 Deg C MCWB

103.5 Deg F DB 76.3 Deg F MCWB

Monsoon 29.7 Deg C WB ; 33.08 Deg C MCDB

85.5 Deg F WB 91.5 Deg F MCDB

Winter 8.5 Deg C DB ; 7.25 Deg C MCWB.

47.3 Deg F DB 45.1 Deg F MCWB

8.2.2. Inside Conditions.

Central air conditioning system shall be provided to maintain the specified

inside design conditions during summer, monsoon and winter for the

proposed buildings.

Classification of various spaces in terms of temperature, humidity control,

Occupancy, air filtration, air changes & pressurization requirements of various

departments shall be as per following

Annexure 1 Table 6, Clause 8.1.1 of PART 8 BUILDING SERVICES. SECTION

3 AIR CONDITIONING, HEATING AND MECHANICAL

VENTILATION

GUIDELINES FOR PARAMETERS TO BE CONSIDERED FOR

HVAC SYSTEM DESIGN FOR HEALTH CARE FACILITIES

Annexure1.1 ISHRAE Hand book - DESIGN PARAMETERS FOR AREAS

AFFECTING PATIENT CARE IN HOSPITALS AND OUTPATIENT

FACILLTIES

Annexure 2 Table 7 of PART 8 BUILDING SERVICES . SECTION 3 AIR

CONDITIONING, HEATING AND MECHANICAL VENTILATION

GUIDELINES FOR FILTER EFFICIENCY REQUIREMENT IN

HEALTH CARE FACILITIES

Annexure 2.1 ISHRAE Hand book - PRESSURE RELATIONSHIPS AND

VENTILATION OF CRITERIA AREAS OF NURSING HOMES


Page 111

Annexure 1

Table 6 Guidelines for Parameters to be Considered for HVAC System Design for Health Care Facilities

(Clause 8.1.1) NBC

SI No.

Area/Functional Space Temperature

°C

Relative Humidity Percent

Minimum Total Air Changes per

Hour

Minimum Air Changes of Outdoor Air per Hour

Air Pressure in Relation to Surrounding Area

i) Operating theatres 18-24 45-55 25 5 Positive

ii) Cath labs 20-22 30-60 15 3 Positive

iii) Delivery rooms 20-22 30-60 25 5 Positive

iv) Recovery room, ICU, Treatment rooms 20-24 30-60 6 2 Equal

v) Endoscopy, Bronchoscopy 20-24 30-60 12 2 Negative

vi) Patient rooms 24±1 30-60 6 2 Equal

vii) Toilets - - - 10 Negative

viii) Protective environment rooms (Immuno suppressed patients) 24±1 30-60 12 2

Positive

ix) Isolation room (for patients with infectious disease) 24±1 30-60 12 2 Negative

x) Corridors - - 2 2 Negative

xi) X-ray/Radiology 20-24 30-60 15 3 Positive

xii) Laboratories (Other than biochemistry and serology)

22-24 30-60 6 2 Negative


Page 112

xiii) Biochemistry and serology labs and pharmacy 22-24 30-60 6 2 Positive

xiv) Admission/Waiting rooms 22-24 30-60 6 2 Negative

xv) Diagnostic/Treatment OPD 22-24 30-60 12 2 Negative

xvi) Sterilizer room 22-26 30-60 10 - Negative

xvii) Sterilizer storage 22-26 30-50 4 2 Positive


Page 113

Design

temperature (I)

Deg C

Std.

Surgery and Critical Care

Operating Rooms ( classes B and C ) (m) (n), (o) Positive 4 20 NR No 20 to 60 20-24

Operating / surgical cycstoscopic rooms (m) (n),9o) Positive 4 20 NR No 20 to 60 20-25

Delivery Room (Caesaream) (m) (n),(o) Positive 4 20 NR No 20 to 60 20-26

Substerile services area NR 2 6 NR No N/R N/R

Recovery room NR 2 6 NR No 20 to 60 21-24

Critical and intensive care NR 2 6 NR No 30 to 60 21-25

intermediate Care (s) NR 2 6 NR NR Max. 60 21-26

wound intensive care (burn unit) NR 2 6 NR No 40 to 60 21-27

New born intensive care Positive 2 6 NR No 30 to 60 21-28

Treatment Rooms(t) NR 2 6 NR NR 20 to 60 21-29

Trauma room ( Crisis or shock ) © Positive 3 15 NR No 20 to 60 21-30

Medcial Anesthesia gas storage ® Nagative NR 8 yes NR N/R N/R

Laser eye room Positive 3 15 NR No 20 to 60 21-30

ER waiting rooms Nagative 2 12 Yes (q) NR Max. 65 21-31

Triage Nagative 2 12 Yes (q) NR Max. 60 21-32

Er De-contamination Nagative 2 12 Yes No N/R N/R

Radiology waiting rooms Nagative 2 12 Yes (q),(w) NR Max 60 21-32

Procedure Room ( Class Asurgery ) (o),(d) Positive 3 15 NR No 20 to 60 21-32

Emergency Department Exam/ Treatment room (p) NR 2 6 NR NR Max. 60 21-32

Inpatient Nuesing

Patient room(s) N/R 2 4 (y ) N/R N/R Max 60 21-24

Nurishment Area of room N/R N/R 2 N/R N/R N/R

Toilet room Negative N/R 10 Yes NO N/R N/R

Newborn nursery suite N/R 2 6 N/R NO 30 to 60 N/R

protective environment room(t) Positive 2 12 N/R NO Max 60 22-26

all room (u) Negative 2 12 Yes NO Max 60 21-24

Combination ALL/PE Room Positive 2 12 Yes NO Max 60 21-24

Annexure 1.1 DESIGN PARAMETERS FOR AREAS AFFECTING PATIENT CARE IN HOSPITALS AND OUTPATIENT FACILLTIES

Relative

Humidity

Rh % (k)

Air

Recirculated

by means of

Room units(a)

Space Function

Pressure

Relationship

to Adjacent

Areas (n)

Minimum

outdoor

Air-ACH

Minimum

Total Air-

ACH

ALL Room Air

Exhausted

Directly to

Outdoors(j)


Page 114

Space Function

Pressure

Relationship

to Adjacent

Minimum

outdoor

Air-ACH

Minimum

Total Air-

ACH

ALL Room Air

Exhausted

Directly to

Air

Recirculated

by means of

Relative

Humidity

Rh % (k)

Design

temperature (I)

Deg C

Std.

All ante Room (u) (e) N/R 10 Yes NO N/R N/R

pe Anty Room (t) (e) N/R 10 N/R NO N/R N/R

Combination ALL/PE Ante Room (e) N/R 10 Yes NO N/R N/R

Labor / Delivery / Recovery /Postpartum (LDRP)(s) N/R 2 6 N/R N/R Max 60 21-24

Labor / Delivery / Recovery (LDR) N/R 2 6 N/R N/R Max 60 21-24

Patient Corridor N/R N/R 2 N/R N/R N/R N/R

Nursing Facility

Resident room NR 2 2 NR NR NR 21-24

ResidentGathering/Activity /dining NR 4 4 NR NR NR 21-24

Resident Unit Corridor NR N/R 4 NR NR NR NR

Physical Therapy Negative 2 6 NR NR NR 21-24

Occupational Therapy NR 2 6 NR NR NR 21-24

Bathing room Negative N/R 10 YES NO 21-24

RADIOLOGY (V)

X-RAY ( Diagnostic and Treatment ) N/R 2 6 NR NR Max.60 22-26

X-RAY ( Surgrey, critical care and catherization) Positive 3 15 NR NO Max.60 21-24

Darkroom (g) Negative 2 10 YES NO NR NR

DIAGNOSTIC AND TREATMENT

Bronchoscopy,Sputum collection and Negative 2 12 YES NO NR 20-23

Laboratory,general(v) Negative 2 6 N/R NR NR 21-24

Laboratory, bacteriology (v) Negative 2 6 YES NR NR 21-24

Laboratory, biochemistry (v) Negative 2 6 YES NR NR 21-24

Laboratory, cytology (v) Negative 2 6 YES NR NR 21-24

Laboratory, glasswashing Negative 2 10 YES NR NR NR

Laboratory, histology (v) Negative 2 6 YES NR NR 21-24

Laboratory, microbiology (v) Negative 2 6 YES NR NR 21-24

Laboratory, nuclear medcine (v) Negative 2 6 YES NR NR 21-24



Page 115

Design

temperature (I)

Deg C

Std.

Laboratory, pathology (v) Negative 2 6 YES NR NR 21-24

Laboratory, secrology (v) Negative 2 6 YES NR NR 21-24

Laboratory,sterillzing (v) Negative 2 10 YES NR NR 21-24

Laboratory,media transfer (v) Positive 2 4 N/R NR NR 21-24

Non-refrigerated body-holding rooms Negative NR 10 YES NO NR 21-24

Autopsy Room Negative 2 12 YES NO NR 20-24

Pharmacy Positive 2 4 NR NR NR NR

Exmaination Room NR 2 6 NR NR Max.60 21-24

Medication room NR 2 4 NR NR Max.60 21-24

Gastrointestinal endoscopy procdure room (x) NR 2 6 NR NO 20-60 20-24

Endoscope cleaning Negative 2 10 YES NO NR NR

Treatment Room NR 2 6 NR NR MaX 60 21-24

Hydrotherapy Negative 2 6 NR NR N/R 22-27

Physical Therapy Negative 2 6 NR NR Max 65 22-27

STERLIZING

STERLIZING Equipment Room Negative NR YES 10 NO N/R N/R

CENTRAL MEDICAL AND SURICAL SUPPLY

Solied or decontamination Room Negative 2 6 YES NO NR 22-26

Clean workroom Positive 2 4 NR NO Max.60 22-26

Sterille Storage Positive 2 4 NR NR Max.60 22-26

SERVICE

Food preparation Center (i) NR 2 10 NR NO NR 22-26

Warewashing Negative NR 10 YES NO NR NR

Dietary Storage NR NR 2 NR NO NR 22-26

Laundry, General Nagative 2 10 YES NO NR NR

Solied Linen Sporting and storage Negative NR 10 YES NO NR NR

Clean Line storage Positive NR 2 NR NR NR 22-26

Linen and trash Chute Room Nagative NR 10 YES NO NR NR


ALL Room Air

Exhausted

Directly to

Outdoors(j)

Air

Recirculated

by means of

Room units(a)

Space Function

Pressure

Relationship

to Adjacent

Areas (n)

Minimum

outdoor

Air-ACH

Minimum

Total Air-

ACH

Relative

Humidity

Rh % (k)


Page 116

Design

temperature (I)

Deg C

Std.

Bedpad Room Nagative NR 10 YES NO NR NR

Bathroom Nagative NR 10 YES NO NR 22-26

Janitor's Closet Nagative NR 10 YES NO NR NR

SUPPORT SPACE

Soiled workroom or soiled holding Negative 2 10 YES NO NR NR

Clean workroom or clean holding Positive 2 4 NR NR NR NR

Hazardous Material Storage Positive 2 10 YES NO NR NR

NOTES

a

b

c

d

e

f


Exepct where indicatesd by a "No" in this column, recirculating room HVAC units ( with heating or cooling coils ) are acceptable for providing that portion of the minimum

total air changes per hour that is parmitted by section 701 ASHRAE STD 170-2013 ( subparagraph [a][5]. Because of the cleaning difficulty and potential for bulidup of

contamination, recirculating room units shall not be used in areas marked "No. "Recirculating devices with HEPA filters shall be parmited in existing facillties as interim,

supplemental environmental contols to meet requirements for the control of the airborne infectious agents. The desgin of either portable or fixed systems should

prevent stagnation and short circuiting of airflow. The sdesign of such systems shall also allow or easy access for scheduled prevenative maintenance and cleaning.

Pharmacy compounding ares may have additional air change, differntial pressure, and filterning requirements beyond the minimum of this table depending on the type

of pharmacy , the regulatory requirements which may include adoption of USP 797), the associated lavel of the risk of the work ( see USP [2013] in informative Appendix

B), and the equipment utillzed in the spaces.

The term trauma room as used herein is a first-aid room and/or emergency room used for general initial treatment of of acedent victims. The operating within the

trauma centre that is routinely used for emergency surgrey is considered to be an operating room standred.

Relative

Humidity

Rh % (k)

Space Function

Pressure

Relationship

to Adjacent

Areas (n)

Minimum

outdoor

Air-ACH

Minimum

Total Air-

ACH

Pressure relationships need not be maintainted when the troom is unoccupied.

All air air need to be exhausted in dark room equipment has a scavenging exhaust duct attached and meets ventilation

standard regarding NIOSH,OSHA, and local employe exposure limits ₂.₃ h. A nonrefrigerated body-holding room is applicable only to facillties that do not perform

autopsies on-site and use the space for short periods while wating for the body to be transferred.

Minimum total air change per hour (ach) shall be that requried tp provide proper makeup air to kitchen exhausted systems as specifled in ANSI/ASHRAE standard 154.₄

in some cases , excess exffiltration or infiltration to or from exit corridors restrictions of NEPA 90a, ₅ the pressure requirments of NEPA 96, ₆ or the maximum defined in

the table . during operation , a redcution to the number of air changes to any extent required for odor control shall be permitted

when the space not in use.

ALL Room Air

Exhausted

Directly to

Outdoors(j)

Air

Recirculated

by means of

Room units(a)


Page 117

g In some areas with potential contamination and/or problems. Exhaust air shall be discharged directly to the outdoors and not re circulated to other areas. Individual circumstances may require special consideration for all the exhausted to the outdoors. To satisfy exhaust needs, constant replacement air from the outdoors in necessary when the system is in operation .

h The RH ranges listed are the minimum and/or maximum allowable at any point within the design temperature range required for that space.

i Systems shall be capable of maintaining the rooms within the range during normal operation. Lower or higher temperature hall be permitted when patients ' comfort and/or medical conditions require those condition.

j National institute for occupational safety and health (NIOSH) criteria documents regarding occupational exposure to waste anesthetic gases and vapors, and control of occupational exposure to nitrous oxide⁷ indicate a need for both local exhaust (scavenging) systems and general ventilation of the areas in which the respective gases are utilized. Refer to NEPA 99 for other requirements.⁸

k If pressure-monitoring devices alarm are installed, allowances shall be made to prevent nuisance alarms. Short-term excursions from required pressure relationships shall be allowed while door are moving or temporarily open. Simple visual methods such as smoke drails, ball-in-tube, or flutterstrip shall be permitted for verification of air flow direction.

l Surgeons or surgical procedures may require room temperatures, ventilations rates humidity range, and/or air disribution method the exceed the minimum indicates ranges.

m Treatment room used for bronchoscopy rooms. Treatment room used for procedure with nitrous oxide shall contain provisions for exhausting anesthetic waste gases.

n

In are circulating ventilation system, HEPA filters shall be permitted instead of exhausting the air from these space to the outdoors provided that the return air passes through the HEPA filter before it is introduced in to any other spaces. The entire minimum total be air change per hour of re circulating airflow HEPA filters. When these area are open to larger, non-waiting spaces the exhaust air volume shall be calculated based on the seating area of the waiting area. (Note: The intent here is not require the volume calculation to include a very large space [e.g.an atrium] just because a waiting area open on to it.)

o See NEPA 99 for further requirements.⁸

p For intermediate care , labour/delivery/recovery rooms, and labour/delivery/recovery /postpartum rooms, for total as shall be permitted when supplemental heating and/or cooling systems( radiant heating and cooling , baseboard heating , etc. ) are used


Page 118

q

The protective environment airflow design specifications protect the patient from common environmental airborne infectious microbes Recirculation HEPA filters shall be permitted to increase the equivalent room air exchanges; however the outdoors air changes are still required. Constant-volume air flow is required for consistent ventilation for the protected environment. The pressure relationship to adjacent areas shall remain unchanged if the PE room is utilized as normal patient room. Rooms with reversible airflow provisions for the purpose of switching between protective environment and all function shall not be permitted.

r

The all room described in this standard shall be used fir isolating the airborne spread of infectious diseases, such as measles varicella , or tuberculosis . Supplemental re circulating devices using HEPA filters shall be permitted in the All room to increase the equivalent room air exchanges; however, the minimum outdoor air changes of tables are still required. All rooms that are retrofitted from standard patient rooms from which it is impractical to exhaust directly outdoors may be re circulated with air from the all room, provided that air first passes through a HEPA filters. When the all room is not utilized for airborne infection isolation, the pressure relationship to adjacent areas, when measured with the door closed, shall remain unchanged and the minimum total air changes rates shall be 6 ach. Switching controls for reversible air flow provisions shall not be permitted.

s when required, appropriate hoods and exhaust devices for the removal of noxious gases for chemical vapors shall be provided in accordance with NFPA 99.⁸

t The requirements that all rooms air is exhausted directly to outdoors applies only to radiology waiting rooms programmed to hold patients who are waiting for chest X-rays for diagnosis of respiratory disease.

u If the planted space is designated in the organization's operational plan to be utilized for both bronchoscopy and gastrointestinal endoscopy, the design parameters for "bronchoscopy, sputum collection, and administration" shall be used.

v For single-bed patient rooms using Group D diffusers, a minimum of six total ach shall be provided and calculated based on the volume for the finished floor to 6ft.(1.83 m) above the floor.

Source: ASHRAE std 170-2013


Page 119

8.2.3. Lighting Load: As per ECBC

8.2.4. Equipment Load: As per Actual

8.2.5. Acceptable Indoor Noise Levels for Hospital: 35-40 dBA (Table 4.1 of NBC part 8 section 4)

Function Area

Pressure

Relationship to

Adjacent Areas

Minimum areas

Changes of

Outside air per

Hour Supplied To

Room

Minimum total air

Changes per Hour

Supplied to room

All Air Exhausted

Directly To Outside

Air Recirculated

within room units

Std Std Std Std

Patient Care

Patient Room ( Holding room ) * 2 6 Optional Optional

Patient area corridor * Optional 2 Optional Optional

Toilet Room Negative Optional 10 Yes No

Exanination room * 2 6 Optional Optional

Physical therapy Negative 2 6 Optional Optional

occupational therapy Negative 2 6 Optional Optional

Soiled workroom or solied Holding Negative 2 10 Yes No

clean workroom or clean holding Positive 2 4 Optional Optional

Sterillizing and Supply

Srerillizing exhaust room Negative Optional 10 Yes No

Linen and trash chute room Negative Optional 10 Yes No

Laundry,general * 2 10 Yes No

Solied linen sorting and storage Negative Optional 10 Yes No

clean linen storage Positive Optional 2 Yes No

Food Preparation center * 2 10 Yes Yes

Ware washing room Negative Optional 10 Yes Yes

Dietary day storage * Optional 2 Yes No

Janitor closet Negative Optional 10 Yes No

Bathroom Negative Optional 10 Yes No

*Continuous directional cantrol not requried Source:ASHRAE Handbook

PRESSURE RELATIONSHIPS AND VENTILATION OF CRITERIA AREAS OF NURSING HOMES

Annexure 2.1

Diagnostic and Treatment

Service


Page 120

8.2.6. Fibrous acoustic insulating material shall not be used as duct lining for critical spaces unless downstream terminal filters

are provided. Supply air ducts shall be externally insulated as required.

8.2.7. Non critical spaces not having downstream terminal filters will have internal acoustic lining till first bend or 2 metre

length of duct from inside in the Air Handling Units and Treated Fresh Air Units.

9. Building Construction Data

The building shall be designed for GRIHA Version 2015, for ECBC compliance following are the details

9.1. Climate Zone as per ECBC: Composite

9.2. All U value, SHGC, VLT etc of Glazing, Roof/Wall Insulation etc. shall conform to ECBC norms.

9.3. Active smoke control systems shall be used along with fire and smoke partitions to limit the spread of smoke in the event of fire.

Smoke and fire management shall be done in accordance with Part 4 Fire and Life Safety as per NBC.

9.4. Exhaust outlets shall be located at a minimum height of 3 m away from ground level and away from doors, occupied areas and

operable windows.


Page 121

10. MECHANICAL VENTILATION: (Air Changes Per Hour)

Sl. No. Description Fan type

1 Toilet (Public) 6 to 10 ACPH

2 Stores 6 ACPH

3 AC Plant/Other Plant Rooms/LT/HT

Panel Room/MGPS

12 ACPH

4 Kitchen (In Dining/Cafeteria) 30 ACPH assumed for exhaust air scrubber

sizing & fans Air Washer capacity @90% of

Exhaust capacity

5 Bio Medical Waste 25 ACPH

6 Smoke Exhaust for any Public area 12 ACPH Exhaust &12 ACPH Make up air

7 Car parking Ventilation 12 ACPH Exhaust &12 ACPH Make up air

8 Lift well pressurization Mechanically pressurized for maintaining

50 Pa

9 Lift lobby pressurization Mechanical pressurized for maintaining 25

to 30Pa.

Note: Separate exhaust duct shall be provided for toilets, pantries, and dirty utility

areas. These shall not be combined with each other or with any other exhaust ducts

of AC System.


Page 122


1. Basement / smoke

management system for

escape route - fresh air

intake

Long casing Tube / Vane Axial fans with

Class F motor insulation & with BMS

compatible with VFD capable of receiving

signal from fire panel / CO sensor controller.

2. Basement / smoke

management system for

escape route – exhaust


Class H motor insulation & with BMS

compatible with VFD capable of receiving

signal from fire panel / CO sensor controller.

3. Lift well pressurization Long casing Tube / Vane Axial fans with

Class F motor insulation.

4. Lift lobby pressurization Long casing Tube / Vane Axial fans with

Class F motor insulation.

5. Stair well pressurization Long casing Tube / Vane Axial fans with

Class F motor insulation

Note:- Basement Ventilation (Fresh Air/exhaust) Fans shall be with IE-3 Rating.

Pressurization Fans (Lift Well, Lift Lobby, Stairwells etc.), Floor Smoke Extraction

Fans shall be with IE-2 Rating. Adequate Static shall be considered for Fans.


