Development of New All India Institute of - Environmental ...

Development of New All India Institute of Medical Science (AIIMS), Deoghar at Mauza Utimpur, Rampur and Sultanpur Block Devipur, Thana Deoghar, Jharkhand

Conceptual Plan

National Building Construction Corporation Ltd

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1.0 INTRODUCTION

The Government of India has approved a project for establishment of new hospital “AIIMS” in Deoghar,

Jharkhand under Pradhan Mantri Swasthya Suraksha Yojana (PMSSY). The objective is to establish the

new AIIMS as Institutions of National Importance for providing quality medical education, and also to

provide tertiary health care facilities to the people of Deoghar and nearby region.

The proposed institution shall have a Hospital with capacity of 750 Beds which will include Emergency /

Trauma Beds, AYUSH Beds, Private Beds and ICU (Specialty & Super Specialty Beds). In addition,

there will be a Teaching Block, Administration Block, AYUSH Block, Auditorium, Night Shelter, Guest

House, Hostels and residential facilities with all services.

As per EIA Notification, 2006, projects listed in schedule 1 of the EIA Notification, requires

environmental clearance. Projects with built-up area more than 20,000 sq m and less than 1,50,000 sq m

falls under activity 8 (a) and Category B and projects with built-up area more than 1,50,000 sq m or

development area more than 50 ha falls under activity 8 (b) and Category B. However as per EIA

Notification dated 22nd December, 2014, school, colleges and hostels of educational institutes are

exempted from the notification and does not require prior environmental clearance. These buildings shall

follow all the defined environmentally sustainable environmental measures as defined OM dated 9th June,

2015.

Thus, under this application environmental clearance is being applied for the built-up area of all the

facilities excluding the academic block, staff and student hostels. However, environmental load is

calculated for the entire project and provision for environmental management are made for the entire

project in line with EIA Notification dated 22nd

1.1 LEGISTLATIVE & REGULATORY REQUIREMENT

December

Complete project site is spread over 236.92 acres land (102.43 ha) at Deoghar (Jharkhand). However, the

hospital building, staff residence and allied facilities will be spread over the area of 337643 sq m (33.76

ha) of land and will have built-up area of 1,16,873.93 Sq m. Since the built up area is less than 1,50,000

sq m and development area is less than 50 ha for this component thus the project is falling under activity 8

(a) and Category B of schedule 1 of EIA Notification. Environmental clearance is required for the project

from SEIAA, Jharkhand on the basis of the Form 1 and Form 1A.

As discussed in the above section, project is falling under activity 8 (a) and category B of schedule 1 of

EIA Notification, 2006. Thus it is require to obtain prior environmental clearance for the project from

SEIAA, Jharkhand. Other Acts applicable on the project are given below

• Environment Protection Act, 1986


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• EIA Notification, 2006 as amended • Solid Waste (Management & Handling) Rules, 2016 • Construction & Demolition Waste Management Rules, 2016 • Plastic Waste Management Rules, 2016 • Hazardous & Other Waste Management Rules, 2016 • E-Waste Rules, 2016 • Air Act, 1981 • Water Act, 1974 • Medical Council guidelines • NBC, 2016 • Forest Act 1927 & 1980 • Local Fire Rules

1.2 SITE LOCATION AND LAND USE

Project site is located in the Mouza Utimpur, Sultanpur and Rampur of Block Devipur of Deoghar Thana,

Jharkhand. Details of the khasra no are provided in the certificate issued by the circle officer and is

attached as Annexure I. Geographical coordinates of the centre of project site are 24°26'14.35"N and

86°36'51.61"E. Location map of the project site are given in Figure 1 below.

Land use of the project site registered is SPIDA land, Parti Kadim, Rasta, Aahar, Nalla, Gadha and

Gauchar (Annexure I). Land use of the project site will be changed to the hospital (public utilities).

Entire land is Government land and is being transferred for development of the hospital.