1. Auditorium Fresh Air & Exhaust

(Smoke Extraction System)


Class H motor insulation

2. Toilet Exhaust Centrifugal Inline/Propeller as per

requirement

3. DU / Isolation Room Exhaust Centrifugal Inline.

4. Service / Utility area Wall mounted propeller type

5. Air Washer /Dry Scrubber Plug Fan

6. Bio Medical Waste Room Cabinet Type with SISW Blower

7. Plant Room/Pump Room/

STP/ETP etc.

Cabinet Type Blower (SISW/DIDW

meeting functional requirement)

DU Isolation, Bio Medical waste fans, Air washer, Scrubber, Pump Room fans shall

be with IE-3 motors & Pressurization Fans /Auditorium Exhaust shall be with min.

IE2 rated motors.


Page 123

11. Estimated Refrigeration Load

Detailed heat load estimation sheet shall be prepared during detailed engineering

stage for all the seasons (Summer/Monsoon/winter) in which, the specified

conditions are to be maintained based on above design parameters considering

minimum diversity of 75% for sizing of Chillers etc.

Based on ASHRAE GRP 158, Load Calculation Manual (Heating & Cooling), Table

A1.1- Estimated Heat load summary is derived as under:


Page 124

Central Plant Phase 1 Phase 2 Phase 3 Phase 4

SL. No. Area Description

Air conditioned Area (Sqm)

Cooling Capacity (TR)

Sub Total

Diversity 75%

Sub total

Diversity 75% Sub total

Diversity 75% Sub total

Diversity 75%

1 AYUSH HOSPITAL 1984 92

540 405

647 485

2 OPD & DIAGNOSTIC BLOCK 9611 448

3 MEDICAL COLLEGE & NURSING COLLEGE 13529 511 511 383

4 300 BEDS HOSPITAL BLOCK & Radiation Oncology Dept.

19838 846

896 672 50

5 220 BEDS HOSPITAL BLOCK 6750 271

6 AUDITORIUM 1663 90

7 MORTUARY 300 13

8 200 BEDS HOSPITAL BLOCK 7253 273

Grand total 60928 2594 2 x 500TR (1W+1S) 1 x 500TR (W) 1 x 500TR (W) 1 x 500TR (W)

Considering 75% Diversity (Within building & building to building) 1945

5 Nos. X 500TR (4W +1S) Say 2000 TR


Page 125

Proposed Central Plant Capacity Stage 1

Stage 2

Stage 3

Stage 4

1 Chiller capacity 2 x 500TR (1W+1S) 1 x 500TR (W) 1 x 500TR (W) 1 x 500TR (W)

2 Cooling tower ( @4GPM/TR) Min Range 4.2 Deg C & Wet Bulb approach at least 2.77 Deg C

2 Nos. 630 TR (1W+1S)

1 No. 630 TR (W)

1 No. 630 TR (W)

1 No. 630 TR (W)

3 Primary Pumps (@2.5GPM/TR) 2 Nos. 1250 USGPM (1W+1S)

1 No. 1250 USGPM (W)



4

Secondary Pumps (@2.5GPM/TR) – For both Chilled /Hot Water Circuit (For Winter)

2 Nos. 1250 USGPM (1W+1S)




5 Condenser Water Pumps ( @4GPM/TR)

2 Nos. 2000 USGPM(1W+1S)




6

Electric Hot Water Generator -400 KW (For Winter Heating)- All Working 1 No. (W) 1No. (W) Nil 1 No. (W)

7

Electric Hot Water Generator - 40 KW- (Monsoon Reheat)-All Working Nil Nil 3 Nos. (W)

8 Hot Water Pumps(Monsoon Reheat) – 30 USGPM- All Working Nil Nil 3 Nos. (W)


Page 126

Sl. no. Area Description

Area (Sqm)

Cooling Capacity (TR) Phase 1 Phase 2

VRF/VRV

1 Guest House 533 37 37

Total 37

In Director’s Residence, Split A/C shall be provided only in office area. For other rooms in Director’s Residence, only electrical load

provisions will be considered for ACs.

For UPS Rooms, Server Rooms, LV Rooms, Fire Control Rooms etc. energy efficient split ACs shall also be provided in various buildings.

Electrical load provision for ACs shall be provided for all residences, Hostels, Night Shelter, Dining, Cafeteria etc.


Page 127

12. Brief Equipment Specifications (High Side):

i. Chillers

Chillers shall be Centrifugal.

Chiller Motors must be equipped with VFDs.

Water cooled Chillers shall be with hermetic/semi hermetic, single/multiple

compressors, Flooded/ Falling Film type chillers.

Air cooled Chillers shall be with hermetic/semi hermetic, single/multiple compressors,

DX/ Flooded type chillers.

Chiller shall be Factory Assembled and Tested – Eurovent / ARI certified.

Equipment shall meet or exceed minimum efficiency requirements of COP/ IPLV/ IKW

per TR as per latest ASHRAE/ ISHRAE/ ECBC Standards.

The total capacity of chillers shall be 2500TR ( 5Nos x 500TR ) (4W +1S)

Minimum requirement of both COP and IPLV requirement of ECBC /NBC provisions

shall be met. Preferably, COP of min. 6.3 at ARI conditions & IPLV of min. 7 to be met

with.

The chiller capacity shall be as per following parameters:

Chilled Water Leaving Temperature: 6.70 Deg. C

Chilled Water Entering Temperature: 12.2 Deg. C

Chiller Fouling Factor: 0.0001 MKS

Chiller Water Flow Rate: @2.4GPM / TR

Condenser Entering Temperature: 33 Deg. C

Condenser Leaving Temperature: 37.2 Deg. C

Condenser Fouling Factor: 0.0002 MKS

Condenser Water Flow Rate: @ 4GPM/TR

COP at AHRI Conditions: min. 6.30

IKW/TR at 100% load at above duty conditions: 0.65 max.

Motors shall be energy efficient must conform to minimum IE-2 Class Efficiency.

Full compatibility with BMS System.

The scope shall include plant manager for optimizing plant room operation.

Both Working and Stand-by provisions for Chillers has to be considered. Minimum One

Chiller shall be considered in addition to the no. of chillers as per requirements.

Refrigerant of chiller shall be CFC free & low ODP,(preferably zero ODP) and

preferably should be R-134 a or as per OEM standards.


Page 128

ii. Outdoor units for VRV/VRF System /Air Cooled Chillers

The Outdoor Units for VRV/VRF System/Air Cooled Chillers have to be installed in a

completely open space like Terrace etc. where it can easily discharge heat to the

environment.

Chillers/Cooling Tower foundation shall be proper (PCC/RCC/Steel frame) in

conformance to relevant standards. All measures shall be taken including providing

Cushy Foot mountings/vibration isolators etc. should be used to dampen noise

generated at source itself.

Outdoor Units for VRV/VRF System must be factory assembled unit housed in a

sturdy weather proof casing, conforming to IP 54 Standards constructed from rust-

proofed panels of suitable material coated with a suitable finish material.

The outdoor unit shall have scroll /Rotary compressors. The compressor shall be of

highly efficient hermetic scroll/ Rotary type and equipped with capacity control

technology capable of changing the speed in accordance to the cooling load

requirement.

The heat exchanger shall be constructed with copper tubes mechanically bonded to

aluminum fins to form a cross fin coil. The aluminium fins shall be covered by anti-

corrosion resin film.

The refrigerant circuit shall include an accumulator, sub cooler, liquid and gas shut

off valves and a solenoid valves.

The following safety devices shall be part of the outdoor unit: High Pressure Switch,

Low Pressure Switch, Fan Motor Safety Thermostat, Inverter Overload Protector,

Over Current Relay, Fusible Plugs, Fuses.

Min 75% Diversity Factor shall be considered while sizing of Outdoor Equipment for

normal units & for TFA (treated fresh air unit) it should be at least 110% or as per

manufacturers recommendation.

Each unit shall be equipped, with an oil recovery system to ensure stable operation

with long refrigerant piping.

If the number of Outdoor Units is high, then they may be mounted and fixed on a

specially fabricated MS Channel designed to accommodate all the Outdoor Units. The

design and sizing of MS Channel may be done in accordance with relevant CPWD and

ASME Standards. If the number of Outdoor Units is few, then they may be mounted on

Individual Outdoor Unit Stands as specified and provided by OEM.

Proper spacing between Outdoor units must be ensured to enable adequate heat

discharge area, smooth passage of personnel to conduct routine and maintenance

procedures, repairs and replacement.

The plenum of the fan must be lined with Fire Rated Acoustic Material.


Page 129

It should be ensured that proper level difference and spacing is maintained between

the Fresh Air ducts and Normal Exhaust ducts to ensure smooth circulation of air.

iii. Refrigerant

Refrigerant selected must possess the following properties:

Low to zero Global Warming Potential

Low to zero Flammability

Low to zero Toxicity

Low to zero Flame Propagation

Depending upon the specific suitability and applicability, a desirable refrigerant may

be selected for Central Chiller or VRV/VRF System.

iv. Pumps

Chilled/Hot/Condenser water pumps shall be Horizontal / Vertical Split

Casing/Inline Centrifugal type for ease of maintenance and rugged usage.

Suitable Pump Head shall be selected while sizing of pump depending upon the

piping length, fittings, friction factor etc. and other requirements.

Both Working and Stand-by provisions for Pumps has to be considered. Minimum.

One standby pump shall be considered in addition to the no. of working pumps as per

requirements.

Pump casing shall be cast iron, impeller shall be bronze/gunmetal, shaft shall be of

Stainless steel with S.S mechanical seal.

The thermal insulation of Chilled/hot Water Pumps shall be with same material &

thickness as that of pipe.

Pump shall be complete with all accessories like pressure gauge, valves (butterfly,

NRV etc.), reducers (if reqd.), Strainers, flexible bellows (double arch PN 16 rating

min.) etc.

All pumps including Hot Water & Secondary Chilled Water Pumps, Primary Chilled

Water Pumps and Condenser Water Pumps will be with unit mounted Variable Speed

Drives circulating water in the chilled/hot water circuit.

Suitable Foundation (PCC/RCC) or as per OEM standards needs to be constructed for

mounting of these pumps along with anti-vibration pads.

Efficiency of Pumps shall be preferably 70% or best efficiency as per OEM standards.

Motor shall be TEFC Type, with Class F insulation.

Operating speed shall not exceed 1500 RPM.

Pumps must be Energy Efficient and the Motor shall be rated preferably for IE-3 Class

Efficiency.


Page 130

v. Cooling Towers

Cooling Towers must be CTI Certified.

The Cooling Tower Fan Motors shall be rated for preferably IE-3 rated and equipped

with VFDs. Each VFD shall be installed in a dedicated external IP-65 enclosure

Min Range of Cooling tower 4.2 degree C & wet bulb approach at least 2.77 degree C.

Cooling tower shall have fan controls based on wet bulb logic.

Cooling Tower shall be designed in such a manner that the total losses (drift +

evaporation + bleed off etc.) are minimized.

Cooling Tower shall be located at a well ventilated space either at ground

floor/terrace of plant room/terrace of building. In case cooling towers are located on

the terrace of the building, the structural loading of terrace shall be considered.

Cooling towers shall be installed preferably on columns (raised by 3 feet at terrace)

so that load is transferred directly to columns. For this, MS sections/beams shall be

provided. Sufficient space shall be left all around for efficient operation of cooling

tower.

Depending upon suitability and applicability, Induced Type, Counter/Cross Flow type

may be selected.

It should be complete with FRP (Fiber Reinforced Plastic)water basin, FRP casing,

distribution system, PVC filling with integral louvers, drift eliminators, spray nozzles

or self-rotating sprinklers, statically , dynamically balanced axial flow type fan, HDG

supporters and MS Painted ladders, make up quick fill arrangement, overflow & drain

connections with necessary valves. It should be complete with cement concrete

foundation, steel/masonry supporting structure, anti-vibration mountings etc.

Minimum. One Cooling Tower shall be considered in addition to the no. of working

cooling towers as per requirements.

vi. Hot Water Generator

Electrically operated Hot Water Generators for winter heating & monsoon reheat

For winter heating electrically heated HWG (Hot water generator) will be provided in

plant room. The Hot water will be supplied through pumps with VFD.

Separate Electric Hot water generators will be provided on terrace of respective

buildings for reheating of OT AHUs to control humidity.

Both Working and Stand-by provisions for Hot Water Generators has to be

considered.

Hot Water Vessel Construction must conform to relevant Standards and must be

insulated with Fiberglass/rock wool of suitable density and thickness and shall be

suitably cladded.

Must have sufficient number of Heat Banks.


Page 131

13. Brief Equipment Specifications (Low Side):-

i. Air Handling Units (For Comfort Areas) – Waiting Areas, wards, Library, Auditorium

etc.

Factory fabricated Double skinned construction with Thermal Break Profile with GI

Sheet of Suitable thickness (0.8 mm) pre plasticized outside & plain GI (0.8 mm) on

inside with PUF Insulation of suitable thickness (25mm for indoor applications/40

mm for outdoor applications) and density (min. 32 kg/cum) between them. AHU may

be floor mounted/ceiling suspended & should be of sufficient Tonnage, CFM & static

pressure as per requirements.

Maximum flow velocity across filters/Fans/Coils, motor /fan speed etc. shall be in

conformance to relevant standards.

Velocity & friction factor for Pipe Sizing shall be in conformance to relevant

standards.

Volume control dampers to be provided in ducts as per requirements.

Fire Damper must be provided at the Supply and Return of AHUs room fire walls.

Motor must conform to preferably IE-3 Class Efficiency and must be Squirrel cage

induction type / BLDC type.

All AHUs shall be equipped with VFDs.

Fan Blower should be DIDW backward/forward Curved blade (Belt driven)/ Plug fan

(Direct driven) for supply/exhaust. Fans must be selected for suitable Static Pressure

& CFM & shall be AMCA Certified for sound & performance.

All AHUs shall be with pre and fine filters & will be equipped with UVGI lamps.

Cooling/Heating Coil of required OD & thickness preferably made of Copper with Fins

preferably made of Aluminum with suitable fins/inch. Cooling/Heating Coils Row

deep should be considered meeting the functional requirements.

Drain Pan of AHUs must be made of Stainless Steel of Suitable thickness(18 G) duly

insulated with required thickness & density of insulating material & drain slope on

both sides.

Suitable number of modulating valves like Butterfly/ Ball/ PICB/Drain etc. must be

positioned at the inlet and Outlet along with other accessories like Thermometer,

Pressure Gauge, Thermostat, and Humidistat etc. Strainers shall also be considered at

the inlet of AHUs.

Suitable Foundation for Floor Mounted AHUs /Hanging Arrangement for Ceiling

Mounted AHUs should be considered with anti vibration pads.

Water Supply provision must be considered for AHUs with Built-in Humidifier

wherever required.

Fireproof double canvass connection should be considered.


Page 132

The air handling units shall be powder coated in approved colour as per OEM

standards or as per directions of E-I-C.

ii. Air Handling Units (For Critical Areas) –ICU, OTs, Sterile Corridor, Labs, CSSD etc.

Factory fabricated Double skinned construction with Thermal Break Profile with

Aluminium Sheet of Suitable thickness (0.8 mm) pre plasticized outside & Aluminum

Sheet (1mm) on inside with PUF Insulation of suitable thickness (40 mm) and density

(min. 32 kg/cum) between them. AHU may be floor mounted & should be of sufficient

Tonnage, CFM & static pressure as per requirements.

All OT/ICU AHUs shall be double tier with separate fans for supply & return.

All OT/ICU AHUs shall have 3 damper arrangements for – one for by passing return

air to recirculation, second for exhausting return air and the third for fresh air intake.

Maximum flow velocity across filters/Fans/Coils, motor /fan speed etc. shall be in

conformance to relevant standards.

Velocity & friction factor for Pipe Sizing shall be in conformance to relevant

standards.

Volume control dampers to be provided in ducts as per requirements.

Fire Damper must be provided at the Supply and Return of AHUs.

Motor must conform to preferably IE-3 Class Efficiency and must be Squirrel cage

induction type / BLDC motor.

All AHUs shall be equipped with VFDs (Separately for supply & exhaust fans).

Fan Blower should be Plug Type for supply/exhaust. Fans must be selected for

suitable Static Pressure & CFM & shall be AMCA Certified for sound & performance.

All AHUs shall be with pre and fine filters & will be equipped with UVGI lamps and at-

least pre filters in exhaust.

Cooling/Heating Coil of required OD & thickness preferably made of Copper with Fins

preferably made of Aluminum with suitable fins/inch. Cooling/Heating Coils Row

deep should be considered meeting the functional requirements.

Drain Pan of AHUs must be made of Stainless Steel of Suitable thickness(18 G) duly

insulated with required thickness & density of insulating material & drain slope on

both sides.

Suitable number of modulating valves like Butterfly/ Ball/ PICB/Drain etc. must be

positioned at the inlet and Outlet along with other accessories like Thermometer,

Pressure Gauge, Thermostat, and Humidistat etc. Strainers shall also be considered at

the inlet of AHUs.

Suitable Foundation for Floor Mounted AHUs /Hanging Arrangement for Ceiling

Mounted AHUs should be considered with anti vibration pads.


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Water Supply provision must be considered for AHUs with Built-in Humidifier

wherever required.

Fireproof double canvass connection should be considered.

The air handling units shall be powder coated in approved colour as per OEM

standards or as per directions of E-I-C.

All OT’s/ICU shall be designed for re-circulatory system with 5 air changes fresh air

except OTs/ICU which are on 100% fresh air for septic application.

Heat recovery units (HRU) will be provided for all AHUs for 100% fresh air units to

be considered for Septic applications.

Pressure differential Operating rooms where highly infectious patients are treated

and isolation is required, All air from operating rooms and from all airborne infection

isolation rooms, shall be exhausted directly to outdoors and if this is not possible, the

room shall be ventilated with re-circulated air supplied through high-efficiency

particulate arrestance (HEPA) filters. Such rooms shall be maintained at a minimum

negative pressure of 2.5 N/m2 with respect to surrounding areas.

Protective environment rooms, such as, bone marrow transplants and organ

transplants, shall be maintained at a positive pressure of 2.5 N/m2 with respect to

surrounding spaces.

All operation theatres shall have independent air handling unit to prevent cross

contamination.

The laminar flow air distribution system shall be followed. Air shall be supplied from

ceiling level to flow unidirectional upto the operation table. The return air shall be

collected from four corners of the room to prevent the contamination from re-

circulation in space.

Return to be collected near floor level approximately 200 mm above the floor level

for OTs.

The area of laminar flow grid shall extend by a minimum of 450 mm beyond the foot

print of the operating table on all sides.

Both supply and return air shall be ducted.

Three level filtration shall be adopted with pre-filters, fine filters and HEPA filters of

following filtration efficiency :

HEPA Filters 99.97% down to o.3

Fine Filters 99% down to 5

Pre Filters 90% down to 10

All these filters shall be with aluminium frame to prevent formation of bacterial

colonies. Epoxy resin shall be used to seal filter media with the framework.


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OTs shall be maintained at positive pressure by supplying about 15% more air than

return air to prevent any contamination from entering OT space.

AHUs with HEPA filters shall be designed for high static pressure to overcome high

pressure drops.

All AHUs will have cooling & heating coil (for reheat) (4 pipe system).

All OT AHUs will have 30% Air bypass damper at cooling coil.

A unidirectional air flow pattern at a velocity of 0.45 ± 0.10 m/s should be

maintained.

Magnehelic gauge to be provided in each OT between OT & Corridor and across filter

bank.

HEPA Filters to be provided preferably at terminals. However, if not, then same needs

to be provided in the AHUs.

iii. Fan Coil Units

Must be preferably of GI powder coated construction of suitable thickness.

Fans must be selected for suitable Static Pressure.

Coil of required OD & thickness preferably made of Copper with Fins preferably

made of Aluminum with suitable fins/inch. Cooling/Heating Coils Row deep should

be considered meeting the functional requirements.

Motor must be energy efficient and must be 3 speed type. This shall consist of two

lightweight aluminum impellers of forward curved type, both statically and

dynamically balanced. The two impellers shall be directly mounted on to a double

shaft, single phase multiple winding motor capable of running at three speeds.

Drain Pan of FCUs must be made of Stainless Steel (18 G) of Suitable thickness duly

insulated with required thickness & density of insulating material.

The PREFILTER shall be cleanable type &of suitable thickness AL./HDPE wire mesh

and mounted behind the pan in a filter plenum of GI sheet.

The fan coil units shall be powder coated in approved colour as per OEM standards or

as per directions of E-I-C.

It should consists of 2-Way Modulating type valve, Y strainers, Ball valves, wall

mounted BMS compatible thermostat containing three speed and on/off control for

fan, speed and temperature control for summer/ Monsoon/winter air conditioning.

iv. Split Air Conditioner Units

Air cooled split air conditioner Unit comprising of an Indoor unit and outdoor Unit.

Must be Energy Efficient & refrigerant used should be CFC free & low, preferably zero

ODP.


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Refrigerant piping and fittings interconnecting compressor condenser shall be all

copper and valves shall be brass / gunmetal construction.

Fan motor shall be suitable for 415 ± 10% volts or 230±10% volts, 50 Hz, A.C. Supply,

Single phase, motors shall be provided with permanent capacitor. Motors shall be

especially designed for quite operation and motor speed shall not exceed 1440 rpm.

Fan speed shall not exceed 1000 rpm and maximum fan outlet velocity shall be 550

meters per minute.

Cooling coils shall be of fin and tube type having aluminium fins firmly bonded to

copper tubes assembled in zinc coated steel frame / Multi channel.

Inverter Driven Compressor Air Conditioner depending upon suitability and

applicability. Non Inverter driven AC must conform to minimum 3 Star Rating.

v. Pressurized Closed Type Expansion Tank

Pressurized Cold Water Closed Type Expansion Tank must be equipped with Air

Separator & should be preferably mounted in the plant room.

The tank and air separator must be constructed in accordance with relevant

standards.

The tank shall be preferably pre charged steel expansion tank with replaceable heavy

duty butyl rubber bladder.

The expansion tank will be complete with safety relief valve, pressure reducing valve,

pressure gauge & other accessories.

vi. Chilled Water piping

The Pipes of sizes 150mm & below shall be M.S. ‘C’ class as per IS : 1239 and pipes

size above 150mm shall be welded black steel pipe heavy class as per IS: 3589, from

minimum 6.35mm thick M.S. Sheet for pipes upto 350 mm dia. and from minimum

7mm thick MS sheet for pipes of 400 mm dia. and above.

For cooling and heating applications, the pipe may be sized accordingly in

conformance with relevant ASME and CPWD Codes for the same.

450mm Dia. pipe or as per requirement ring main will be laid in ground (Burried)

from AC plant room to various hospital building.

Pipe insulation for Plant Room/Terrace pipe shall be with EPS (Expanded

Polystyrene –TF Quality) moulded pipe section of density min. 20 Kg/cum after thick

coat of cold setting adhesive (CPRX compound) , wire mesh, wrapped with 500 g

polythene faced hessian cloth & finally applying 0.63 mm Al sheet cladding complete

as per relevant standards.

Pipe insulation for buried pipe shall be with EPS (Expanded Polystyrene-TF Quality)

moulded pipe section of density min. 20 Kg/cum after thick coat of cold setting

adhesive (CPRX compound), wire mesh, wrapped with 500 g polythene sheet & then


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applying 2 layers of sand cement plaster of 13 mm thickness each. Alternatively pre

insulated chilled water pipes as per CPWD specifications may be considered during

detailed designing for smooth installation at site.

The pipe within the building (in shafts, inside building etc.) shall be insulated with

Nitrile insulation with min. 45 kg/cum density, K – 0.037 W/Mk or better at 20

degree C mean temperature, Class O Insulation applied with suitable adhesive & as

per CPWD specifications.

Riser for each building will have a butterfly valve & a balancing valve for isolating the

building.

Vacuum Degasser - Installed in a bypass line to CHW header. It shall be able to degass

a minimum of 1CMH of water at system working pressure. Vacuum degasser shall be

complete with Vacuum tube with high capacity automatic air vent with an ingress

preventer, Multistage centrifugal pump, Make-up water and system inlet water

connections with motorized valves to enable degasser operation even at low system

pressure. (Manual preset flow control valves at inlet and outlet are not acceptable),

Pressure transmitter to regulate pressure / vacuum in the vacuum tube, Built in flow

meter to measure degassed and make-up water volumes, Microprocessor based, BMS

compatible, control panel with IP54 protection, All Components, i.e. pump, vacuum

tube, valves, interconnecting piping and control panel mounted on a compact steel

frame. The unit shall be selected as per system's highest working pressure.

600mm Dia. pipe or as required condenser water pipe header from plant room to

plant room terrace.

Pot strainer will be provided in main header of condenser circuit for removal

impurities in header.

vii. Refrigerant Piping

All refrigerant piping for the air conditioning system shall be constructed from hard

drawn seamless copper refrigerant pipes with copper fittings Y- joints, headers etc.

and silver-soldered joints. The refrigerant piping arrangements shall be in

accordance with good practice within the air conditioning industry, and are to

include expansion valves, charging connections, suction line insulation and all other

items normally forming part of proper refrigerant circuits.

The Pipe diameter and thickness shall be based on quantity and flow rate of

refrigerant passing through the circuits.

viii. Indoor Units/Centralized remote Controller/Individual Remotes (Corded/Cord Less):-

Indoor units of VRV/VRF system should consists of Hi wall/Round flow cassette

unit/ductable unit as per requirements. Suitable no. of Centralized Remote controller

/ manager should be considered with all superior specifications & BACNET/MODBUS

compatibility. Individual corded/cordless remotes to be considered for each indoor

unit & should be strategically located at site.


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ix. Valves

All the Valves like Butterfly, Ball, Balancing, PICB must conform to PN 16 Pressure

Rating.

Valves must be duly insulated with suitable Insulation of suitable thickness and

density.

x. Thermostat

Proportional type for AHUs and for FCUs

Should be Microprocessor based with LED display

Should have Fan Speed and Heat/Cool Change Over Switch options

Automatic Heat / Cool Changeover option through external temperature sensor

Should have high accuracy, fast response, Long Life and must be easy to operate

Thermostat and digital programmable Humidistat, both BMS compatible to set the

desired temperature and relative humidity as per the table given below.

Followings shall be the logics of operation where both shall be installed.

xi. Control Philosophy

Both Thermostat & Humidistat shall enable the user to define the set points for

Temperature & Humidity in absence / breakdown of BMS System. Thermostat

considered shall be suitable for 4 Pipe system with dual Analog Outputs for Cooling &

Heating. However humidistat shall be having single On/Off output. Outputs of these

thermostat & humidistat will go to controller which in turn shall modulate chilled

water control valve, hot water control valve & switch on / off the Humidifier for

maintaining Temperature & Humidity.

Following shall be the conditions possible :

When both Temperature & RH are high with respect to Set Point : Chilled water valve

shall be modulated.

When Temperature is high & RH is low with respect to Set Point : Chilled water valve

shall be modulated & Humidifier shall be switched on/ off.

When Temperature is low & RH is High with respect to Set Point : Both Chilled Water

& Hot Water valve shall be modulated.

When both Temperature & RH are low with respect to Set Point : Hot water valve

shall be modulated & Humidifier shall be switched on / off.

xii. Drain Piping

GI medium class Drain Piping/High Strength uPVC /PVC Pipe to be considered as per

requirements.

The pipes shall be insulated with suitable material depending upon the requirement.


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The pipe material properties like density, thickness, K-Value and R-Value must be in

conformity with relevant IS Codes, NBC, ISHRAE, ASHRAE & ASME.

xiii. Air Distribution (Ducting)-Air Conditioning

All ducts shall be fabricated either from galvanized sheet steel (GSS) confirming to IS

277 or Al sheets confirming to IS 737. The steel sheet shall be hot dipped galvanized

with matt finish with coating of min. 120 GSM of zinc, GI sheet shall be lead free, eco-

friendly & RoHS compliant. The sheet thickness shall be as per CPWD specifications.

Ducting shall be selected factory pre fabricated to achieve the high quality workman

ship and specifications, end pieces can be site fabricated.

Supply & Return Aluminum Ducting of required thickness ( 20 G in return duct & 18

G in supply duct) to be considered for OTs/ICUs & other critical areas.

All non critical areas supply & return ducting shall be with GSS Ducting of suitable

gauge thickness & pressure rating as per requirements.

Duct Construction and suspension Standards must conform to IS655 / SMACNA and

ASME.

All ducts are proposed to be insulated by use of crossed linked polyethylene, 19/25

mm thick or closed cell Elastomeric Nitrile Rubber. The material will adhere to ducts,

since this is a flexible material. Further since this has closed cells it cannot help in

germinating or supporting Bacteria colonies, which may otherwise form in the return

air flowing above the false ceiling.

The exposed duct shall have 26 G Aluminum cladding as weather protection for the

insulation.

Acoustic Duct Lining of suitable thickness and required length shall be provided at

the commencement of ductwork from the respective Indoor Unit.

Fire proof double canvass connection of suitable thickness and required length shall

be provided at the outlet of the Indoor Equipment connecting it with the plenum.

GSS Duct Construction standards must conform to SMACNA Standards.

Threaded Rod (M.S/G.I) of sufficient dia. should be considered for hanging of fans and

preferably G.I Channel of suitable dimensions shall be used for duct support. The

sizing, suspension/hanging arrangement must conform to standards and

specifications stated in relevant ASME/SMACNA/ CPWD/NBC 2016 Codes.

GSS ducting shall be complete with all relevant accessories like splitters, vanes etc.

complete in all respect as per directions of engineer-in-charge. Proper jointing

(EPDM lining/cleats etc.) shall be done to prevent air leakages.

xiv. Supply / Return Air Grilles

Preferably powder coated extruded aluminum construction with preferably

aluminum volume control dampers.


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xv. VCD/Fire Damper with Actuators

VCDs to be provided at ducts at suitable places. Fire Dampers with actuators to be

considered for floor mounted AHUs at supply/return duct.

The material of VCDs & dampers shall be MS enamel painted.

Fire Dampers shall be CBRI tested & certified for at least 90 min. rating against

collapse & flame penetration as per UL 555 & 555S. Fire dampers shall be compatible

with fire detection system.

For fire safety motorised fire dampers with electrical actuators interlocked with the

air blowers shall be provided in supply and return air paths. All materials used for

insulation shall be fire proof type. The air handling unit's motors shall also be

interlocked with the central fire alarm system such that in case of detection of smoke

or fire by the fire alarm system, the air handling units shall automatically shut off.

VAV / CAV Boxes to be used as per requirements.

14. Brief Equipment Specifications (Ventilation/Pressurization) :-

Ventilation system should be considered for Toilets, Kitchen/Pantry, Basement,

floor smoke extraction, plant room & other utility areas etc. as required.

Pressurization system for lift well/staircase/lift lobby etc. should be considered.

i. Axial Fans

Axial Fans for Fresh / Exhaust air suitable for installing in any position in Horizontal

or vertical, and must be AMCA certified.

Casing of Fans shall be constructed of heavy gauge sheet steel and preferably be

powder coated. Support brackets for ceiling suspension shall be welded to the casing

for connection to hanger bolts. Threaded Rod of sufficient dia. /channel should be

considered for hanging of fans.

Fan Sizing (CFM & Static Pressure) for Basement Ventilation (Fresh Air/Normal

Exhaust / Smoke Exhaust) must be done considering the required ACPH levels in the

Basement as specified in NBC 2016/ECBC or relevant codes.

The plenum of the fans must be lined with Acoustic Lining to ensure proper sound

absorption.

Axial Fans for Basement Smoke Exhaust and Smoke Extraction purpose must be Fire

Rated (H Class), able to withstand a temperature of 250 degree Celsius for a period of

2 hours.

Fan-motor assembly (as whole) shall be statically & dynamically balanced,

conforming to ISO and AMCA Standards.

Should be suitable for 415 V ± 10% volts three phase 50cycle, AC supply.

The speed of Fan shall not exceed 1000 RPM for Fans with impeller diameter above

450mm and 1450 RPM for fans with impeller diameter of 450mm and less.


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Provision of all necessary accessories such as Wire Guard on inlet side and bird

screen on outlet, Gravity operated louver shutters, Canvass Connection for

connecting Fan assembly and Plenum should be considered.

Sizing of Fans must be done in accordance with provisions sated in ISHRAE/

ASHRAE/ NBC 2016 and relevant IS Codes.

Noise Level of Fan (in decibel) should conform to NBC 2016/ASHRAE/ ISHRAE/

CPWD and relevant IS Codes.

ii. Fan Section

Utility of Fan Section preferably for Pressurization of Lift Lobbies, Lift Well, Staircase.

Fan must be AMCA certified.

Fan Sections for Pressurization purpose must be H/F Class as per requirement.




Provision of all necessary accessories such as Canvass Connection for connecting Fan

assembly and Plenum must be considered.

Sizing of Fans must be done in accordance with provisions sated in

ISHRAE/ASHRAE/NBC 2016

Noise Level of Fan (in decibel) should conform to latest NBC 2016/

ASHRAE/ISHRAE/CPWD and relevant IS Codes.

iii. Propeller & Inline Fans

Propeller and Inline fans AMCA Certified with its construction standards conforming

to CPWD, NBC 2016/ ISHRAE/ ASHRAE and relevant IS Codes.

Propeller Fans shall be direct-driven, three or four blade type. It should be of

Steel/GI/PVC construction as per CFM requirement & dia. Of fan.




The speed of Fan shall not exceed 1000 RPM for Fans with impeller diameter above

310mm and 1440 RPM for fans with impeller diameter of 310mm and less.

Provision of all necessary accessories such as Wire Guard on inlet side and bird

screen on outlet, Gravity operated louver shutters, Canvass Connection for

connecting Fan assembly and Plenum should be considered.

Noise Level of Fan (in decibel) should conform to latest NBC 2016/

ASHRAE/ISHRAE/CPWD and relevant IS Codes.

iv. Air washer & Scrubber:


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It should be generally considered for kitchen ventilation. Air washer to be considered

for fresh air supply & Scrubber to be considered for exhaust.

Capacity of air washer/scrubber to be decided considering negative pressure inside

kitchen all through out.

Air Washer shall be of double skin construction with suitable thickness impregnated

cellulose paper media (Celdek pads) of minimum 90% efficiency, factory assembled,

distribution header, GI 'B' class piping, makeup, quick fill and drain connections,

Butterfly/Gate valves for Pumps, make up, drain & quick fill connections of Sump, 2

Nos. pumps of suitable capacity (1W +1 S), Y strainers and necessary fittings, GI

frame and supporting structure for Celdek pads, washable synthetic fiber filters (of

90% efficiency down to 10 micron) and SS(18 gauge) sump, TEFC Motor (IP:55)

Control panel complete with necessary Switchgear, Starters, metering, power and

control wiring between Control panel and Motor/Pump etc. & drive unit complete

with Pulley, Belts, Fresh air Louvers with bird screen (GI Construction) etc as per

specification & as directed by Engineer- in-charge.

Scrubber shall comprise of extract air intake section, electrostatic precipitation

technology, dry type air cleaner to remove oil, smoke and fumes from exhaust air,

washable type aluminum mesh filters, stainless steel spiked ionizers to create high

voltage DC field, aluminum collector plates which should be alternatively charged

positive and negative with large collecting area to work as magnet for charged smoke

and oil particles. The system should allow connection to a fan section to achieve 500

FPM velocity across the air cleaner.

Suitable PCC/RCC foundation with plaster, Anti-vibration arrangement of cushy foot

mountings etc. shall be provided.

v. Ventilation Duct:-

GSS Duct Construction standards must conform to SMACNA Standards.

Threaded Rod (M.S/G.I) of sufficient dia. should be considered for hanging of fans and

preferably G.I Channel of suitable dimensions shall be used for duct support. The

sizing, suspension/hanging arrangement must conform to standards and

specifications stated in relevant ASME/SMACNA/ CPWD/NBC 2016 Codes.

GSS ducting shall be complete with all relevant accessories like splitters, vanes etc.

complete in all respect as per directions of engineer-in-charge. Proper jointing

(EPDM lining/cleats etc.) shall be done to prevent air leakages.

Acoustic Duct Lining of suitable thickness and required length shall be provided at

the commencement of ductwork from the respective Indoor Unit.

Fire proof double canvass connection of suitable thickness and required length shall

be provided at the outlet of the Indoor Equipment connecting it with the plenum.


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vi. Air Distribution Products (ADP) -Louvers / Grills with or without Dampers

Sizing of Ventilation Louvers should be done considering the capacity of Fans. The

Ventilation Louver for Fresh Air shall have manually operated dampers along with

bird screen wire mesh and Ventilation Louver for exhaust air shall only have bird

screen wire mesh. Material Of Construction of louvers shall be preferably extruded

aluminum with powder coated finish or as per OEM requirements complying codes &

standards.

Grills with dampers for supply/fresh air & grills without dampers to be considered

exhaust/return air. MOC of grills shall be preferably extruded aluminum with powder

coated finish or as per OEM requirements complying codes & standards.

15. Brief Equipment Specifications (HVAC Electrical):-

i. Main HVAC Panel

Panel shall be fabricated out of preferably CRCA Sheet Steel with reinforcement,

channels and angles etc.

The main electrical panel, distribution board & chilled water/ condenser water

pumps will be located in the respective plant rooms.

Panels shall be treated with all anticorrosive process before painting with 2 coats of

red oxide primer and final shade of powder coated paint.

All outgoing & incoming shall be provided with Stop/Manual/ Auto/selector switch

to facilitate operation through BAS. All starters shall be provided with potential free

Contact for Connections to Building Automation System.

A separate set of CTs to be provided for BAS and wiring from CT’s and voltage

transducers to be brought on to separate set of terminals.

Panel should have sufficient number of Incoming and Outgoing feeders.

Main HVAC Panel should cater to Chiller Motors, Primary and Secondary Chilled

Water Pump Motors, Hot Water Generator and Pump Motors, Condenser Water

Pumps Motors, Cooling Tower Fan Motors etc.

ii. Control Panels For OT & Isolation Room With Heat Recovery Unit/OT AHU

(Recirculation)

Should be preferably cubicle type, wall mounted control panels including anchoring

into the wall

All outgoing shall be provided with Stop / Manual /Auto selector switch to facilitate

operation through BAS. All starters shall be provided with potential free Contact for

Connections to Building Automation System.


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MCB with over-load relay, suitable for motor duty and able to withstand suitable fault

level .Sufficient number of incomers and Outgoings depending upon the load and

requirement.

Suitable exhaust arrangement within electrical panel shall be provided to avoid

overheating.

Control Panel catering to VFD operated Motors. Suitable rating starter required as a

bypass arrangement in case of VFD failure.

iii. Control Panel In Air Handling Unit With VFD


into the wall



Connections to Building Automation System

Phase indicating lights and indicating light for ON/OFF/TRIP status phase sequence

relay shall also be provided.

Digital voltmeter and ammeter with selector switches.

Suitable rating starter required as a bypass arrangement in case of VFD failure.

Time delay relay for delayed automatic restart of air handling unit motor.

Wiring for micro switch for starting / stopping the fan when fire damper closes /

Power supply for fire damper control panel.

For on/off/remote and local operation, 3 pole single throw switch shall be provided

in each AHU panel to facilitate override of the automatic operation.

All starters shall be provided with suitable potential free contract for connections to

the Building Automation System.

Catering to Three phase Motor with VFD. Each of these compartments shall contain

indicating lamp with ON/ OFF/ TRIP status of motors.

iv. Control Panels For Fan Sections, Inline Fans & Axial Fans /Air Scrubbers/ Air Washers


into the wall



Connections to Building Automation System. DOL/Star delta starters to be provided

depending upon H.P rating of fans.

Over-load relay, suitable for motor duty and able to withstand fault level of suitable

kA rating.

single phase preventer (Electronics type)


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Terminal block for power distribution.

Power Contactor.

Phase indicating lights and indicating light for ON/OFF/TRIP status phase sequence

relay shall also be provided.

Voltmeter and ammeter.

Time delay relay for delayed automatic restart of motor

Wiring for micro switch for starting / stopping the fan (in case of fire) / Power supply

for damper control panel.

For on/off/remote and local operation, 3 pole single throw switch shall be provided

in each panel to facilitate override of the automatic operation.

All starters shall be provided with suitable potential free contract for connections to

the Building Automation System.

Three phase star delta starter with overload relay and single phase preventer. Each of

these compartments shall contain indicating lamp with ON/ OFF/ TRIP status for fan

sections/axial fans.

v. Cables

Power and Control Cables should be preferably XLPE insulated and PVC sheathed

Aluminium/Copper conductor armoured/un-armoured depending upon need and

requirement, 1.1 KV grade conforming to IS : 7098:1988

vi. Glands and Lugs

Glands and Lugs suitable for Power and Control Cables XLPE insulated and PVC

sheathed Aluminium/Copper conductor armoured/ un-armoured (depending upon

need and requirement), of 1.1 KV grade confirming to IS : 7098:1988.

vii. Cable Tray

Preferably perforated G.I cable trays with perforation not more than 17.5%, in

convenient sections, joined with connectors, suspended from the ceiling with G.I.

suspenders including bolts & nuts, painting suspenders etc. complete with bends,

reducers, Tees, cross members etc. as required

viii. Earthing

Earthing requirements to be in conformity with IS -3043 (latest).

16. 1.5Lac litres makeup (approx.) water tank is required per day. The Cooling towers will be

placed on terrace of substation at least one meter above cooling tower basin; the makeup

tank will be filled twice in 24 Hours with treated water.


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17. DESIGN PARAMETERS:

i. Design parameter for selection of Air Handling Unit and its components shall be:

Maximum face velocity across pre/fine filters : 1.78 m/sec (350 fpm)

Maximum face velocity across cooling coils : 2.54 m/sec (500 fpm)

Maximum fan outlet velocity : 9.14 m/sec (1800 fpm)

Maximum fan speed

a. Fan above 450 mm dia. : 1000 RPM

b. Fan up to and including 450 mm dia. : 1450 RPM

Maximum fan motor speed : 1450 RPM

ii. Design parameter for Duct design shall be:

Maximum flow velocity in ducts for air

conditioning

: 1800 fpm.

Maximum flow velocity in ducts for ventilation in

pump room, boiler room, generator room, toilet

exhaust & Kitchen exhaust.

: 7.5 m / sec – 12.5 m / Sec

(1500 – 2500 FPM)

Maximum friction : 0.65 Pa / M run (0.08 inch

WG/100 ft run)

iii. Ventilation Fan:

Maximum fan outlet velocity for fan upto

450 mm dia.

: 9.14 m/sec (1800 fpm)

Maximum fan outlet velocity for fan

above 450 mm dia.

12 m/sec (2400 fpm)

Maximum fan speed for fans. : 1440 RPM

iv. Filtration:

Re circulated air

(mixed fresh & return

air) at air handling

units.

Pre-filtration shall be through washable synthetic

type air filters having 90% efficiency down to 10

microns (MERV 8)

Further filtration shall be through MERV 13 filters

having 99% efficiency down to 3 microns


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HEPA filters where ever required shall be as relevant standard

Maximum velocity across filters:

Ordinary filters 155 m/min

Micro-vee filters 155 m/min

HEPA filters 155 m/min

Minimum spray density for humidification 10 lpm/sq.m

v. Piping shall be sized for the following design parameters :

Maximum velocity : 2.5 M/Sec

Maximum friction : 5 M/100 M Run


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K. Design Basis Report- Building Management System

1. General

The EPC Contractor shall carry out Design, Engineering, Supply, Installation, and Testing &

Commissioning of BMS Works.