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Figure 1: Location Map of the Project Site

1.3 SITE LOCATION AND SURROUNDINGS

There is no major development in the surroundings of the project site. It is proposed to establish a

hospitalin the area to improve health care facility in the area. Project site is surrounded by vacant land,

agricultural land and small habitations. There are no drains, forest area, open scrub, vegetation area etc

witin 1 km radius of the project site . Ajay River is at a distance of 1.5 km in East direction from the site

and a tributary of Ajay River is at a distance of approx. 2.0 km in East direction. Topographic survey has

been conducted for the project site and average elevation of the site is 244-262 m amsl. HFL level of the

Ajay River at Punasi as per 10 years records is 242.96 m. Level of site is more than HFL of Ajay River

and further site will be filled for development of the hospital. Details of the surroundings and connectivity

of the project area are given in Table 1.


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Table 1: Surroundings of Project Site

S. No. Feature Distance and Direction

1. Residential/ Villages • Sultanpur • Sankarpur • Gamradhi • Ramsagar • Kherwatari

• Abuts site • 800 m, E • 1.5 km, NW • 20 m, E • 790 m, S

2. Nearest City • Deoghar

• 6 km, NE

3. Nearest Highway • National Highway 333 • National Highway 114 A • MDR-15 m

• 7 km, NE • 8 km, NE • Abuts, S

4. Nearest Railway Station • Shankarpur Railway Station • Jasidih Railway Station

• 1.3 km, E • 8 km, N

5. Nearest Airport • Ranchi Airport • Kolkata Airport • Deoghar Airport

• 185 km, NE • 271 km, SE • 7 km, E

6. Nearest Water body • Mayurakshi River • Ajay River • Tributary of Ajay River • Tributaries of Ajay River

• 4.2 km, E • 2.0 km, E • 1.9 km, S • 300 m, NW

7. Near-by school • St. Xaviers High School • Dev Sangha National School • Blue Bell’s School • St. Francis school • Indian Heritage School • Jasidih Public School • Maitreya School Nearby Colleges • Deoghar College, Deoghar • R.D.B. Mahila College, Deoghar • Bajla College, Deoghar • A.S. College, Deoghar

• 5.9 km, NE • 6.3 km, NE • 7.2 km, NE • 7 km, NE • 8.1 km, NE • 5.9 km, NE • 7.7 km, NE

• 9.4 km, NE • 7.1 km, NE • 7.14 km, NE • 6. 4 km, NE

8. Near-by hospitals • Maa Lalita Hospital and Research Centre • Sadar Hospital • Satsang Hospital • Shivay Hospital • Tridev Hospital • Sudhir Hospital • Heal Max Hospital and Rehabilitation Centre

• 7.5 km, NE • 8.7 km, NE • 5.7 km, NE • 8 km, NE • 6.6 km, NE • 6.9 km, NE • 9.8 km, NE


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9. Nearby Worship Places • Maszid • Dara gali Mosque • Baba Baidyanath Temple • Halim Sahib Masjid

• 7.6 km, NE • 8.4 km, NE • 8.4 km, NE • 9.1 km, NE

1.4 CONNECTIVITY

Site is well connected with the roads& rail network. Site abuts MDR of 15 m wide in South direction.

National Highways i.e. NH-333 and NH-114 A are at a distance of 7 km and 8 km in North East

direction, respectively. Shankarpur Railway Station and Jasidih Junction Railway Station are at a distance

of approx. 1.3 km in East direction and 8 km, in NE direction, respectively. Deoghar Airport is at a

distance of 7 km in East direction from the site. Connectivity map of the project site is given in Figure 2.

Figure 2: Connectivity Map of Project Site

1.5 COST OF THE PROJECT

Estimated cost of the project (hospital building and residential area with allied facilities) is INR 1103

Crores.

1.6 LAND REQUIREMENT AND AREA STATEMENT

HOSPITAL/STAFF RESIDENCE

Development area of hospital building, staff residence and allied facilities will be spread over the area of

337643.9 sq m (33.76 ha) of land and will have built-up area of 1,16,873.93 Sq m. Area details of the


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projectis given in Table 2below. Detailed area break-up for hospital building, staff residence facility and

allied facilities is given in Table 3.Site plan is attached as Annexure II.