Complete system shall be hooked on to BMS system; each building shall be controlled

individually with additional central controller in plant room. The different buildings shall

be inter connected on LAN infrastructure. Proposed BMS system shall be logically

structured into three distinctive levels, which are Management Level, Automation Level and

Field Level. Each level shall be autonomous from the other. Peer to peer communication

shall be possible on all system levels and the system design shall be modular in structure to

allow straight forward extensions.

SCADA System shall be provided for control & monitoring of various parameters of all

Substation Equipment & SCADA system will be hooked up to BMS. Necessary

hardware/software required for hooking up /hand shake of BMS system shall be provided.

HVAC, Fire, WTP, ETP, STP, PA System, HSD storage pumping system & Lifts etc. will also be

hooked on to BMS system.

State of art Building Management System (BMS) will integrate multiple building functions

including equipment supervision and control, alarm management, energy management,

information management and historical data collection and archiving. The system shall be

modular in nature and shall permit expansion of both capacity and functionality through

the addition of field devices / programming. The failure of any single component or

network connection shall not interrupt the execution of control strategies at other

operational devices.

2. Scope of Work

The proposed BMS system will consist of the following:

Central control station for monitoring, control and alarm through operator interface station

(OIS). Software for building management system and energy management system. System

integration unit consisting of gateways, interface units etc. Portable operator terminals,

Sensors and field devices consisting of but not limited to the following:

Immersion type temperature sensors

Duct type temperature sensors

Outside air and humidity sensors

Water flow meter

Differential pressure switch across the AHU

Level switches for indicating water level in cooling towers, tanks etc.


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Water flow switches

pH Sensor

TDS Sensor

Differential pressure transmitters

Current transducers

Voltage transducers

Stand-alone intelligent 32 bit Direct Digital Controller (DDC), Line/Field Devices etc. for but not

limited to the following:

HVAC system

VRV/VRF system

Hot water system

Water supply system

Water softening plant

Fire fighting system

Fire alarm system

Lifts, Escalators (if any)

UPS

VFD integration

Fire alarm integration

LT panels energy consumption parameters

Air handing unit & Forced cooling unit

Solar PV system/Inverters

Public Address System & CCTV System

The plant will operate automatically as per programmed schedule the controllers will estimate

the actual requirement on any particular day depending on outside temperature and

accordingly decide the lead time required to achieve design inside conditions, in all areas, at

the start of offices.

DDC to DDC networking shall be through LAN Cabling.

All standby pumps can be rotated to provide equal wear and tear and reduce fatigue.

The water supply system is controlled and operated as per requirement without any wastage.

All other services are monitored as per requirement.

Comprehensive I/O summary with relevant A/I, A/O, D/I, D/O details for all equipment and

systems covered under BMS shall be prepared during detailed engineering.


Page 149

PARAMETERS TO BE CONTROLLED/MONITORED WITH IBMS

S. No.

Description AI DI AO DO Monitor Control Alarm TYPE SENSORS OTHER CONTROLS

A HVAC Equipment (HIGH SIDE)

1 Chilling Machines

a Chiller On/Off R R Relay Output Potential Free Contact in Chiller Panel

b Chiller Run Status R R R Potential Free Contact in Chiller Panel

c Chiller Auto/Manual Status

R Potential Free Contact in Chiller Panel

d Chiller -Water Temp Reset

R R 0-10VDC signal from chiller panel

e Chiller trip / Fault R R Potential Free Contact in Chiller Panel

f Chiller- Chilled water supply Temp In (1) + Out

R R Immersion Type Sensor

Suitable Insertion Provision

g Chilled Water Flow Status

R R Water Flow switch Suitable Insertion Provision

h Motorized valve on evaporator

R

i Motorized valve on evaporator status

R Potential Free Contact in B/F Valve limit switch

j Motorized valve on condenser

R

k Motorized valve on condenser status

R Potential Free Contact in B/F Valve limit switch

n Chilled water Return Flow rate

R R Flow meter Suitable Insertion Provision

o Integrator for chiller machines

Integrator Integrator interface card


Page 150

p Ambient Temp sensor R R Suitable Insertion Provision

q Ambient RH sensor R R Suitable Insertion Provision

r Chilling machine microprocessor (software integration)

- - - - Integrator unit/ software

connectivity

Vacuum degaser & pressurization unit integration

R R R R Integrator unit/ software

connectivity

Total

2 Chilled Water Pumps (Primary and Secondary pumps)

a Primary Chilled Water Pump On/Off

R R Relay Output Potential Free Contact in Pump Starter Panel

b Primary Chilled Water Pump Run Status

R R R Potential Free Contact in Pump Starter Panel

c Primary Chilled Water Pump Flow Status

R R Differential Pressure Switch (Water)


d Secondary Chilled Water Pump On/Off


f Secondary Chilled Water Pump Run Status


g Secondary CHW Pump Flow Status



h Secondary Chilled Water Pump VFD integration

R 0-10VDC Signal from controller

Acceptance of BMS signal.

Total

3 Condenser Water


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Pumps

a Condenser Pump On/Off


b Condenser Pump Run Status


c Condenser Pump Flow Status



d Condenser water supply header temperature

R Immersion Type Sensor


e Condenser water return header temperature

R Immersion Type Sensor


Total

4 Cooling Tower

a Cooling Tower Fan On/off

R R Relay Output Potential Free Contact in Starter Panel

b Cooling Tower Air Flow Status

R R Differential Pressure Switch (Air)

Potential Free Contact in Starter Panel

c Cooling Tower Sump Low Water

R R Low Level Switch Suitable Insertion Provision

d Cooling Tower 'IN" valves On/Off

R R Connectivity to BMS Motorized Valves

e Cooling Tower 'IN" valves On/Off Status

R R R Potential Free Contact in the B/F valve limit switch

f Cooling Tower Header - In water temperature



g Cooling Tower - Out water temperature



Total

5 Electrical panels of


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HVAC

a Incoming breaker ON/OFF status

R R Potential Free Contact in the electrical Panel

b Bus coupler ON/OFF status


c Multi function meter integration

R Integration

d Incoming breaker trip status


e Bus coupler trip status R R Potential Free Contact in the electrical Panel

Total

6 LOW SIDE

Air Handling units

a AHU On/Off R R Relay Output Potential Free Contact in the AHU Panel

b AHU Air flow Status R R Differential Pressure Switch (Air)


c AHU Filter Status R R Differential Pressure Switch(Filter)


d AHU motor trip status R R Relay Output Potential Free Contact in the AHU Panel

e Return Temperature Sensors

R R Room Temperature Sensor


f Motorized valve controlling

R R Connectivity to BMS Motorised Valves

g AHU Auto/Manual Status

R R Potential Free contact from the Auto/Manual switch


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h Ambient Enthalpy Sensor

R R Temp & humidity Sensor(outside air)

Suitable Installation Provision

i CO2 level monitoring in office areas

R R Connectivity to BMS CO2 sensors

j Fresh air volume control damper (Operated with CO2 Sensor)

R R R Connectivity to BMS Modulating Damper

k Return air volume control damper

R R R Connectivity to BMS Modulating Damper

l Exhaust air damper R R R Connectivity to BMS Modulating Damper

m Return air damper R R R Connectivity to BMS Modulating Damper

n AHU VFD Frequency Modulation

R R Connectivity to BMS VFD in AHU

o Vane Axial fans ON / OFF - free air cooling

R R Relay output Potential Free Contact in panel.

p Vane Axial fans ON / OFF - free air cooling

R R Differential pressure switch (air)


q Vane Axial fans Auto Manual Status

R R Potential Free Contact in the Blower Starter Panel

Total

7 Pressurization Fans

a Pressurisation Fans for supply ON/OFF

R R Relay Output Potential Free Contact in the Blower Starter Panel

b Pressurisation Fans on/off status


c Pressurisation Fans Auto/Manual Status



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d Pressurisation Fans Air Flow Status

R R R Differential Pressure Switch (Air)


Total

B Fire Fighting System & Drinking Water Pumps

1 Fire Fighting System

a Jockey Pump Run Status R R R Potential Free Contact in Starter Panel

b Jockey Pump Flow Status

R R R Water Flow Switch Suitable Insertion Provision

c Sprinkler Pump Run Status

R R R Potential Free Contact in Starter Panel

d Sprinkler Pump Flow Status

R R R Water Flow Switch Suitable Insertion Provision

e Diesel Engine driven pump Run Status


f Diesel Engine driven pump flow status

R R R Water flow switch Suitable Insertion Provision

g Diesel Engine Battery Voltage

R R DC Voltage Transducer


h Day Fuel Oil Storage Tank Low Level

R R Flameproof Level Switch


i Day Fuel Oil Storage Tank High Level

R R Flameproof Level Switch


j Main electric driven fire pump run status.


k Main electric driven fire pump flow status

R R R Water flow switch Suitable Insertion Provision

l Fire Fighting Tank Level monitoring (U.G. Tanks)

R R R Level Switch Suitable Insertion Provision

m Fire Fighting tank high/low level



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monitoring (O.H. Tank)

n Fire hydrant line pressure monitoring

R R R Water Pressure Transducer


o Sprinkler flow switch annunciation panel

Integration

Total

2 Water supply pump sets

a Pump Run Status R R R Potential Free Contact in Starter Panel

b Pump Flow Status R R R Water Flow Switch Suitable Insertion Provision

c Pump Flushing R R R Potential Free Contact in Starter Panel

d Pump Flow Status Flushing

R R x Water Flow Switch Suitable Insertion Provision

e Drinking Water Tank Level monitoring (U.G. Tanks)


Total

C Automatic Analogue Addressable Fire Detection and Alarm system

a Integration R Integration Automatic Analogue Addressable Fire Detection and Alarm Panel

D Lifts

a Integration with Lift panel(s)

R Integration


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E Electric Sub-Station Comprising of DG Sets, Transformers, HT & LT Panels, Capacitor Panels, HSD Pumping system etc.

R SCADA integration

F UPS R Integration

G Solar PV Inverters located at Various Buildings

R Integration

H Energy Meters of Electrical Distribution Panels located at various buildings

R Integration


Page 157

L. Design Basis Report- Fire Fighting System

1. GENERAL


Testing & Commissioning of Fire Fighting Works.

Fire Fighting system shall comprise of Wet Riser /Hydrant (Internal & External),

Sprinkler system, Down comer System, Gas flooding system for panels, Computer

Rooms & other sensitive areas, Fire Extinguishers, Fire Signage’s near Fireman’s lift,

Fire Exits, Fire Brigade Inlet/Draw Out Connections etc. proposed for various

Buildings.

Suitable size shafts, cutouts, Niche, openings etc shall be provided to facilitate

installation of Pipelines etc. in all floor slabs of various buildings for various service

areas, as required. All shafts, cutouts, Niche, openings etc provided on floor slabs shall

be suitably closed after laying of services lines as per fire safety norms as per NBC

2016. Doors shall be provided for all shafts at all floors as per fire safety norms as per

NBC 2016.

The ratings and capacities of various equipments are based on NBC 2016 Part - IV and

subject to revision during detailed designing stage.

The firefighting system is proposed on basis of type of occupancy as per NBC 2016

Part -IV and building Height. The system proposed are water based and gas based.

Water based Fire suppression system is having piping network inside and outside the

building with internal and external Hydrants, First Aid Hose reel at regular intervals

according to various type of occupancy. The distribution system is finally connected to

ring main system for firefighting.

Sprinkler system with water distribution pipes sprinkler heads above and below false

ceiling is designed to actuate automatically to extinguish the fire by discharge of water

when room temperature crosses 68˚ C in case of fire.

1.1. The following standards, bye-law, manual has been followed in designing the

firefighting system:-

a) Relevant IS codes published by Bureau of Indian Standards.

b) National Building code Part IV for fire Protection System 2016.

c) Pumps, Valves and Accessories shall be of UL listed and FM approved

d) CPWD General Specifications for Electrical Works-part V (Wet Riser &

Sprinkler System-2006)

e) NFPA/UL/FM certifications & TAC for guidance.


Page 158

2. WATER REQUIREMENTS:

Water services for Hydrants and sprinkler system shall be stored in underground /

overhead tanks.

a. Underground Static fire tank:-

Underground reservoir shall be provided of 300KL capacity as per latest NBC

requirement/ Bye laws.

b. Overhead storage fire tank:-

Overhead fire water tanks on the terrace will be provided for down comer system

and as supplementary fire storage as per NBC requirement/ Bye laws.

The effective capacity of reservoir for various type of occupancy as per Table 7 of

NBC 2016 Part - 4 is given below:-

Sl. No. Underground/

Overhead

Tanks

Capacity of

Each Reservoir

Type of Buildings

Served

Remarks

1) Underground Static Water Storage Tank

300000 Lts (in 2

Compartments

adjacent to

Fire Pump Room

near to Hospital

Entry)

OPD & Diagnostic,

Hospital+Ayush

Building+Medical &

Nursing

College+Auditorium

Considering scattered

locations of buildings,

probability of fire

spreading to different

buildings is negligible,

thus UG storage capacity

has been devised as per

max. Requirement.

2) Terrace Tank Capacity as per NBC 2016 -Table -7

3. SYSTEM DESCRIPTION

The Fire Fighting System shall consist of Diesel Fire Pumps, Electrical Driven Fire

Hydrant pump, Electrical Driven Sprinkler pump , Jockey Pumps, Fire hydrant

(Internal & External), Air Cushion Tank with air release valves for all risers, Down

comer system with /without terrace pumps, Pressure vessel, ,associated instruments,

cabling, piping (internal & external), valves, Fire Brigade inlet connections, draw out

connections for each wet riser, fire signages, extinguishers, Gas based fire suppression

system, Fire detectors, Discharge Nozzles, control panel etc. has to be provided as per

NBC 2016 requirements. Jockey pumps shall maintain pressure in all water lines for

Hydrants & Sprinklers fully charged under pressure for full Automatic operation in

case of fire. In case of slow pressure loss, jockey pump will start and at about 1 kg/cm2

pressure loss in the system, jockey pump will not start and main pump will start

automatically.


Page 159

a. Shafts/Cut Outs & Room Provisions:-

Minimum size of shafts to be provided to accommodate sprinkler/wet riser/down

comer /drain pipes etc. will be 1200 X 800 MM (approx.) and to be provided at

suitable locations as per relevant codes & standards.

Shafts & Inspection doors shall be minimum of 120 minutes fire rated or as

desired by relevant codes.

Fire Control Room to be provided In Ground Floor which shall be easily

accessible & shall accommodate all fire alarm system panel/public address

system panel etc.

b. Egress components:-

Egress components to be considered are the no. of exits to which access is

provided, capacity of exit access, travel distance to an exit, directional exit etc.

The width of corridors, aisles/ramps required for exit access shall be sufficient

to ensure smooth flow of occupants to exit. Exits shall be so located that the

travel distance on the floor shall not exceed distance as mentioned in NBC

2016.

No exit doorway shall be less than 1000 mm in width except in assembly

buildings where door width shall not be less than 2000 mm in width. All exit

doorways shall not be less than 2000 mm in height.

The requirements of nos. of staircases shall supplement the requirements of

different occupancies as per NBC 2016 norms.

c. Pressurization& Compartment System:-

Pressurization of enclosed Staircase/Lift Lobby/Lift well provisions to be

considered as per NBC 2016 requirements.

Mechanical ventilation system for basement to be designed to permit min. 12

ACPH or as per relevant codes in case of fire or distress call.

All floors shall be compartmented / zoned with area of each compartment

conforming to NBC 2016 provisions depending upon usage & area/building

type.

Smoke exhaust fans in mechanical ventilation system shall be fire rated &shall

withstand 250 degree Celsius for 120 minutes.

d. Access to Fire Tenders:-

For access to fire tenders, a clear motorable approach of at least 6meters shall

be kept for movement of fire tenders all around the building. The width of the

main entrance to the complex shall not be less than 5.5 meters.


Page 160

e. Location & size of Fire Pump House:-

The fire pump house shall be located adjacent to underground fire tanks. The

slab of UGT shall be designed structurally to take the load of fire rescue tender

(if coming in the drive way area).

The base of the water tank shall be kept at a level preferably 450 mm to 600

mm (or as desired as per codes) above the level of base of fire pump room so

that pumps operate under positive suction conditions & the entire water

capacity is above the body of the fire pumps as per best fire engineering

practice.

Fire Pump House shall be separated by fire walls all around & doors shall be

protected by fire doors (120 mins rated).

The size of Fire pump house & distance between pumps, pumps & walls, panel

& wall etc. shall be as per latest IS codes/NBC 2016.

Sufficient maintenance space shall be provided inside the fire plant room for

accessibility of various pumps, panels etc. during repair & maintenance

activities.

Fire Plant Room shall be suitably ventilated considering adequate ACPH as per

NBC 2016 code.

Suitable size Sumps with sufficient sized submersible pumps & level indicators

to be considered in plant room for drainage. Also, proper slope to be provided

in Fire Pump room so that there is no stagnancy of water during any leakage &

it is properly channelized to nearest drainage sump.

Fire Fighting pipes from Fire Pump Room to various buildings shall be laid

underground at suitable depth as per CPWD specs. Adequate no. of hume

pipes having suitable dia. with spare shall be laid across the roads/pathways

etc.

Fire Pump Room shall be provided with safety equipment/items like suitable

elastomeric mat (as per relevant IS codes) for Panels, fire buckets, fire

extinguishers, hand gloves, safety charts, framed Schematic/SLD etc.

f. Pumps & related Equipment/Piping & Related Accessories:-

Quantity & Type of Fire Pumps (Electric driven Jockey/ Electric driven Terrace

Booster/ Electric driven Hydrant/ Electric driven Sprinkler/ Diesel driven

Pumps) shall conform to NBC 2016/relevant IS codes.

All fire pumps shall be with positive suction arrangements.

Capacity of the Pumps shall be selected as per latest NBC 2016 /NFPA/IS

codes & Head as per Building Height & Frictional losses due to bends, pipe

lengths etc.


Page 161

Horizontally mounted end suction single/multi stage, single/multi outlet

energy efficient centrifugal pump, suitable for operation on 415 volts ± 10%, 3

phase, 50 HZ A.C supply, IE-2 Class efficiency motor, complete with flexible

coupling (double arch) and coupling guard as required. Fire pump having C.I.

body, bronze/gunmetal impeller and S.S. Shaft with mechanical seal to be

considered. Casing shall be designed to withstand 1.5 times the working

pressure.

Diesel driven pump with engine (Min. 4 Cylinders), water cooled radiator

based cooling & shall be complete with cooling system, fuel system, fuel tank

(to cater for min. 2 hours), inter connecting piping, starting system, governing

system, PRV, exhaust system with residential silencer suitable for outdoor

installation & silencer piping shall be extended upto 1 m, outside pump house

duly insulated with 50 mm thick glass wool/ rock wool & 1 mm thick

aluminium cladding. Flexible connection in between exhaust pipe & pump

needs to be provided to suppress vibrations.

All the fire pumps shall cut-in automatically based on the pressure settings in

pressure switch, so as to ensure that the entire fire main line, risers etc. are

pressurized on a continuous basis.

The jockey pump shall automatically cut-out based on the pressure settings of

pressure switch. However, the remaining fire pumps shall cut off only in the

manual mode.

All Foundation (PCC/RCC) for Equipment including foundation bolts &

vibration isolation springs/pads to be provided.

Mild steel/GI class ‘C’ pipes confirming to IS: 1239/3589 including all fittings

like bends, elbows, tees, anchor fasteners, couplings etc. shall be used in Fire

Fighting system.

Suspenders, Brackets & Floor/Wall supports for suspending / supporting

pipes to be provided.

Till 50 mm dia. Pipe, screwed joints shall be provided & 65 mm dia. & above,

welded joints to be considered.

Suction dia. & discharge dia. Of pumps shall be as per pump discharge as per

OEM standards.

The entire pipe work (above ground), pump etc. shall be painted with one

coat of primer & two or more coat of red colour shade no. 536 of IS:5 (Post

Office synthetic enameled red paint) as per directions of Engineer-in-Charge.

At terrace/Remote level hydrant, minimum 3.5 kg/sqcm pressure shall be

maintained.


Page 162

The pipeline shall be designed with suitable flow velocity & friction factor as

per relevant standards.

All pipes below ground will be protected against soil corrosion by wrapping &

coating material as per IS: 10221.

Pipes of 150 mm dia. & below, will conform to IS: 1239. Pipes of 200 mm dia. &

above will conform to IS: 3589.

Suitable Nos. of Installation control Valve (ICVs) to be considered conforming

to latest IS codes depending upon no. of sprinklers.

All necessary valves of PN 16 rating (min.) like butterfly/ globe/ gate/ non

return/ sluice, Y/Pot Strainers, pressure gauges etc. to be considered as per

requirement (controlling flow/ isolating/one way flow etc.) & meeting the

functionality.

Pressure vessels shall be provided with all the terrace pumps & at plant room

also.

All Pumps shall be provided with flexible bellows (double arch, PN-16 Rating)

to dampen vibration/noise at source.

Vibration Isolators/Anti Vibration Pads needs to be provided for all pumps to

absorb vibration at source.

Orifice Plate shall be considered to reduce pressure on individual hydrant to

maintain operating pressure of 3.5 kg/sqcm.

Air vessel/Pressure vessel of suitable size need to be provided in fire plant

room & near terrace pump. To compensate for slight losses of pressure in the

system and to provide an air cushion for counteracting pressure surges /

water hammer in the pipe work air vessel conforming to IS: 3844 shall be

furnished in the pump room near pump. The air vessel shall normally be half

full with water and remaining filled with air which shall be under compression

when the system is in normal operation.

Air cushion tanks with air release valves needs to be provided for all risers of

sprinkler/hydrant pipes.

g. No. of Pumps with capacities proposed in Fire Pump Room:-

Sl. No. Fire pump Room Equipment as per NBC 2016

Fire pump Room Equipment Proposed to be Provided

Remarks

1. 2280 LPM – 1 no. Electric Driven Pump (For Both Sprinkler & Wet Risers)

2280 LPM – 1 no. Electric Driven Pump for Sprinkler & 1 no. Electric Driven Pump for Wet Riser System – Total 2 Nos.

Considering Stringency of Building Type


Page 163

2. 2280 LPM – 1 no. Diesel Driven Pump (For Both Sprinkler & Wet Risers)

2280 LPM – 1 no. Diesel Driven Pump (For Both Sprinkler & Wet Risers)


3. 180 LPM- 1 no. Jockey Pump (For Both Sprinkler & Wet Risers)

180 LPM-1 no. Jockey Pump for Sprinkler & 1 no. Jockey Pump for Wet Riser System – Total 2 Nos.


h. Terrace Pump

Sl. No. Terrace pumps as per NBC 2016

Terrace pumps Proposed to be Provided wherever applicable

Remarks

1. 450 LPM – Electric Driven Pump – 1No.

450 LPM – Electric Driven Pumps - 1 No.


2. 900 LPM – Electric Driven Pump- 1 No.

900 LPM – Electric Driven Pumps – 1 No.


4. Wet Riser & Hydrants System:-

4.1. External Yard Hydrants

External yard hydrants shall be of ‘Stand Post’ type conforming to IS: 908 and

comprising of stand post for single or double (conforming to NBC 2016) outlet

with oblique pattern hydrant valve, Controlled Percolating (CP) Hose ISI marked

(IS:8423) 63 mm dia. x 15 m long complete with instantaneous type gunmetal 63

mm dia. ISI marked Male & Female couplings, 63mm dia. Gunmetal branch pipe

with gun metal nozzle of 20 mm nominal bore outlet with instantaneous type 63

mm dia. coupling M.S. fire hose weather proof cabinet (750x600x250mm approx.

or as per requirement) made out of 16 gauge M.S. sheet capable of

accommodating landing valve, hose pipes, branch pipe, nozzle, fittings &

accessories. The box shall have a front glass door with lock and key arrangement

& shall be painted with one coat of primer & two coat of finished stove enameled

post office red colour paint & "External Fire Hydrant" written on front.

The ring main around the building will be laid min. 1 m below ground level, 2 m

away, within 15 m from face of the building.

The distance between the external hydrant post shall be considered as per

hazard classification conforming to relevant IS codes. However, maximum

distance shall be 45 m.

4.2. Internal Hydrants


Page 164

It shall consists of Type -A- single headed or Type –B –double headed, Gunmetal

ISI marked oblique pattern hydrant landing valve with 80 mm dia. flange inlet

and 63 mm dia. instantaneous type female out let, swinging type First Aid hose

reel in red colour drum with 36 mtr long and 20 mm dia. heavy duty rubber

water hose, 20 mm dia. globe valve stop cock, terminating with G.M. coupling &

nozzle of 5mm outlet with shut off valve, 63mm dia. Gunmetal branch pipe with

gun metal nozzle of 20 mm nominal bore outlet with instantaneous type 63 mm

dia. coupling, fireman’s axe with heavy duty insulated rubber handle, 2 Nos. of 15

m long Non Percolating Hose Pipe, suitable size of MS door made up of 16 gauge

MS Sheet capable of accommodating fire hose reel, landing valve, hose pipes,

fittings. The door shall have a front glass with lock and key arrangement & shall

be painted with one coat of primer & two coat of finished stove enameled post

office red colour paint & "Internal Fire Hydrant" written on front.

Quantity for the same need to conform to NBC 2016/relevant IS codes.

One no. pressure gauge to be provided in each internal hydrant riser per floor.

No. of risers/floor in each building shall be governed by the max. Travel distance

as specified in NBC 2016.

4.3. Fire Brigade Inlet Connections/ Draw Out Connection

4 Way Fire Brigade Inlet connection complete with all accessories (sluice

valve/NRV etc.) shall be provided for connection to Ring mains, Wet riser/down

comer system, underground tank.

2 way draw out connection to be considered near fire Pump House.

4.4. Sprinkler System:-

Automatic sprinkler system shall be provided as per requirements of NBC 2016

or relevant IS codes.

As per hazard classifications, maximum/minimum distance between sprinklers,

between sprinkler & walls to be maintained. Coverage area of each sprinkler &

Assumed maximum area of operation shall conform to relevant IS codes.

Side wall/pendant/upright sprinklers to be provided as per requirements, shall

be UL & FM certified, complete with rosette plate, glass bulb temperature rating

of 68 degree celcius (red colour),Quick response type, chrome plated finish & in

compliance with NBC 2016 & relevant IS codes.

Suitable Nos. of Installation control Valve (ICVs) to be considered consisting all

accessories (Butterfly valve, Y strainer, water gong, Alarm Valve ,drain valve,

Pressure gauge etc.) conforming to latest IS codes.

Sprinkler shall be selected as per temperature rating which shall be based on

usage type. Colour code shall be in conformance to relevant IS codes.


Page 165

Inspection test assembly/zonal control valve complete with flow switch & other

related accessories (NRV/Butterfly, drain valve, Pressure gauge, sight glass etc.)

to be provided in each floor sprinkler riser.

Flexible pipe for connecting sprinklers (braided type) & UL & FM certified to be

considered of various sizes as per site conditions to maintain symmetry &

crossing of ducts & other utilities.

5. Portable Fire Extinguishers:-

The sufficient qty. of portable/trolley mounted type fire extinguishers (Gas Based

stored pressure type CO2 type /Ammonium Phosphate Type/ Mechanical Foam

etc.) shall be provided at all levels of the building, plant room, basement,

substation etc. at strategic locations as per requirements, generally to follow NBC-

2016 and IS – 2190: 1992 to extinguish fire of class A, B ,C.

Location of the Fire Extinguishers shall be considered near all the Internal

Hydrants, HT Panel Room, LT Panel Room, Lift Machine Room, Fire Pump House,

Server Room, UPS Room, Fire Control Room, Security Control Room, Car Parking

etc.

Clean agent fire extinguishers to be provided in laboratories & other critical areas.

All Fire Extinguishers shall be Halon Free.

6. Gas based Fire Suppression System:-

6.1. For Low Voltage equipment /Laboratories,& other Critical Areas:

The Total Room Flooding system of fire detection and quenching is proposed in all

Low Voltage Equipment rooms where Water sprinklers cannot be used. The Gas

cylinder assembly should be UL/FM approved with seamless CCOE approved

cylinder and will be connected to discharge nozzles through metal Piping. The

master cylinder Kit fitted on Gas cylinder will be operated through separate Fire

detection Panel and will release zero Ozone depletion potential Gas through the

nozzles in case of fire.

6.2. For Electrical panels: Tube based Fire protection system is used in the Electrical

Panels to be installed in substations. The detection Tube shall be installed

throughout the compartment of panels. The location and spacing of tube shall be

above the hazard to be protected. Cylinder equipped with brass valve, pressure

Gauge isolation valve will be fitted on the wall of the panel with suitable brackets

and will be connected to the detection tube. in case of fire the tube shall rupture at

a point. The rupture Tube shall result in formation of discharge point and release

Gas Agent in Uniform pattern.

7. Fire Signage:-


Page 166

Various types of signage are proposed in the complex as per NBC 2016 Part -4.

Material of signage shall be of acrylic/aluminum of required dimensions. At every

floor near Lift landing diagram showing stairways shall be provided mentioning

instructions - 'IN CASE OF FIRE USE STAIRS UNLESS INSTRUCTED OTHERWISE'.

The signage shall be above call push button in Lift Lobby. Floor Signage will be

provided in each floor within the staircase & should easily readable. Each corridor

of every floor will have directional signage indicating Fire Escape route. These

Signage may be LED lit with UPS power backup or of photo Luminescent paint. So

that they will be visible in dark in case of power failure.

8. Electrical Works related to Fire Fighting System:-

Firefighting panel of suitable size incomer & sufficient nos. of outgoing feeders

for all pumps along with spares/spaces to be provided.

Power cabling of suitable size to be laid from LT panel to firefighting panel.

Power cabling of suitable size from firefighting panel to fire pumps to be laid.

Control cabling from fire pumps to firefighting panel &firefighting panel to

pressure switch to be done.

Suspenders and/or cable trays for laying cables to be used.

For sprinkler system, fire annunciation panel needs to be considered.

Motor shall be TEFC squirrel cage AC induction type. The motor shall be

suitable for continuous duty & rating necessary to drive the pump at 150% of

its rated discharge with at least 65% rated head. Motor shall be with class F

insulation & IE-2 class efficiency. DOL/star delta starter to be provided as per

H.P rating of motors.

Adequate no. of NO/NC contacts for interlocks, indicating lamps, remote

operation etc. shall be provided on starter/contactor.

Metallic body of all motors, medium voltage equipment etc. shall be connected

by 2 separate & distinct earth conductors to the earth stations of the

installations. Looping of such body earth conductors is acceptable from one

equipment to another.

9. Design Calculation

9.1. PUMPING HEAD CALCULATION: (Mentioned Below or as per site conditions)

Total height of the building – between 15-24mtrs. (From average ground level

around the building to the terrace floor)

A minimum of 3.5 kg / cm2 of pressure required to be provided at the farthest / last

hydrant point. Plus a minimum of 10% of Hydraulic pressure loss is considered in

the entire system.

Total Head = 35 Mtr + height of hydrant at Terrace Level from pump level + 6%

length of pipe from pump to terrace level hydrant


Page 167

= 35+27+6% of 200 Mtr

=74 Mtr

SAY = 80Mtr

So the fire pumps are selected with a head of 80 Mtr (10 kg/cm2) to deliver the

necessary pressure.

9.2. HYDRAULIC CALCULATIONS – SPRINKLERS SYSTEM (Mentioned Below or as

per site conditions)

AS PER NBC/TAC/IS 15105 MINIMUM DESIGN REQUIREMENT CONSIDER:-

Occupancy Classification -Ordinary/Moderate Hazard (Group C-1

Sl. No 3) (As per NBC 2016-Part-4)

Design Density- 5 (L/min)/m2 (As per IS15105/TAC)

Hydraulically Remote Area -360m2(As per IS 15105/TAC)

Water Demand = Remote Area x Density -360 m2 x 5(L/min)/m2 = 1800LPM

Water Demand as per sprinkler -40 Nos. x 47.33 ltr = 1893.2 LPM

K-Factor -80.00

Sprinkler Temperature Classification -68oC

NPT Thread Size -15mm

Bulb Color -Red

Sprinkler Distance Center to Center -2 - 4 Mtr

Max. Area Coverage By One Sprinkler (ceiling Type) -12 m2

As per Pattern (A) Discharge in LPM Req. -47.33

Water Storage Tank Capacity including wet riser -300000 Liters

Main Sprinkler Pump Capacity -2280 LPM

Jockey Pump Capacity -180 LPM

Frictional pressure loss in pipe shall be calculated from the Hazen – Williams’s

formula as under:-

Pm = 6.05 (Qm1.85 / C1.85 x dm4.87)105

Where,

Pm = frictional resistance in bar per meter of pipe.

Qm = Flow in LPM.

Dm = actual internal diameter in mm.

C = frictional loss coefficient.


Page 168

L = Equivalent length and fittings (in Mtr).

For M.S. Pipe “C” value shall be 120 in sprinkler installation for calculation purpose.


Page 169

Annexure -I

Sl. No.

Name of Building Type of occupancy

Building Type

Height of Building in mtr

Fire extinguisher

As per NBC 2016

Proposed

1 OPD + Diagnostic Block+Hospital

Institutional C-1-3) 15 m & above but not exceeding 24 m in height

Required Provided

2 Ayush Hospital Institutional C-1-2) Less than 15 m in height with plot area more than 1000 sqm

Required Provided

3 Medical & Nursing College

Educational B-2) 15 m & above but not exceeding 24 m in height

Required Provided

4 Nursing Hostel Residential A-3) 2) 15 m & above but not exceeding 35m in height

Required Provided

5 PG Hostel (Married /Girl's/Boy's)

Residential A-3) 2) 15 m & above but not exceeding 35m in height

Required Provided

6 Boys Hostel (U.G) Residential A-3) 2) 15 m & above but not exceeding 35m in height

Required Provided

7 Girls Hostel (U.G) Residential A-3) 2) 15 m & above but not exceeding 35m in height

Required Provided

8 Dining Block Assembly D a) 1 ii) Less than 10 m in height, more than 300 persons

Required Provided

9 Cafeteria Assembly D a) 1 i) Less than 10 m in height, upto 300 persons

Required Provided

10 Director Residence Residential A-2) One or two family private dwellings

Not Required

Provided

11 Guest house Residential A-1 ii) More than 15 & upto 30 rooms

Required Provided

12 Night Shelter Residential A-3 1) Less than 15 m in height Required Provided

13 Type -II & III Integrated Apartments

Residential A-4-2) 15 m & above not exceeding 35 m in height

Required Provided

14 Type-IV Apartments Residential A-4-2) 15 m & above not exceeding 35 m in height

Required Provided

15 Type-V Apartments Residential A-4-2) 15 m & above not exceeding 35 m in height

Required Provided

16 Shopping Center Mercantile F a) 1 i)

Less than 15 m in height, ground plus one storey with total of all floor area not exceeding 500 sqm

Required Provided

17 Auditorium Assembly D-a) 1) ii) Less than 10 m in height, more than 300 persons

Required Provided


Page 170

S.No. Name of Building Type of occupancy

Building Type


First Aid Hose Reel

As per NBC 2016

Recommended



Required Provided


Required Provided



Required Provided


Required Provided

5 PG Hostel (Married/ Girl's/Boy's)


Required Provided


Required Provided


Required Provided


Required Provided


Required Provided


Not Required Not Provided


Required Provided

12 Night Shelter Residential A-3 1) Less than 15 m in height Required Provided



Required Provided


Required Provided


Required Provided



Required Provided


Required Provided


Page 171

S.No. Name of Building Type of occupancy

Building Type

Height of Building in mtr.

Wet Riser

As per NBC 2016

Recommended



Required Provided


Required Provided



Not Required Provided



5 PG Hostel (Married/Girl's/Boy's)









9 Cateteria Assembly D a) 1 i) Less than 10 m in height, upto 300 persons






12 Night Shelter Residential A-3 1) Less than 15 m in height Not Required Not Provided











17 Auditorium Assembly D-a) 1) ii)

Less than 10 m in height, more than 300 persons



Page 172

S.No. Name of Building

Type of occupancy

Building Type


Down comer

As per NBC 2016

Recommended



Not Required

Not Provided


Not Required

Not Provided



Required Provided


Required Provided



Required Provided

6 Boys Hostel (U.G)


Required Provided

7 Girls Hostel (U.G)


Required Provided


Required Provided


Required Provided

10 Director Residence

Residential A-2) One or two family private dwellings

Not Required

Not Provided


Not Required

Not Provided

12 Night Shelter Residential A-3 1) Less than 15 m in height

Not Required

Not Provided



Required Provided


Page 173

14 Type-IV Apartments


Required Provided

15 Type-V Apartments


Required Provided

16 Shopping Center

Mercantile F a) 1 i)


Not Required

Not Provided


Required Provided


Type of occupancy

Building Type


Yard Hydrant

As per NBC 2016

Recommended

1

OPD + Diagnostic Block+Hospital


Required Provided

2 Ayush Hospital

Institutional C-1-2) Less than 15 m in height with plot area more than 1000 sqm

Required Provided



Not Required

Provided

4 Nursing Hostel


Not Required

Provided



Not Required

Provided

6 Boys Hostel (U.G)


Not Required

Provided



Not Required

Provided


Not Required

Provided

9 Cafeteria Assembly D a) 1 i) Less than 10 m in Not Provided


Page 174

height, upto 300 persons

Required



Not Required

Provided


Not Required

Provided


Not Required

Provided



Not Required

Provided



Not Required

Provided



Not Required

Provided

16 Shopping Center

Mercantile F -1-2 Below 15 Not Required

Provided

17 Auditorium Assembly D-1-2 Below 10 Not Required

Provided


Type of occupancy

Building Type


Sprinkler

As per NBC 2016

Recommended

1

OPD + Diagnostic Block+ Hospital


Required Provided

2 Ayush Hospital

Institutional C-1-2) Less than 15 m in height with plot area more than 1000 sqm

Required Provided




4 Nursing Hostel



5 PG Hostel (Married/Girl'

Residential A-3) 2) 15 m & above but not exceeding 35m in



Page 175

s/Boy's) height

6 Boys Hostel (U.G)


























16 Shopping Center

Mercantile F a) 1 i)






Page 176

Sl. No.


Building Type


Terrace Pump

As per NBC 2016

Recommended



Not Required

Not Provided


Not Required

Not Provided



900 LPM -1 No.

900 LPM -1 No.


900 LPM -1 No.

900 LPM -1 No.



900 LPM -1 No.

900 LPM - 1 No.


900 LPM -1 No.

900 LPM - 1 No.


900 LPM -1 No.

900 LPM - 1 No.


900 LPM -1 No.

900 LPM - 1 No.


450 LPM -1 No.

450 LPM -1 No.


Not Required

Not Provided


450 LPM -1 No.

450 LPM -1 No.


450 LPM -1 No.

450 LPM -1 No.



900 LPM - 1 No.

900 LPM - 1 No.


900 LPM - 1 No.

900 LPM - 1 No.


900 LPM - 1 No.

900 LPM - 1 No.


Less than 15 m in height, ground plus one storey with total of all floor area not

450 LPM -1 No.

450 LPM -1 No.


Page 177

exceeding 500 sqm

17 Auditorium Assembly D-a) 1) ii)

Less than 10 m in height, more than 300 persons

900 LPM - 1 No.

900 LPM - 1 No.

Sl. No.


Building Type


Terrace Tank Capacity

As per NBC 2016

Recommended



20 KLD To be Provided - 20 KLD

2 Ayush Hospital Institutional C-1-2)

Less than 15 m in height with plot area more than 1000 sqm
























13 Type -II & III Integrated Residential A-4-2) 15 m & above not exceeding 35 m in

25 KLD To be Provided -


Page 178

Apartments height 25 KLD










Note:- The table given above is as per NBC 2016 Requirements. This needs to be

correlated with respective Bye laws provisions also & accordingly system needs to be

devised. Also, any building not appearing in this table shall be dealt with as per NBC 2016

norms & bye laws provisions.


Page 179

M. Design Basis Report - Acoustical Design

1. Basis of Acoustical Design:

a) Exterior Noise Transmission to Interior: The project site is subjected to noise from

railway operations (Gorakhpur Junction railway station) and airport operations

(Mahayogi Gorakhnath Airport) that also include military aircrafts. These are

transient events during which noise levels for a short period can increase

significantly. Transmission of exterior noise to interior is major consideration on

this project.

b) Interior Sound Isolation: The objective of sound isolation is to limit sound

transmission from one space to other. Appropriate sound isolation assures

“sound/conversation privacy” between spaces. The design is dependent on noise

level of the source and sensitivity of the receiver. Sound is typically isolated from

one space to other by optimum design of the separation (partitions, doors

windows). Sound Isolation is measured in terms of Sound Transmission Loss or

Sound Transmission Class (STC). The STC rating is a single number descriptor that

is derived from the transmission loss.

c) Sound Absorption: The objective of sound absorption is to provide a space with

good listening conditions by limiting reverberation and reflections.

d) Background Noise from Building systems: Building systems include HVAC,

Electrical, Plumbing. Noise from these systems. Noise from these systems typically

control the background noise levels. Noise levels from these systems are evaluated

on the basis of established NC (Noise Criteria) levels.

2. Exterior to Interior Noise transmission

To minimize the impact of exterior noise transmission to the interior, an acoustically

effective exterior assembly has been designed. The acoustically effective exterior

assembly shall be used in the following areas (Details given in the drawings):

Hospital and AYUSH block – all areas except at waiting areas

Auditorium – In Seminar Hall, 20-Seater Conference, Green Rooms, and VIP

Lounge

Medical and Nursing College – All areas on north, west, and east facades

To minimize the impact of exterior noise transmission to the interior, an

acoustically effective Aluminium window section with combination of Glass and

PVB proposed for the above areas shall be as follows:

(a) 8mm Glass Heat Strengthened (SAINT-GOBAIN/ASAHI) + 0.76mm Acoustic

PVB (SAFLEX/SEKISUI) + 0.76mm Clear PVB (SAFLEX/SEKISUI) + 8mm Green


Page 180

Solar Control Low-e Coated Glass Heat Strengthened (SAINT-

GOBAIN/ASAHI) (Exterior Face) + 20mm Airgap (HERMATICALLY SEALED) +

10mm Clear Glass Heat Strengthened (SAINT GOBAIN/ASAHI) + 0.76mm

Acoustic PVB(SAFLEX/SEKISUI) + 0.76mm Clear PVB(SAFLEX/SEKISUI) +

10mm Clear Glass Heat Strengthened (SAINT-GOBAIN/ASAHI)(Inner Face)

(VLT ≥ 35% , SHGC ≤ 0.25, U-value ≤ 1.8 W/sqm K) for usage in the area as

proposed above.

(b) Exterior-6mm thick Green tinted toughened glass-12 mm thick air gap

(HEARMATICALLY SEALED) -6mm thick high performance toughened glass

(Inner Face) DGU (VLT ≥ 35% , SHGC ≤ 0.25, U-value ≤ 1.8 W/sqm K). shall

be used in common areas viz. Waiting Lobbies of the above referred buildings.

(c) Clear float glass SGU for residential areas viz. Director's Residence, Guest House,

Apartments, Hostels etc. The thickness of float glass shall depend on the size of panel

subject to minimum of 6 mm thickness.

All glazing assemblies, including the specialized acoustically effective exterior

assembly, shall meet all other requirements of the project, such as thermal insulation

requirements, and be hermetically sealed.