Table 2: Summary of Area Development for Hospital, Staff Residence and Allied Services

S. No. Particulars Area- sq m Area (Acres) 1. Total Plot Area 1024299.11 253.11 2. Plot Area (Under Hospital, Staff

residence and allied services) 337643.9 83.43

3. Plot Area Under Academics and Hostels

83719.76 20.68

4. Total Area to be developed in Phase 1

421363.66 104.12

5. Area for future development 602935.45 148.99 6. Permissible Ground Coverage

(@50% of plot area in point 2) 168822 41.7

7. Proposed Ground Coverage (@7.2% of plot area)

24603.93 6.07

8. Permissible FAR/FSI (@225) 1544974.2 381.8 9. Proposed FAR/FSI

• Hospital building • Ayush block. • Housing Block Type-II &

III • Housing Block Type-IV &

V • Director's Residence • Night shelter & amenities • Fire station

88159.1 63823 2787.56 15282.233 3303.5 522.046 1877.494 563.263

21.78 15.77 0.69 3.78 0.82 0.129 0.46 0.14

10. Non FSI/FAR in floors 14219.96 3.5 11. Services 6183.0 1.5 12. Basement 7705.43 1.9 13. Area under stilt/podium 606.44 0.15 14. Built-up Area (7+8+9+10+11) 1,16,873.93 28.88 15. Green Area (63% of the plot area in

point 2) 213048 52.64

16. Max height of building 82.05 m --


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Table 3: Detailed Built-up Area Break-up (Hospital + Staff Residence +Services)

S.No. Building No. of block/ towers

No. of floors

No. of units

Height - m

Ground Coverage

Basement FAR Non FAR on Floor

Built-up Area

HOSPITAL BUILDING 1.) Hospital

Building 1 8 - 33.675 15052.41 7705.43 63823 9602.501 81130.931

2.) Ayush Block

1 2 - 13.65 1696.55 - 2787.563 398.46 3186.023

3.) Services 1 1 - 6 4000 - 3958 3958 4.) Night

shelter 1 2 17 12.5 961.63 - 1877.5 45.77 1923.27

S. Total Hospital Building 21710.59 7705.43 68488.06 14004.73 90198.224 STAFF RESIDENCE

5.) Director's Bungalow (Type VII)

1 2 1 10.5 289.08 - 522.046 17.48 539.526

6.) Type - 4/5 + Guest House

1 23 84 82.05 847.68 - 15282.23 3641.31 18923.54

7.) Type - 2/3 1 10 38 39.15 399.01 - 3303.5 514.44 3817.94 8) Services 1 1 - 6 1000 - 987 987

S. Total Residence 1535.77 19107.78 5160.23 24268.006 OTHER SERVICES

9) Services 1 1 - 6 1000 - 1,238.00 1,238.00 10) Fire

Station 1 2 1 9.7 357.57 - 563.263 0 563.26

S. Total Services 1357.57 563.263 1,238.00 1,801.26 Total Hospital, Residence Facility and Services 24603.93 7705.43 88159.1 20,402.96 1,16,267.49


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1.7 ACADEMIC AND HOSTEL FACILITIES

Apart from the above-mentioned hospital and staff residence facilities, academic block and hostel facility for staff and students is proposed. Area

detail of these facilities is given in Table 4.Area reserved for development of hostel facility and academic block is 83719.76 sq m (8.3 ha) and

built-up area of these facilities will be 59367.67 sq m.

Table 4: Detailed Built-up Area Break-up (Institution+Hostel) S.No. Building No. of

block/ towers

No. of floors

No. of units

Height - m

Ground Coverage

Stilt Basement FAR Non FAR on Floor

Built-up Area

Institutional 1.) Teaching Block 1 5 - 24.75 4729.52 - - 17662.49 2133.38 19795.87 2.) Auditorium 1 2 1 19.01 2808.62 - - 3278.78 601.22 3880

S. Total Institutional 20941.27 2734.6 23675.87

Hostels 3.) PG Married

Hostel 1 13 166 45.2 597.09 - - 6914.14 1618.52 8532.66

4.) UG/ PG Hostel - Girls

1 19 192 66.2 429.5 - - 6075.28 2342.464 8417.744

5.) UG/ PG Hostel - Boys

1 21 216 72.2 425.97 - - 6653.08 2526.574 9179.654

6.) Working Nurses Hostel/ Nursing Student Hostel

1 17 168 60.2 550.1 - - 7661.739 1,900.00 9561.739

S. Total Hostels 27304.24 8387.558 35691.8 TOTAL 48245.51 11122.16 59367.67


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1.8 ESTIMATED POPULATION

Project will comprise of resident and floating population. Total resident population in the area is 2660 and

floating population is 3300. Total population is 5960. Population calculation is given in Table 5.