The sound transmission loss of the effective acoustically effective exterior assembly

(frame plus glass) shall be certified by a test report from an independent acoustical

testing laboratory. The test report shall be submitted for approval prior to any

fabrication. The test method shall meet ASTM E90-87 for the laboratory measurements

of airborne sound transmission loss. The assembly shall meet or exceed the following

third-octave band sound transmission values indicated in Table 1. The transmission

loss values of the actual acoustically effective assembly being tested may deviate from

the values only within the following restrictions:

a) The difference in third-octave band levels shall be defined as the transmission loss

value of the potential assembly minus the specification value. The summation of

these differences for the 100 Hz through 160 Hz 1/3 octave bands must be greater

than or equal to zero.

b) The transmission loss values of the potential assembly in all third-octave bands

between and inclusive of 200 Hz and 630 Hz shall meet or exceed the specification

value.

c) The transmission loss values of the potential assembly in all third-octave bands

greater than or equal to 800 Hz can vary from indicated provided the sum of the

variations is equal to zero.

d) The STC rating of the potential assembly shall be equal to greater than the specified

value.


Page 181

3. Sound Isolation

Sound isolation is measured in terms of Sound Transmission Loss or Sound

Transmission Class (STC). The STC is an integer rating of how well a building

separation attenuates airborne sound. The STC number is derived from transmission-

loss values, which are then plotted on a sound pressure level graph and the resulting

curve is compared to a standard reference contour. In its calculation, the performance

below 125 Hz and above 4,000 Hz is not taken into consideration. The interior

separations indicated on the drawings are chosen on the basis of the sound isolation

requirements. If the interior separations are altered then the altered assembly should

meet the STC requirements as outlined in Tables 2A through 2G.

Doors are a major sound transmission path. In spaces where sound transmission is

considered important, doors with seals or other sound reducing elements are designed:

a) At spaces where speech privacy is considered an important factor, doors with seals

and drop threshold are designed. During construction of these doors quality control

must assure that there are no gaps in any of the perimeter seals. The drop threshold

must also be chosen to match the door size and must be adjusted to drop

appropriately so that the door opens without dragging the seal and closes to create

an air tight seal.

b) At Air Handling Rooms: It is assumed that metal doors that are air tight will be

provided. These will also serve to reduce noise transmission.

Other construction factors that could impact the overall performance are indicated

below and construction shall follow these finer points.

a) All walls shall be constructed with by filling all the gaps between the bricks with

cement. No gaps shall be left within, at the ends, top or bottom.

b) Electrical or other outlet boxes in walls shall not be placed back to back. There must

be minimum of 15 mm of brick/cement behind the outlet box.

c) All duct and pipe penetrations should be sealed air tight.

4. Sound Absorption

Sound absorbing materials are an important design aspect in spaces where

intelligibility of speech is an important aspect of the space. Sound absorbing materials:

Reduces Reverberation: In spaces with hard surfaces the sound generated

persist for a longer time due to a mechanism called reverberation. Sound

reverberation reduces speech intelligibility and can also be annoying, as it’s

http://en.wikipedia.org/wiki/Integer

http://en.wikipedia.org/wiki/Building

http://en.wikipedia.org/wiki/Sound


Page 182

perceived as higher background noise. The addition of acoustically absorbing

materials reduces reverberation.

Reduces Echoes: Parallel hard surfaces can produce flutter echoes, reflection of

sound back and forward. The addition of acoustically absorbing materials

reduces reverberation.

The acoustical properties of sound absorbing materials are defined in terms of the

Noise Reduction Coefficient (NRC). NRC is a measure of the amount sound

energy absorbed by a surface. Tables 3A through 3G present the required sound

absorbing materials that are part of the design of the project. If the area to be covered

and the NRC value is indicated. If alternate coverage area is chosen or alternate NRC

values are chosen then the following rule must be followed. Alternate areas to be

covered x (multiply) alternate NRC must be greater than equal to the original areas to

be covered x (multiply) original NRC.

5. Building System (HVAC, Electrical) Noise and Vibration Control

The design goals for maximum room noise levels for the building systems are stated in

terms of noise criteria (NC) levels. The background noise level from continuous noise

with all systems in operation shall not exceed the values indicated in Table 4. In the

event the equipment produces pure tone components, an NC Criterion, which is 5

decibels lower, will be used.

Design Considerations:

a) Sound attenuating devices, including sound attenuators, acoustical louvers, duct,

plenum and equipment room lining, acoustical flexible ducting, barriers, enclosures

etc., shall be used to meet the required noise criteria.

b) For equipment, such as air handling unit inlet, outlet and casing radiated sound

power levels shall be considered in evaluating the equipment for compliance with

the noise criteria. Acoustical analysis on the basis of inlet, outlet and casing radiated

sound power levels shall be performed to determine sound attenuator, duct lining,

casing lining, enclosure, room ling requirements. The design has taken into

consideration 1 to 3 meters of internal duct lining and a plenum at the outlet side of

the unit. Where additional noise control is required sound attenuators and or deep

lining of the plenum should be considered.

c) Turbulence-generated noise is function of velocity and is generally generated at

elbows and transitions. The main ductwork has been designed for velocity less than

1600 FPM. If this velocity is exceeded, noise attenuation should be considered.

d) Select all terminal boxes, grilles and diffusers for noise level of 7 points the space NC


Page 183

design criteria.

e) We are assuming air handlers to be double wall units with a noise level of 75 dBA at

1 meter from the unit.

f) Vibration Isolation: All equipment in occupied spaces shall be vibration isolated.

The vibration isolation shall be installed such that the noise emanating from the

vibration aspects of the equipment shall be NC pints below the room criteria. All

building code requirements for seismic restraint parameters will be met by the

vibration isolation system. Vibration isolation mounting frames and/or brackets of

sufficient strength and stiffness will be used to carry the load of the equipment

without causing mechanical distortion or stress to the equipment.

g) Flexible connections at motors shall be provided. The minimum length shall be

based upon distance required for 360-degree loop.


Page 184

Table 1 – Transmission Loss Values for Acoustically Effective Assembly

Third-Octave Band Sound Transmission Loss, dB STC

100 125 160 200 250 315 400 500 630 800 1000 1250 1600 2000 2500

36 37 40 39 42 44 45 46 47 49 50 51 53 55 57 49

Table 2A – STC Ratings of Hospital Block

OR

Pat

ien

t (S

leep

ing)

Co

nsu

ltat

ion

Exa

m

Wai

tin

g ar

ea

pla

nt

roo

m f

or

LIN

AC

Ris

er

Tre

atm

ent

Nu

rses

ro

om

Pan

try

Eq

uip

me

nt

roo

m

Co

rrid

or

Jan

Dem

o r

oo

m

Do

cto

rs d

uty

, ro

om

Sho

e ch

ange

Patient (sleeping) 50 50 50 50 50 50

consultation 50 50

Waiting area 50 50

Corridor 50 45 45 60 50 45 50 45 45

Medic 50 50 45

ENS 50 45 45

Jan 45

DU, CU 45 45 50

treatment 50 50 50 50 45

Store 45 45

WC 50 45

Nurses room 50 50

Pantry

Equipment room

Doctor duty 50 50

Doctors room 50 50 50 50

Change

MEP 55

Pre-OP 50


Page 185

Table 2A continued – STC Ratings of Hospital Block

ME

P

Rec

ov

ery

An

asth

esis

t

Staf

f b

ase

Do

cto

rs lo

un

ge

Ch

ange

ro

om

Co

nfe

ren

ce R

oo

m

Off

ices

Staf

f R

oo

m

Sam

ple

Co

llec

tio

n

X-R

ay R

oo

m,

Ult

raso

un

d

Co

ntr

ol

Hae

mo

dia

lysi

s

Slu

ice

Ho

t L

ab

Fam

ily

Co

un

cil

Din

ing

Inte

rvie

w

Exe

rcis

e T

her

apy

Patient (sleeping) 50 45

consultation 50

Waiting area 45 50

Corridor 50 50 50 50 45 45 50 45 45 45 50 45 45 45 45 45

Medic 50 50

ENS

Jan

DU, CU

treatment 50

Store 45

WC 50 50 50 50 50 50

Nurses room

Pantry

Equipment room

Doctor duty

Doctors room

Change 45

MEP

Pre-OP 50


Page 186


Din

ing

Inte

rvie

w

Exe

rcis

e T

her

apy

OR

Co

nsu

ltat

ion

Exa

m

Tre

atm

ent

Eq

uip

me

nt

roo

m

Co

rrid

or

Anasthesist

Prep room 45 Ansthesist consulting room

Doctors lounge 50

Nurses lounge 50

Relatives room

Lab

Reception 50

Blood Transfusion

Registration 50

OR Plant

Conference Room

Office 50

Staff Room

X-Ray, Ultrasound

MRI 50

CT 50 50

Observation Cubicle 50

Planning 50

Panel Room 50 50

Interview 50

Shared Work Area

Dining 50 50

Catering 45 50

Exercise Therapy 45

Multipurpose Hall 50

Stairwell 50


Page 187


ME

P

Pat

ien

t ch

ange

Staf

f b

ase

Nu

rses

lou

nge

Co

nfe

ren

ce R

oo

m

Lab

Off

ices

Staf

f R

oo

m

X-R

ay R

oo

m,

Ult

raso

un

d

Co

ntr

ol

Hae

mo

dia

lysi

s

Slu

ice

Inje

ct R

oo

m

Anasthesist

Prep room 45 Ansthesist consulting room

Doctors lounge 50

Nurses lounge

Relatives room 50 50

Lab 50 45

Reception 50 50

Blood Transfusion 50

Registration

OR Plant 60

Conference Room 50

Office 50 50

Staff Room 45

X-Ray, Ultrasound 50 50

MRI 50

CT 50 45

Observation Cubicle 50 50

Planning

Panel Room

Interview

Shared Work Area 50

Dining

Catering

Exercise Therapy

Multipurpose Hall

Stairwell


Page 188

Table 2B – STC Ratings of Night Shelter

Space Do

rm

Pri

vat

e R

oo

m

Was

hin

g/D

ryin

g

Lo

bb

y

Co

rrid

or

Co

ok

ing

Was

h

To

ilet

s

Dorm 50 55 45 50 55 Private Room 50 45 50 Private Office 45 50

Lobby 50

Dining 45 45

MEP 55 45 50 Service Room 50 45

Table 2C – STC Ratings of Ayush Block

Space

Co

nsu

ltat

ion

Pri

vat

e O

ffic

e

ME

P

Dis

pen

sary

mas

sage

ro

om

wai

tin

g h

all

Cab

in

mee

tin

g ro

om

To

ilet

DU

CU

Pat

ien

t sl

eep

ing

Co

rrid

or

Consultation 50 50 45

Private Office 50 45

Lobby/Reception 40 45 55 45 50

Toilet 45 45

Corridor 50 50 55 45 50 45 45

Nurse station 60 55 45 45

Work stations 45 45 45

Cabin

Registration

patient sleeping 50

MEP 50

Massage room 45

Store 50 45 45 45

Dispensary 45

Hall 45 45


Page 189

Table 2D – STC Ratings of Auditorium

Space

Mu

ltip

urp

ose

VIP

Lo

un

ge

To

ilet

ME

P

Co

rrid

or

Gre

en r

oo

m

Sto

re r

oo

m

Pan

try

AH

U r

oo

m

CH

ro

om

Mai

n h

all

Co

ntr

ol

roo

m

Multipurpose 50 45 45

Conference 60 45 45

Lobby/Reception 55 45

Toilet 50 45 50 45 45 50 45

MEP 45 45

Corridor 45 45 45 60 45 50

Auditorium 50 50 60 45

Stage 50 50 50 60 45

CH room 45 45

Main hall 45 55

Vestibule 50

Seminar hall 45

Exhibit space 45 50

Anti room 50 45

Table 2E – STC Ratings of Shopping Complex

Space

To

ilet

Sho

p

kit

chen

Co

rrid

or

ME

P

Toilet 50 45 50

Corridor 45

Shop 45

Store 45 45 45

Pharmacy 45 45 45

Workers room 45

Food court 45 45

Table 2F – STC Ratings of Cafeteria and Dining Blocks

Space

To

ilet

ME

P

Din

ing

Are

a

Man

ager

ro

om

Toilet 50

Service Room 50

Dining area 50 45

Dish wash 45

Locker room 45

Corridor 45


Page 190

Table 2G – STC Ratings of Medical College

Space

Pri

vat

e O

ffic

e

Lab

, Dis

sect

ion

Hal

l

Mu

ltip

urp

ose

Lo

un

ge

Co

nfe

ren

ce

Op

en O

ffic

e

Lo

bb

y/R

ecep

tio

n

Cla

ssro

om

Lec

ture

Hal

l

Pre

p/D

emo

To

ilet

ME

P

Co

rrid

or

Sto

rage

ro

om

Rep

rogr

aph

ic

Caf

eter

ia

Lib

rary

Pri

nci

pal

PA

Off

ice

Lab, Dissection Hall 45 50 50 45 50 45 40 50 50 45 50 50 45

Multipurpose 50 45 45

Conference 50 50 50 50 50 50 50 50 50 50 60 45 55

Private Office 50 50 50 50 50 50 50 50 50 50 50 45 50 55 50 45

Open Office 45 45 45 50 50 45 50 45 50 50 45 45 50

Lobby/Reception 50 50 45 45 45 50 40 45

Classroom 50 50 50 50 50 45 45 50 50 50 50 45

Lecture Hall 55 50 55 50 50 50 45 50 55 50 50 50 45 50

Prep/Demo 45 45 45 45 50 45 45 50 45 40 50

Toilet 50 50 50 50 50 50 45 50 50 45 50 50

MEP 60 60 50 50 50 50 50 50 50

Corridor 45 45 45 45 45 45 45 50 40 45 45

Museum 50 50 50 50 50

Boys common room 50 50 50 55 45

store 45 50 50 45 Lounge/Common Room 50 50 50 50

55 45 45

Reprographic 50 45

Library 50 50 55 45

Lecture Theatre 50

Stairwell 45 50

Demo Room

Storage 50 50


Page 191

Table 2G – STC Ratings of Medical College (continued)

Space

Staf

f R

oo

m

A/V

Ro

om

Lib

rari

an

Lec

ture

Th

eatr

e

Tec

hn

ical

Ro

om

Mu

seu

m

Res

earc

h

Cen

tral

Ph

oto

grap

hy

U

nit

, Med

ical

Ed

uca

tio

n

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Lab, Dissection Hall 50 45 50

Multipurpose

Conference

Private Office 50 50 50 50

Open Office 45

Lobby/Reception

Classroom 50

Lecture Hall 55 50

Prep/Demo

Toilet

MEP 50

Corridor 45 45 45 45 45 45 45 45

Museum

Boys common room

store Lounge/Common Room 50 50 50

Reprographic 50 50

Library 45 50

Lecture Theatre 50

Stairwell

Demo Room 50 45 50

Storage


Page 192

Table 3A – Finish Recommendations for Hospital and Ayush Blocks

Hospital and Ayush Blocks

Space Ceiling Coverage Wall Coverage

Arrival Hall 70% NRC 0.70

Dining, Cafeteria 80% NRC 0.70

OPD Consult Rooms 100% NRC 0.70

OPD Exam Rooms 100% NRC 0.70

OPD Sub Waiting Areas 100% NRC 0.70

X-Ray Rooms 100% NRC 0.70

Ultrasound Rooms 100% NRC 0.70

MRI Room

CT Scan Room 100% NRC 0.70

LINAC 100% NRC 0.70

4 Bed Ward Module 70% NRC 0.70 Departmental Office and Doctor's and Nurse's Room 100% NRC 0.70

25% NRC 0.80

Meeting Rooms 100% NRC 0.70 25% NRC 0.80

Treatment Room 100% NRC 0.70

Isolation Room 100% NRC 0.70

Operation Theatre Control 100% NRC 0.70

Pre/post Op 100% NRC 0.70

Change Complex 100% NRC 0.70

Labour Room 100% NRC 0.70

Ante-Natal Ward 100% NRC 0.70

Eclampcia Room 100% NRC 0.70

Lift Lobby 100% NRC 0.70

Corridor 100% NRC 0.70


Page 193

Table 3B – Finish Recommendations for Medical and Nursing College

Medical and Nursing College

Space Ceiling Coverage

Wall Coverage

Director's, President's Office, Meeting Rooms, Conference Rooms

100% NRC 0.70 25% NRC 0.80

Departmental Office and all other offices 100% NRC 0.70 25% NRC 0.80

Library 100% NRC 0.70

Examination Hall 100% NRC 0.70

Demonstration Room 100% NRC 0.70

Lecture Hall 100% NRC 0.70

Laboratories, Museums 100% NRC 0.70

Dissection Hall 100% NRC 0.70

Table 3C – Finish Recommendations for Auditorium

Auditorium


Wall Coverage

Seminar Hall 100% NRC 0.70

70% NRC 0.80 on rear wall

Conference Room (20 Seater)

80% NRC 0.70

25% NRC 0.80

Multipurpose Hall 100% NRC 0.70

25% NRC 0.80

Main 500 Seater Hall 30% NRC 0.80

70% NRC 0.80 on rear wall

VIP Lounge 50% NRC 0.80 -

Green Rooms 70% NRC 0.70 -

Table 3D – Finish Recommendations for Hostels

Hostels


Wall Coverage

Office 100% 0.70 -

Table 3E – Finish Recommendations for Director’s Residence



Wall Coverage

Director's Office 100% NRC 0.70 -

Table 3F – Finish Recommendations for Guest House


Page 194

Guest House


Wall Coverage

Dining 40% NRC 0.70 -

Meeting Room cum Lounge 80% NRC 0.70

25% NRC 0.80

Table 3G – Finish Recommendations for Dining and Cafeteria Blocks

Dining and Cafeteria


Wall Coverage

Food Court, Seating Areas 70% NRC 0.70 -

Table 4 – Design NC levels

Room Type Noise Criteria Maximum

Conference Room 30

Private Offices 35

Open Offices 40

Lobbies/Reception/Waiting Areas 40

Living and Sleeping Spaces 30

Patient Rooms (Sleeping) 30

Operating/Treatment Rooms 35

Consultation Rooms 30

Exam Rooms 35

Tech Rooms 40

Labs 40

Multipurpose Halls 30

Retail Spaces 45

Lounges 35

Changing Rooms 45

Auditorium 25

Seminar Halls 30

Classrooms 35

Lecture Halls 30

Preparation/Demo Rooms 40

Toilet Rooms 45

MEP Plants N/A


Page 195

ANNEXURE-I (Finishing Schedule)


Page 196

ANNEXURE-II (TENTATIVE LIST OF MEDICAL EQUIPMENT)


Page 197

TEACHING BLOCK DEPARTMENT OF ANATOMY

Sl.No Name of the Item Department Qty Unit

1 Mortury Cooler/ Refrigerator

Anatomy 2 No.

2 Embalming Machine Anatomy 3 No.

3 Meat cutting Machine (Bakon's slicer)

Anatomy 1 No.

4 Binocular Microscope (Student)

Anatomy 50 No.

5 Binocular Microscope (for faculty and teachers) with photographic attachment

Anatomy 1 No.

6 Hot plate - Electrical Anatomy 2 No.

7 Incubator Anatomy 2 No.

8 Rotary Microtome Anatomy 1 No.

9 Analytical Balance Anatomy 1 No.

10 Dissection Table - Std Anatomy 10 No.

11 Dissection table small Anatomy 10 No.

12 X - Ray viewing Lobby Anatomy 40 No.

13 Water Purification System Anatomy 1 No.

14 Human Skeleton Articulated (Real Bones)

Anatomy 1 No.

15 Complete Human Bones set disarticulated (Real Bones)

Anatomy 1 No.

16 Charts (in set) Anatomy 1 No.

17 Models (in set) Anatomy 1 No.

18 Lquid Nitrogen Drum Anatomy 6 No.

19 Sledge and freezing microtome

Anatomy 1 No.

20 Refrigerator -330L (Laboratory type)

Anatomy 1 No.

21 Dissecting Microscope Anatomy 2 No.

22 Centrifuge Machine (Table top centrifuge)

Anatomy 2 No.

23 Laminar Air Flow Chamber Anatomy 4 No.

24 Deep freezer (-20 deg C) Anatomy 2 No.

25 Deep freezer (-80 deg C) Anatomy 2 No.

26 Paraffin water bath Anatomy 2 No.

27 Water bath serological Anatomy 3 No.

28 Paraffin embedding system Anatomy 1 No.


Page 198

29 Plastination Equipment Anatomy 1 No.

30 Inverted Microscope Anatomy 1 No.

SUB TOTAL

DEPARTMENT OF BIOCHEMISTRY


1 Blood gas analyzer Biochemistry 2 No.

2 Analytical balance(Hi end) Biochemistry 4 No.

3 Handheld Particulate counter

Biochemistry 2 No.

4 Hot air oven Biochemistry 3 No.

5 Incubator Biochemistry 4 No.

6 Biosafety Cabinet Biochemistry 1 No.

7 Liquid Nitrogen Drum Biochemistry 3 No.

8 Ultra Sonicator Biochemistry 2 No.

9 Orbital shaker Biochemistry 1 No.

10 Gradient PCR Machine Biochemistry 2 No.

11 Real time PCR Biochemistry 2 No.

12 Chemiluminescence & Gel imaging & analysis system

Biochemistry 1 No.

13 Vertical Laminar flow bench with Hepa filter

Biochemistry 1 No.

14 Vertical gel electrophoresis Biochemistry 4 No.

15 Electrolyte analyzer Biochemistry 2 No.

16 HPLC system Biochemistry 1 No.

17

Random access high throughput fully automated chemistry analyzer

Biochemistry 1 No.

18

Random access medium throughput fully automated chemistry analyzer

Biochemistry 3 No.

19 Elisa reader with washer and shaker

Biochemistry 2 No.

20 Laminar flow with PCR Biochemistry 2 No.

21 Vertical Laminar flow bench with Hepa filter

Biochemistry 2 No.

22 UV Visible Double Beam Spectrophotometer

Biochemistry 1 No.

23 Ultra Centrifuge Biochemistry 1 No.

24 Refrigerated centrifuge Biochemistry 1 No.

25 Refrigerated Microcentrifuge

Biochemistry 4 No.

26 Water Purification System Biochemistry 2 No.

27 Cell counter and sizer Biochemistry 1 No.


Page 199

28 Semiauto analyzer Biochemistry 4 No.

29 Laminar airflow for cell culture

Biochemistry 2 No.

30 Top loading balance Biochemistry 6 No.

31 Binocular microscope Biochemistry 12 No.

32 Nano spectro bio photometer

Biochemistry 1 No.

33 Flurescent microscope Biochemistry 2 No.

34 Inverted microscope with PC

Biochemistry 2 No.

35 CO2 incubator Biochemistry 1 No.

36 ICE flaking machine Biochemistry 1 No.

37 Autoclave (vertical) Biochemistry 2 No.

38 Refrigerator (300-380L) Biochemistry 8 No.

39 BOD incubator Biochemistry 2 No.

40 All glass distillation apparatus

Biochemistry 1 No.

41 Bench top Flowcytometer Biochemistry 1 No.

42 Peristaltic pump Biochemistry 2 No.

43 Agarose gel electrophoresis system

Biochemistry 4 No.

44

Random access small through put fully automated clinical chemistry analyzer

Biochemistry 2 No.

45 Vertical deep freezer -20deg

Biochemistry 4 No.

46 Vertical deep freezer -80deg

Biochemistry 2 No.

47 Fully automated chemiluminiscence immunoassay analyzer

Biochemistry 1 No.

48 Elisa reader Biochemistry 2 No.

49 Microplate multimode reader

Biochemistry 1 No.

50 HPLC based automated analyzer for HbA1c & hemoglobinopathy testing

Biochemistry 1 No.

51 Fraction collection Biochemistry 1 No.

52 Lyophilizer Biochemistry 1 No.

53 Beta counter Biochemistry 1 No.

54 Transilluminator with UV stand and UV torch

Biochemistry 1 No.

55 Western blot apparatus Biochemistry 2 No.

SUB TOTAL

DEPARTMENT OF PHYSIOLOGY


Page 200


1 Binocular microscope - Students

Physiology 50 No.

2 Trinocular microscope - Teaching

Physiology 2 No.

3 Priestly Smith Perimeter Physiology 20 No.

4 Ophthalmoscope Physiology 4 No.

5 Olfactometer Physiology 1 No.

6 Thermal aesthesiometer - Digital

Physiology 1 No.

7 Von frey Aesthesiometer Physiology 1 No.

8 Dales Organ bath Physiology 20 No.

9 Lab refrigerator Physiology 1 No.

10 Refrigerated centrifuge Physiology 1 No.

11 Electronic Muscle Stimulator

Physiology 3 No.

12 Storage Oscilloscope - 4 channel

Physiology 1 No.

13 Physiograph 3 channel Physiology 12 No.

14 Water purification system Physiology 1 No.

15 Lagendroff's Apparatus Physiology 4 No.

16 Single channel physiological recorder

Physiology 20 No.

17 ECG machine 12 channel Physiology 3 No.

18 ECG machine single channel

Physiology 5 No.

19 Algometer Physiology 1 No.

20 Kymograph with accessories

Physiology 20 No.

21 EEG Physiology 1 No.

SUB TOTAL

DEPARTMENT OF COMMUNITY MEDICINE


1 Comparator, Nessler Community Medicine 4 No.

2 Barometer - Precision, Fortin

Community Medicine 1 No.

3 Barometer - Aneroid with thermometer


4 Hygrometers, wet and dry bulb


5 Binocular Microscope (For students)



Page 201

6 Binocular Microscope (For Teachers)


7 Continuous Dichotomous Ambient Particulate Monitor


8 Continuous Emissions Monitoring System


9 SO3 Analyzer Community Medicine 2 No.

10 CO Analyzer Community Medicine 2 No.

11 Enhanced Trace Level SO2 Analyzer


12 Dosimeter Community Medicine 2 No.

13 Dissecting Microscope (10 X)


14 Analytical Balance 200 gm Community Medicine 4 No.

15 Centrifuge clinical Community Medicine 2 No.

16 Water Purification System Community Medicine 1 No.

17 CO2 incubator Community Medicine 1 No.

18 Auto analyser Community Medicine 1 No.

19 Fat Extraction Community Medicine 1 No.

20 Incubator, electric Community Medicine 1 No.

21 Biological safety cabinet Community Medicine 1 No.

22 Intra Uterine device insertion trainer


23 Ultrasound machine Community Medicine 1 No.

24 Portable Flash Autoclave Community Medicine 2 No.

25 Otorhinolaryngoscope Community Medicine 5 No.

26 Ph Meter Community Medicine 10 No.

27 Aspirators/ Suction Tubes



Page 202

28 ECG Machine (12 channel)


29 Fetoscope Community Medicine 10 No.

SUB TOTAL

DEPARTMENT OF MICROBIOLOGY

Sl.No Name of the Item Department Qty

1 Ultraviolet/White light transilluminator

Microbiology 1 No.

2 Analytical Weighing Scale – electronics

Microbiology 2 No.

3 Laboratory Autocalve- Microprocessor controlled Stainless steel horizontal

Microbiology 1 No.

4 Bio safety cabinet Class II A Microbiology 2 No.

5 Bio safety cabinet Class II B Microbiology 1 No.

6 CO2 Incubator Microbiology 1 No.

7 Micro pipette adjustable, 20ul,50ul,100ul,1000ul capacity

Microbiology 2 sets of

2

8 Deep freezers -20 deg C Microbiology 1 No.

9 Deep freezers -800C- Vertical

Microbiology 1 No.

10 Electronic pipettes digitally adjustable

Microbiology 4 No.

11 Pharmaceutical refrigerators

Microbiology 4 No.

12 Laminar Airflow work station with HEPA filter complete

Microbiology 2 No.

13 Automated tissue grinder(Homozenizer)

Microbiology 1 No.

14 Automated continuous monitoring stand alone blood culture system

Microbiology 1 No.

15

Table top refrigerated centrifuged with accessories with adjustable rotor to hold different size tubes

Microbiology 1 No.

16 Walk-in-cooler 4oC (9x8x7 ft)

Microbiology 1 No.

17 All glass distillation apparatus for D.W

Microbiology 2 No.


Page 203

18 Multi channel pipette 10-50ul, 20-200 ul

Microbiology 2 sets of

2

19 Laboratory centrifuge Microbiology 2 No.

20 Desiccator cabinet Microbiology 1 No.

21 Hot air oven microprocessor control

Microbiology 2 No.

22 Digital Standard Lab Bacteriological Incubator

Microbiology 4 No.

23 Vertical autoclave Microbiology 3 No.

24

High Air Flow sampler with media plate for collection of air sample for bacteriological monitoring of O.T, I.C.U etc.

Microbiology 1 No.

25

Polycarbonate Anaerobic Jar with charges complete ( Gas pack )to hold 5-9 plates

Microbiology 3 No.

26 Membrane filter holder with hand held vacuum pump

Microbiology 1 No.

27 Water purification system for ultrapure nuclease free water

Microbiology 1 No.

28 Fully automated Gel Documentation system with UPS back up

Microbiology 1 No.

29 UV/Visual spectrophotomètre

Microbiology 1 No.

30 Gradient Thermal Cycler with stand alone UPS

Microbiology 1 No.

31 Refrigerated centrifuge Microbiology 1 No.

32 Dry Heating block for PCR Microbiology 1 No.

33

Gel electrophoresis horizontal with compatible power pack and accessories

Microbiology 1 No.

34 Semi automated ELISA system with washers

Microbiology 2 No.

35 Water bath microprocessor controlled

Microbiology 2 No.

36 Liquid nitrogen cylinder Microbiology 1 No.

37 Positive pressure pump for tissue culture media prep.

Microbiology 1 No.


Page 204

38

Binocular Microscopes research complete for faculty and with digital imaging and morphometry soft ware with photographic attachment for each section

Microbiology 1 No.

39 Binocular Microscope - Student for UG

Microbiology 100 No.

40 Phase contrast and dark ground microscope

Microbiology 1 No.

41 Incubator BOD Microbiology 2 No.

42 Automated rapid T.B culture and drug sensitivity detection system

Microbiology 1 No.

43 Lyophilizer Microbiology 1 No.

44 Automatic Ice Flaking Machine

Microbiology 1 No.

45

Immunoanalyser (Chemiluminescence based) fully automated with UPS back up

Microbiology 1 No.

46 Orbital shaker without incubator

Microbiology 1 No.

47 Table top dispenser Microbiology 1 No.

48 Anaerobic work station with gas cylinder complete

Microbiology 1 No.

49 Real Time PCR machine with stand alone UPS unit

Microbiology 1 No.

50 Forced Air incubators microprocessor controlled 5-600C

Microbiology 1 No.

51 Sonicator Microbiology 1 No.

52 Hybridization chamber system

Microbiology 1 No.

53

Binocular Fluorescence microscope with photography attachment complete

Microbiology 1 No.

54 Refrigerated shaker Microbiology 1 No.

55 Inverted microscope with phase contrast and epi-fluoroscent attachment

Microbiology 1 No.

SUB TOTAL

DEPARTMENT OF PHARMACOLOGY


Page 205


1 Analgesiometer - Tail Flick (Digital)

Pharmacology 1 No.

2 Polygraph (Sixteen channel research)

Pharmacology 1 No.

3

Electroconvulsiometer (with ear and corneal electrodes)

Pharmacology 1 No.

4 Cook's Pole Climbing Apparatus

Pharmacology 1 No.

5 Rotarod (6 compartments)-

Pharmacology 1 No.

6 Photoactometer Pharmacology 1 No.

7 Elevated Plus Maze Pharmacology 1 No.

8 Tissue Homogenizer Pharmacology 1 No.

9 Portable Autoclave (25L) Pharmacology 1 No.

10 Incubator (20 - 100 degC)

Pharmacology 1 No.

11 Digital Spirometer Pharmacology 1 No.

12 Bicycle ergometer with digital display

Pharmacology 1 No.

13

Double beam UV spectrophotometer (UV-Vis, variable wavelength, glass and quartz cuvettes with data analysis software and computer interface and power back-up)

Pharmacology 1 No.

14

Refrigerator -20 deg C (With boxes to store samples)

Pharmacology 1 No.

15

Treadmill (motorized) for humans with cardiac moniter

Pharmacology 1 No.

16 Digital Reaction Time apparatus

Pharmacology 1 No.

17

Multiple Choice Apparatus (with digital display)

Pharmacology 1 No.

18 Critical flicker fusion apparatus

Pharmacology 1 No.


Page 206

19

Quartenary FHPLC (Fast High Pressure Liquid Chromatography) with Fluorescence + visible and PDA detectors with columns and autosampler (Inclusive Software programme + computer + printer+ Online UPS with at least 1 hr backup)

Pharmacology 1 No.

20 Water purification system for HPLC

Pharmacology 1 No.

21 ELISA reader (automated)

Pharmacology 1 No.

22 Electrolyte Analyzer Pharmacology 1 No.

23 ECG Machine 12 channel Pharmacology 1 No.

24 Student Electric Kymograph with drum

Pharmacology 4 No.

25 Isolated Organ bath Pharmacology 4 No.

26 Lab. Centrifuge Machine (Digital)

Pharmacology 2 No.

27 Electronic Balance Pharmacology 1 No.

28 Cardiac Monitor Pharmacology 1 No.

29 Multi Channel Pipette (Manual)

Pharmacology 1 No.

30

Bioelectrical Impedance Analyzer for bodycomposition

Pharmacology 1 No.

DEPARTMENT OF LAB MEDICINE AND PATHOLOGY


1 Electronic Blood Cell Counter with five part differential

Lab Medicine&Pathology

1 No.

2 Coagulation analyser, automated


1 No.

3 ESR analyser Lab

Medicine&Pathology 1 No.


Page 207

4 Automated urine analyser


1 No.

5 Binocular microscope Lab


6 High speed Cold Centrifuge


1 No.

7 Centrifuge machine (Table top)


5 No.

8 Deep freeze (-20°) Lab


9 Deep freeze (-80°) Lab


10 High speed autocalve Lab


11 Vaccum Assisted Tissue Processor


2 No.

12 Embedding Station with Hot & Cold Table & Paraffin Dispenser


2 No.

13 Microtome-SemiAutomated


2 No.

14 Cryomicrotome Lab


15 Pentahead Microscope Lab


16 Cytospin Lab


DEPARTMENT OF LAB MEDICINE AND FORENSIC MEDICINE & TOXICOLOGY


Page 208


1 Downdraft ventilated Autopsy Table with Integral Sink

Forensic Medicine &Toxicology

2 No.

2 Downdraft ventilated, Stainless steel, Dissecting Bench


2 No.

3 Air purifier Forensic Medicine

&Toxicology 2 No.

4 Cadaver lift Conveyor style Forensic Medicine

&Toxicology 2 No.

5 Weighing Machine for dead bodies


1 No.

6 Weighing Machine for organs/fetus


3 No.

7 Oscillating Electric Autopsy Saw


2 No.

8 Dissecting Instruments (as per list attached)


1 set

9 Cadaver/ Autopsy carrier Forensic Medicine

&Toxicology 3 No.

10 Mobile X- Ray system Forensic Medicine

&Toxicology 1 No.

11 Student upright Binocular Microscopes


20 No.

12 Binocular research Microscope with camera attachment


1 No.

13 Analytical Digital Balance single pan


1 No.

14 Centrifuge Machine Forensic Medicine

&Toxicology 1 No.


Page 209

15 Dissecting Lights (Double Ceiling Mounts)


2 No.

16 Mortury Cooler Forensic Medicine

&Toxicology 2 No.

SPECIALITY DEPARTMENTS DEPARTMENT OF GENERAL SURGERY


1 Electro hyraulic Ot table Surgery 1 No.

2 Hydraulic OT table Surgery 1 No.

3 Laparoscope set Surgery 1 No.

4 Open surgery instument Surgery 1 set

5 ESU Surgery 3 No.

6 Ultrasonic Cutting & coag. Surgery 1 No.

7 ESU with vessel sealing Surgery 1 No.

8 Suction Machine Surgery 4 No.

9 Miscellaneous Surgery 1 Lum

SUB TOTAL

DEPARTMENT OF GENERAL MEDICINE


1 Multichannel monitor General

Medicine & Immunology

5 No.

2 Syringe infusion pump General


30 No.

3 Defibrillator General


2 No.

4 ECG Machine 12 channel General


2 No.

5 Suction Machine General


4 No.

6 LED View Box General


2 No.


Page 210

7 DVT Pump General


1 No.

8 BiPAP/ CPAP General


3 No.

9 Temporary Pacer General


1 No.

10 Miscellaneous General


1 Lum

SUB TOTAL

DEPARTMENT OF PEADIATRICS


1 Neonatal open care system Pediatrics 6 No.

2 Weighing Machine(Infant) Pediatrics 1 No.

3 Weighing Machine(nappy) Pediatrics 1 No.

4 Infantometer Pediatrics 1 No.

5 Stadiometer Pediatrics 1 No.

6 Ventilator(Neonatal) with HFO

Pediatrics 1 No.

7 Phototherapy machine single surface

Pediatrics 5 No.

8 Centrifuge machine with hematocrit reader(Capillary)

Pediatrics 1 No.

9 Micromethod bilirubin analyzer

Pediatrics 1 No.

10 Transcutaneous bilrubin analyzer

Pediatrics 1 No.

11 Oxygen hood Pediatrics 15 No.

12 Self Inflating bag,300 ml(double wall silicon)

Pediatrics 20 No.


Pediatrics 11 No.


Pediatrics 11 No.

15 Laryngoscope with different size of blade size

Pediatrics 3 No.

16 Irradiance meter Pediatrics 1 No.

17 Transport Incubator Pediatrics 1 No.

18 Air Oxygen blender Pediatrics 1 No.


Page 211

19 Weighing Machine(Pediatrics)

Pediatrics 1 No.

20 Bubble CPAP amchine Pediatrics 2 No.

21 Multiparameter monitor Pediatrics 3 No.

22 Pulse Oximeter Pediatrics 6 No.

23 Miscellaneous Pediatrics 1 Lum

SUB TOTAL

DEPARTMENT OF ORTHOPEADICS


1 Orthopedic table with attachments

Orthopedic 2 No.

2 Cautery Machine with Vessel Sealing

Orthopedic 1 No.

3 Cautery machine Orthopedic 2 No.

4 Suction machine Orthopedic 2 No.

5 C-arm Orthopedic 1 No.

6 Tourniquet Orthopedic 2 No.

7 Battery operated drills Orthopedic 1 No.

8 General orthopedic instruments (Set 1 to 6)

Orthopedic 2 Sets

9 Plaster saw and equipments

Orthopedic 2 No.

10 Arthroscopy System Orthopedic 1 No.

11 Pneumatic drill system Orthopedic 1 No.

12

Orthopaedic Bed with Balkan frame with traction attachment – 4 nos

Orthopedic 4 No.

13 Miscellaneous Orthopedic 1 Lum

SUB TOTAL

DEPARTMENT OF OPHTHALMOLOGY


1 Photo – slit lamp with applanation tonometer

Ophthalmology 1 No.

2 Noncontact tonometer Ophthalmology 1 No.

3 ND: YAG Laser- 1064 nm Ophthalmology 1 No.

4 Ophthalmic Operating Microscope

Ophthalmology 1 No.

5 Digital Fundus Camera (Mydriatic & Non - Mydriatic)

Ophthalmology 1 No.

6 Auto Refractokeratometer Ophthalmology 1 No.


Page 212

7 Visual field analyser Ophthalmology 1 No.

8 Ultrasound (A+B scan) with Pachymeter

Ophthalmology 1 No.

9 532nm Green laser Console Ophthalmology 1 No.

10 Indirect Ophthalmoscope (Wireless)

Ophthalmology 1 No.

11 Hi Speed Steam Flash Sterilizer

Ophthalmology 1 No.

12 Autolensometer Ophthalmology 1 No.

13 Hand held Kerotometer Ophthalmology 1 No.

14 Teller Acuity Charts Ophthalmology 1 No.

15 Electro hyraulic Ot table Ophthalmology 1 No.

16 Miscellaneous Ophthalmology 1 Lum

SUB TOTAL

DEPARTMENT OF PSYCHIATRY


1 Electro Convulsive Therapy (ECT) machine

Psychiatry 2 No.

2 Boyle's Apparatus Psychiatry 1 No.

3 Multi Parameter Patient Monitor

Psychiatry 1 No.

4 Psychological tests (20 tests)

Psychiatry 1 No.

5 Computerized Biofeedback Machine

Psychiatry 1 No.

6 Miscellaneous Psychiatry 1 Lum

SUB TOTAL

DEPARTMENT OF DERMATOLOGY


1 IPL( Intense Pulse Light

System) Dermatology 1 No.

2 Radiofrequency ablation

(RFA) machine Dermatology 1 No.

3 MOTOR (ELECTRIC)

DERMABRADER Dermatology 1 No.

4 Dermascope Dermatology 1 No.

5 Operating Binocular

magnifier Dermatology 1 No.

6 Trinocular Microscope

with camera attachment Dermatology 1 No.

7 Dermatology procedure

chair Dermatology 1 No.


Page 213

8 Hand foot UV

phototherapy device Dermatology 1 No.

9 Vertical Autoclave Dermatology 1 No.

10 Dermatology hand

instruments Dermatology 1 No.

11 Electro hyraulic Ot table Dermatology 1 No.

12 Cautery machine Dermatology 1 No.

13 Miscellaneous Dermatology 1 Lum

SUB TOTAL

DEPARTMENT OF ENT (OTORHYNOLARYNGOLOGY)


1 ENT Operating Microscope ENT 1 No.

2 Pure tone Audiometer ENT 1 No.

3 Tympanometer ENT 1 No.

4 OAE(screening) ENT 1 No.

5 BERA with ASSR ENT 1 No.

6 Endoscopic sinus surgery set

ENT 1 Sets

7 Shaver System cum micro

drill ENT 1 No.

8 Full HD camera with

recording system ENT 1 No.

9

Surgical instruments- ear Surgical instruments- nose/rhinoplasty Surgical instruments- tonsils & adenoids Surgical instruments- tracheostomy Surgical instruments- microlaryngeal surgery General Surgical instruments- head & neck

ENT 1 Sets

10 LED Head Light ENT 2 No.

11 Xenon head light with micro camera

ENT 1 No.

12 Bronchoscopy ENT 1 No.

13 Esophagoscopy ENT 1 No.

14 Flexible rhino-pharyngo-laryngoscope

ENT 1 No.

15 Videolaryngoscope ENT 1 No.

16 Radiofrequency Unit For ENT

ENT 1 No.


Page 214

17 Videonystagmography(VNG) ENT 1 No.

18 Electro hyraulic Ot table Dermatology 1 No.

19 Cautery machine Dermatology 1 No.

20 Miscellaneous ENT 1 Lum

SUB TOTAL

DEPARTMENT OF OBSTETRICS & GYNECOLOGY


1

Laparoscopic Surgery Set with Hysterestoscope & resectoscope with High Definition Camera & Monitor

Obstetrics & Gynecology

1 Sets

2 Portable Ultrasound & Colour Doppler


1 No.

3 Cardiotocography Machine Obstetrics & Gynecology

2 No.

4 Gynae OT Table Obstetrics & Gynecology

1 No.

5 Delivery Bed Obstetrics & Gynecology

2 No.

6 LEEP SYSTEM with Smoke Evacuator & integrated cart


1 No.

7 Cryo Surgical System Obstetrics & Gynecology

1 No.

8 Caesarean set Obstetrics & Gynecology

1 No.

9 Hysterectomy set Obstetrics & Gynecology

1 No.

10 MTP Suction Obstetrics & Gynecology

2 No.

11 Multiparameter Monitor Obstetrics & Gynecology

1 No.

12 Syringe Infusion pump Obstetrics & Gynecology

2 No.

13 ESU with Vessel Sealing Obstetrics & Gynecology

1 No.

18 Miscellaneous Obstetrics & Gynecology

1 Lum

SUB TOTAL

DEPARTMENT OF PHYSICAL MEDICINE & REHABILITATION (PMR)


Page 215


1 Treatment Tables with postural drainage

Physiotherapy 1 No.

2 DVT prophylaxis pumps (calf and ankle) One set = Pair

Physiotherapy 2 No.

3

Operation theater instruments (as per requirement) See Separate Worksheet

Physiotherapy 1 Sets

4 Exercise table Physiotherapy 2 No.

5 Tilt table (Manual) Physiotherapy 1 No.

6 Tilt Table (Motorized) Physiotherapy 1 No.

7 Parallel bar( 12ft with platform with mirror

Physiotherapy 1 No.

8 Recumbent Cycle Excerciser

Physiotherapy 1 No.

9 Movement Therapy System for upper limb and lower limb

Physiotherapy 1 No.

10 Quadriceps exerciser stand

Physiotherapy 1 No.

11 Stair training unit with ramp (wooden with straight type)

Physiotherapy 1 No.

12 Wheelchairs, folding, manual, different sizes

Physiotherapy 4 No.

13 Motorized wheelchair Physiotherapy 1 No.

14 Medical Gym Physiotherapy 1 No.

15 Hip, knee, ankle CPM Physiotherapy 1 No.

16 Shoulder CPM Physiotherapy 1 No.

17 Ultrasonic Therapy Physiotherapy 1 No.

18 Cryotherapy Physiotherapy 1 No.

19 Laser Therapy unit Physiotherapy 1 No.

20 Short wave diathermy Physiotherapy 1 No.

21 Interferential therapy Physiotherapy 1 No.

22 Moist heat therapy unit (8 Packs) Heavy duty

Physiotherapy 1 No.

23 Paraffin wax bath Physiotherapy 1 No.

24 TENS unit Physiotherapy 2 No.

25 Lumbar and cervical Traction

Physiotherapy 1 No.


Page 216

26 Combination therapy unit (Portable)

Physiotherapy 1 No.

27 Robo walk Treadmill with reverse belting and safety harness

Physiotherapy 1 No.

28 Miscellaneous Physiotherapy 1 Lum

SUPER SPECIALITY DEPARTMENTS DEPARTMENT OF CARDIOLOGY


Total Estimated

Price (INR)

1 CATH Lab including All accessories and EP

Cardiology 1 No.

2 Multiparameter Monitor

Cardiology 2 No.

3 Defibrillator Cardiology 2 No.

4 Syringe Pump Cardiology 10 No.

5 Volumetric Infusion Pump

Cardiology 4 No.

6 Ventilator Cardiology 4 No.

7 4D Echo Cardiography Cardiology 1 No.

8 X Ray Viewing Lobby 2 Film

Cardiology 2 No.

9 Suction apparatus Cardiology 3 No.

10 Crash cart Cardiology 3 No.

16 Patient warmer unit Cardiology 1 No.

19 ECG Machine 12 channel

Cardiology 1 No.

20 Mobile spot light Cardiology 2 No.

24 Refrigerator Cardiology 1 No.

25 Alternate pressure pad system

Cardiology 6 No.

26 Holter monitor Cardiology 1 No.

27 Needle Destroyer Cardiology 5 No.

31 ECG machine three Channel

Cardiology 1 No.


Page 217

32 TMT machine with ergometer or thread mill

Cardiology 1 No.

35 Tilted table Cardiology 1 No.

36 Miscellaneous and Consumables

Cardiology 1 Lum

37 Miscellaneous Cardiology 1 Lum

DEPARTMENT OF CTVS


Total Estimated

Price (INR)

1 Electro hydraulic OT Table with all accessories

CTVS 1 No.

2 Heart Lung Machine CTVS 1 No.

3 Sternal Saw CTVS 1 No.

4 Electro Surgical Diathermy

CTVS 1 No.

5 Portable Color Doppler CTVS 1 No.

6 Surgical Instrument set for various procedures

CTVS 1 Sets

7 IABP Machine CTVS 1 No.

8 ACT Machine CTVS 1 No.

9 Surgical Loupe CTVS 2 No.

10 Operating head lamps with Light source source

CTVS 1 No.

11 Patient warming system

CTVS 1 No.

12 Crash Cart CTVS 3 No.

13 Portable Ventilator CTVS 1 No.


CTVS 4 No.

15 Defibrillator CTVS 3

16 Syringe Infusion Pump CTVS 7 No.


Page 218


CTVS 4 No.


CTVS 1 No.

19 Mobile spot light CTVS 2 No.

20 X ray viewing Lobby 2 film

CTVS 2 No.

21 Induction Heater CTVS 2 No.

22 Nebulizer CTVS 6 No.

23 Arterial Blood gas Analyser

CTVS 1 No.

24 Refrigerator CTVS 1 No.


CTVS 7 No.

26 Pacemaker Single Chamber - External

CTVS 2 No.

27 Pacemaker Dual Chamber - External

CTVS 2 No.

28 Suction machine CTVS 3 No.

29 Miscellaneous CTVS 1 Lum

DEPARTMENT OF NEUROLOGY


Total Estimated

Price (INR)

1 Vedio EEG Machine Neurology 1 No.

2 4 channel EMG/NCV/EP Machine

Neurology 1 No.

3 Portable EEG Machine Neurology 1 No.

4 Portable EMG Machine Neurology 1 No.

5 32 channal VEEG Neurology 1 No.

6 Transcutaneous electrical nerve stimulator

Neurology 1 No.

7 Video Polysomnography

Neurology 1 No.


Page 219

8 ECG Machine Three channel

Neurology 1 No.

9 Mobile spot light Neurology 2 No.


Neurology 7 No.

11 Pulse oximeter Neurology 2 No.

12 Miscellaneous Neurology 1 Lum

DEPARTMENT OF NEUROSURGERY


Total Estimated

Price (INR)


Neurosurgery 1 No.

2 ICP Monitor Neurosurgery 2 No.

3 Neuro Surgical Drill with all attachments.

Neurosurgery 1 No.

4 C-Arm Image Intensifier

Neurosurgery 1 No.

5 Facial Nerve Stimultor Neurosurgery 1 No.

6 Intra Operative Nerve Monitoring

Neurosurgery 1 No.

7 Transcranial Doppler Neurosurgery 1 No.

8 Neuro Surgical hand Instruments set

Neurosurgery 2 Sets

9 Electro Surgical Diathermy

Neurosurgery 1 No.

10 PCA Pumps Neurosurgery 2 No.


Neurosurgery 1 No.

12 Multiparmaeter Monitor

Neurosurgery 2 No.

13 Defibrillator Neurosurgery 1 No.

14 Syringe Infusion Pump Neurosurgery 5 No.


Neurosurgery 2 No.


Page 220


Neurosurgery 1 No.

17 Operating Microscope Neurosurgery 1 No.

18 Miscellaneous Neurosurgery 1 Lum

DEPARTMENT OF GASTROENTEROLOGY


Total Estimated

Price (INR)

1 Argon Plasma Coagulation System

Gastroenterology 1 No.

2 C-arm with Image Intensifier


3 Cautery Machine Gastroenterology 1 No.

4 Colour Doppler (3D) Gastroenterology 1 No.

5 Defibrillator with ECG Monitor


6 Endoscopic Ultrasound Gastroenterology 1 No.

7 Fibroscan Machine Gastroenterology 1 No.

8 Molecular Adsorbent Recirculation System (MARS System)


9 Multiparameter Monitor – 5 Para


10 Non-invasive ventilator Gastroenterology 1 No.

11 Video Endoscopy System with accessories


12 Miscellaneous Gastroenterology 1 Lum

DEPARTMENT OF GASTROENTERO SURGERY


Total Estimated

Price (INR)


Page 221

1 Laparoscopic Surgery set with High Definition camera

Gastroentero surgery

1 No.

2 Cautery Machine Gastroentero surgery

1 No.

3 OPEN GENERAL SURGERY INSTRUMENTS


1 No.

4 Suction Machine (High Vacuum)


1 No.

5 Ultrasonic cutting and Coagulation device


1 No.



1 No.

7 Miscellaneous Gastroentero surgery

1 Lum

DEPARTMENT OF ENDOCRINOLOGY


Total Estimated

Price (INR)

1 DEXA SCANNER Endocrinology 1 No.

2 Miscellaneous Gastroentero surgery

1 Lum

DEPARTMENT OF SURGICAL ONCOLOGY


Total Estimated

Price (INR)

1 Defibrillator with CPR capability

Surgical Oncology

2 No.

2 Multiparameter Monitor – 5 Para

Surgical Oncology

5 No.

3 ESU with vessel sealing Surgical

Oncology 2 No.

4 Syringe Infusion Pump Surgical

Oncology 5 No.

5 Operating Table-Electro Hydraulic

Surgical Oncology

1 No.


Page 222

6

CUSA (Cavitron Ultrasonic Surgical Aspirator)

Surgical Oncology

1 No.

7 Ultrasonic Cutting & coag.

Surgical Oncology

1 No.

8 Suction Machine Surgical

Oncology 1 No.

9 Miscellaneous Surgical

Oncology 1 Lum

DEPARTMENT OF MEDICAL ONCOLOGY


Total Estimated

Price (INR)

1 Platelet Agitator Medical Oncology

1 No.

2 Apheresis Machine(Cell seperator)

Medical Oncology

1 No.

3 Hemo Analyser Medical Oncology

1 No.

4 Vein illumination device Medical Oncology

2 No.

5 Infusion Pumps Medical Oncology

10 No.

6 Laminar Flow Unit for chemotherapy

Medical Oncology

4 No.

7 Flow Cytometer Medical Oncology

1 No.

8 ECG Machine Medical Oncology

1 No.

9 Cardiac Monitor Medical Oncology

10 No.

10 Chemotherapy Chair Medical Oncology

10 No.

11 Defibrillator Medical Oncology

1 No.

12 Miscellaneous Medical Oncology

1 Lum

DEPARTMENT OF RADIATION ONCOLOGY


Total Estimated

Price (INR)


Page 223

1 Advanced High Energy Linear Accelerator(LA) System

Radiation Oncology

1 No.

3 HDR BRACHYTHERAPY Radiation Oncology

1 No.

4 CT Simulator System Radiation Oncology

1 No.

DEPARTMENT OF UROLOGY


Total Estimated

Price (INR)

1 Ultrasound machine Urology 1 No.

2 Mobile Spot Light Urology 3 No.

3 Urodynamic System Urology 1 No.


Urology 7 No.

5 X Ray Viewing Lobby 2 Film

Urology 2 No.

6 Pulse Oximeter Urology 5 No.

7 Electro hydraulic OT Table

Urology 1 No.

8 Electro Surgical Diathermy with vessel sealing system

Urology 1 No.

9 Electrosurgical diathermy

Urology 1 No.

10 Laparoscopy set Urology 1 No.

11 C-Arm Image Intensifier Unit

Urology 1 No.

12 Surgical Instrument set for various procedures

Urology 1 Sets

13 Operating head lamps with light source

Urology 1 No.


Page 224


Urology 1 No.


Urology 4 No.

16 Defibrillator Urology 1 No.

17 Syringe Infusion Pump Urology 5 No.

18 PCNL System Urology 1 No.

19 Ultra Sonic Cutting & Coagulation device

Urology 1 No.

20 ESWL Urology 1 No.

21

Holmium:Yag Laser With Accessories For Percutaneous And Retrograde Intrarenal Surgery

Urology 1 No.

22 Ureteroscope/Ultrosound Pneumatic Lithotripsy System

Urology 1 No.

23 Urine Analyzer Urology 1 No.

24 Miscellaneous Urology 1 Lum

DEPARTMENT OF NEPHROLOGY


Total Estimated

Price (INR)

1 Dialysis Machine Nephrology 5 No.

2 ICU Bed Nephrology 5 No.

3 Automatic PD Cycler Nephrology 1 No.

4 Dialyser Reprocessor Nephrology 2 No.


Nephrology 3 No.

6 RO plant Nephrology 1 No.

7 Mobile Spot Light Nephrology 2 No.

8 ECG Machine 3 channel Nephrology 1 No.

9 CRRT Machine Nephrology 1 No.

10 Flexible cyto nephrosope high end

Nephrology 1 No.


Page 225

11 Miscellaneous Nephrology 1 No.

DEPARTMENT OF PEDIATRIC SURGERY


Total Estimated

Price (INR)

1 Surgical instruments for fine surgery

Pediatrics Surgery

1 Set

2 Electro surgical unit Pediatrics Surgery

1 No.

3 Pediatric OT table Pediatrics Surgery

1 No.

4 Pediatric laparoscopy set Pediatrics Surgery

1 Set

5 Pediatric cystoscope and resectoscope set

Pediatrics Surgery

1 Set

6 Pediatric bronchoscope set

Pediatrics Surgery

1 Set

7 Pediatric rigid Esophagoscope

Pediatrics Surgery

1 Set

8 Miscellaneous Pediatrics Surgery

1 No.

OTHER DEPARTMENTS DEPARTMENT OF RADIOLOGY


Total Estimated

Price (INR)

1 CT 128 Slice Radiology 1 No.

2 MRI 1.5 T Radiology 1 No.

3 Digital X-Ray 1000 mA Radiology 1 No.

4 Fluoroscopy System Radiology 1 No.

5 Mobile X-Ray (High Frequency)

Radiology 2 No.

6 Colour Doppler (2D & 3D)

Radiology 2 No.

7 Portable Colour Doppler

Radiology 2 No.

8 CR System Radiology 1 No.


Page 226

9 Mammography Radiology 1 No.

SUB TOTAL

DEPARTMENT OF ANAESTHESIOLOGY


Total Estimated

Price (INR)

1

Anesthesia work station with monitor and ventilator

Anaesthesia 15 No.

2 Drug Cart Anaesthesia 15 No.

3 Defibrillator with CPR capability

Anaesthesia 5 No.

4 Patient warming System

Anaesthesia 10 No.

5 Blood & Fluid Warming Device

Anaesthesia 10 No.

6

Fibreoptic bronchoscope with monitor and recording facility for adult and paediartic

Anaesthesia 2 No.

7 Syringe Infusion Pump Anaesthesia 64 No.

8 Recovery trolley Anaesthesia 15 No.

9 Recovery ward monitor

Anaesthesia 30 No.

10 Nerve Stimulator Anaesthesia 4 No.

11 ICU ventilator Anaesthesia 30 No.

12 ICU monitor with CNS (5 nos)

Anaesthesia 50 No.

13 DVT pump Anaesthesia 20 No.

14 View Box Anaesthesia 5 No.

15 Blood Gas Analyser Anaesthesia 2 No.

16 ECG machine Anaesthesia 5 No.

17 Transport ventilator Anaesthesia 5 No.

18 Transport Monitor Anaesthesia 7 No.

19 Non invasive ventillator

Anaesthesia 5 No.

20 ICU BEDS Anaesthesia 50 No.

21 ICU Beds for recovery Recovery ward 32 No.

22 Miscellaneous Anaesthesia 1 No.

SUB TOTAL

DEPARTMENT OF BLOOD BANK


Page 227


Total Estimated

Price (INR)

1 HEMOGLOBINOMETER Blood Bank 2 No.

2 BLOOD COLLECTION MONITOR

Blood Bank 4 No.

3 BIOSEALER Blood Bank 2 No.

4 BIOSEALER (HAND HELD)

Blood Bank 1 No.

5 DONOR COUCH Blood Bank 4 No.

6

FOLDING DONOR COUCH (ONE SET -2 CHAIR WITH ONE TROLLEY)

Blood Bank 1 No.

7 DOMESTIC REFRIGERATOR (300L)

Blood Bank 3 No.

8 TUBE STRIPPER Blood Bank 3 No.

9 REFRIGERATED BLOOD BAG CENTRIFUGE (12 BAGS)

Blood Bank 2 No.

10 TWO PAN COMPONENT BALANCE (DIGITAL)

Blood Bank 1 No.

11 MANUAL PLASMA EXTRACTOR *

Blood Bank 4 No.

12 BLOOD BANK REFRIGERATOR

Blood Bank 2 No.

13 -40 DEEP FREEZER Blood Bank 1 No.

14 -80 DEEP FREEZER Blood Bank 1 No.

15 PLATELET AGITATOR & INCUBATOR (96 BAGS)

Blood Bank 1 No.

16 REAGENT REFRIGERATOR (300L)

Blood Bank 1 No.

17 CRYO BATH Blood Bank 1 No.

18 STERILE CONNECTING DEVICE

Blood Bank 1 No.

19 LAMINAR FLOW (SMALL)

Blood Bank 1 No.

20 TABLE TOP CENTRIFUGE

Blood Bank 4 No.

21 ELISA READER AND WASHER

Blood Bank 1 No.


Page 228

22 GEL / BEAD CENTRIFUGE AND INCUBATOR

Blood Bank 1 No.

23 INCUBATOR (SMALL) Blood Bank 1 No.

24 HOT AIR OVEN (SMALL)

Blood Bank 1 No.

25 VDRL SHAKER Blood Bank 1 No.

26 WATER BATH Blood Bank 2 No.

27 ANALYTICAL BALANCE Blood Bank 1 No.

28 Ph METER Blood Bank 1 No.

29 CELL COUNTER (3 PART DIFF.)

Blood Bank 1 No.

30 MICRO PIPET 2-1000 ul

Blood Bank 1 No.

31 MICRO PIPET FIXED VOLUME (ONE SET)

Blood Bank 1 No.

32 MICROSCOPE BINOCULAR(UPRIGHT)

Blood Bank 3 No.

33 MULTI CHANNEL PIPET Blood Bank 1 No.

34 MOBILE TRANSPORT BOX

Blood Bank 1 No.

35 APHERESIS MACHINE Blood Bank 1 No.

36 AUTO CLAVE PORTABLE VERTICAL

Blood Bank 1 No.

37 TABLE TOP MICRPLATE CENTRUFUGE

Blood Bank 1 No.

38 Miscellaneous Blood Bank 1 No.

SUB TOTAL

DEPARTMENT OF EMERGENCY AND TRAUMA


Total Estimated

Price (INR)

1 ECG Machine-12 channel

Emergency & Trauma

2 No.

2 Defibrillator Emergency & Trauma

2 No.

3 Syringe Pumps Emergency & Trauma

10 No.

4 Infusion Pumps Emergency & Trauma

5 No.

5 Mobile X ray-100 mA Emergency & Trauma

1 No.

6 Portable Ventilator Emergency & 2 No.


Page 229

Trauma


Emergency & Trauma

5 No.

8 ICU ventilators Emergency & Trauma

5 No.

9 ESU Emergency & Trauma

1 No.

10 Operating Table-Electro Hydraulic

Emergency & Trauma

1 No.

11 Assorted Surgical Instrument

Emergency & Trauma

2 No.

12 Plaster Saw with suction

Emergency & Trauma

1 No.

13 ICU beds Emergency & Trauma

5 No.

14 Miscellaneous Emergency & Trauma

1 No.

DEPARTMENT OF AYUSH


Total Estimated

Price (INR)

1 AUTOCLAVE – TABLE TOP (25 LITRES)

AYUSH 1 No.

2 Refrigerated centrifuge

AYUSH 1 No.

3 CENTRIFUGE - TABLE TOP

AYUSH 1 No.

4 DEEP FREEZER -20oC AYUSH 1 No.

5 DEEP FREEZER -80°C AYUSH 1 No.

6 WATER PURIFICATION SYSTEM

AYUSH 1 No.

7

ELECTRONIC BALANCE (HIGH END ANALYTICAL) (200g / 0.1mg)

AYUSH 1 No.

8 PRECISION BALANCE AYUSH 1 No.

9 HOT PLATE – ELECTRICAL

AYUSH 2 No.

10 LAB REFRIGERATOR AYUSH 1 No.

11 LABORATORY MICROWAVE OVEN

AYUSH 1 No.

12 INCUBATOR with SHAKER

AYUSH 1 No.


Page 230

13 Bi HEAD MICRO LED FLUOROSCENCE MICROSCOPE

AYUSH 1 No.

14 LYOPHILIZER (Freeze Dryer)

AYUSH 1 No.

15 MAGNETIC STIRRER AYUSH 3 No.

16 HOT AIR OVEN (Table top)

AYUSH 1 No.

17 VACUUM OVEN AYUSH 1 No.

18 pH METER AYUSH 2 No.

19 VORTEX MIXER AYUSH 2 No.

20 SHAKING WATER BATH

AYUSH 1 No.

21 DISSECTING MICROSCOPE

AYUSH 1 No.

22 PERCULATOR AYUSH 3 No.

23 DIGITAL POLARIMETER AYUSH 1 No.

24 REFRACTOMETER AYUSH 1 No.

25 SONICATOR AYUSH 1 No.

26 SOXHLET APPARATUS AYUSH 1 No.

27 MULTI CHANNEL PIPETTES- Variable Volume

AYUSH 2 No.

28 MOUSE & RAT CAGES AYUSH 1 No.

29 INVERTED PHASE CONTRAST MICROSCOPE

AYUSH 1 No.

30 LAMINAR FLOW AYUSH 1 No.

31 AUTOMATED URINE ANALYSER

AYUSH 1 No.

32 FULLY AUTOMATED CELL COUNTER (3 PART )

AYUSH 1 No.

33 ELISA READER & WASHER

AYUSH 1 No.

34 SEMI AUTOMATED BIOCHEMISTRY ANALYSER

AYUSH 1 No.

35 ECG MACHINE - 12 CHANNEL

AYUSH 1 No.

36 BINOCULAR MICROSCOPE

AYUSH 1 No.

37 DIGITAL BRIX METER AYUSH 1 No.


Page 231

38 DISSOLUTION APPARATUS – 6 stations

AYUSH 1 No.

39 DISINTEGRATION APPARATUS

AYUSH 1 No.

40 FRIABILITY APPARATUS

AYUSH 1 No.

41 DISTILLATION APPARATUS(KJALDHAL APPARATUS)

AYUSH 1 No.

42 Miscellaneous AYUSH 1 No.

END OF DBR

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