Table 5Estimated Population for project

Category No of Beds/DUs Person/Unit Population

Resident population Inpatient 750 beds 1/bed 750 Staff Residents (Doctors & Administration Staff)

123 5/unit 860

Nurses & Nursing students 168 1/unit 144 PG Students (Married accommodation)

166 3/unit 498

UG & PG Students 408 1/unit 408 Total Residential 2660

Floating Outpatients and visitors 2000 -- 2000 Staff (Doctors+ nurse+ admin staff+ security+ house-keeping)

1300 -- 1300

Total Floating 3300 Total Population 5960

1.9 WATER REQUIREMENT

During construction phase, source of water is private water tanker. Water requirement during construction

phase will be approx. 50 KLD.

During operation phase, source of water will be state water supply network supplemented with ground

water. Permission will be taken from CGWA prior extraction of ground water. Total domestic water

requirement of the project is estimated as 544 KLD and total water requirement is estimated as 1721

KLD. Detailed water calculation is given in Table 6 below ad water balance diagrams are given in Figure

3 & 4.

Total wastewater generation from the project is 498 KLD out of which it is estimated than approx. 50

KLD will be the lab/OT effluent which will be treated in ETP of 60 KLD. Remaining 448 KLD will be

treated in STP. STP with MBR technology and of capacity 915 KLD is planned to be constructed at site.

STP will be constructed in the modules as required. Detail of wastewater generation and its re-use is

given in Table 7.


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Table 6: Daily Water Requirement

Category Capacity Standard (LPCD)

Water Requirement

Fresh Water Requirement

Recycled Water

Requirement Inpatient 750 450 338 304 34 Other residence (staff & student)

865 135

117 82 35 Floating staff 1300 45 59 41 18 Outpatients & Visitors

2000 15 30 21 9

Domestic Water Requirement 544 448 96 HVAC cooling 3200 TR

for 24 hours

7 l/TR/HR

538 538 0 Landscaping 213048 3 l/sq m 639 262 377

1721 1248 473

Category

Table 7:Wastewater Generation and Its Re-Use

Quantity-KLD Domestic Fresh Water Requirement 448 Flushing Water Requirement 95 Total Wastewater 498 Sewage 448 Lab & OT effluent 50 Treated Water (@ 95% of STP & ETP) 473 Re-use for Flushing 96 Re-usage for landscaping 377


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Figure 3: Water Balance Diagram-Dry Season

State Water Supply Network/Ground Water-

1248 KLD Total Water Requirement

1721 KLD

Fresh Water Requirement 1248 KLD

Recycled Water 473 KLD

Flushing 95 KLD Consumption

448 KLD

Landscaping 377 KLD

HVAC Cooling 0 KLD

Sewage 498 KLD

80% 100%

STP 915 KLD

ETP 60 KLD

95% Treated Water

473 KLD (426+47)

Landscaping 262 KLD

HVAC Cooling 538 KLD


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Figure 4: Water Balance Diagram-Dry Season

State Water Supply Network/Ground Water-

609 KLD Total Water Requirement

1082 KLD

Fresh Water Requirement 609 KLD

Recycled Water 473 KLD

Flushing 95 KLD Consumption

448 KLD

Landscaping 0 KLD

HVAC Cooling

377 KLD

Sewage 498 KLD

80% 100%

95%

Landscaping 0 KLD

HVAC Cooling 161 KLD

STP 915 KLD

ETP 60 KLD

Treated Water 473 KLD (426+47)


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1.10 RAIN WATER HARVESTING

Topography of the site is almost flat with minor undlations and the level varies from 244-262 amsl. Site

has gradual slope from West to East and the site finally drains into the seasonal Ajay River. Level of site

is more than HFL of Ajay River and further site will be filled for development of the hospital which will

further increase the site elevation. Development of the project will increase paved area generation and

will lead to increase in run-off generation as well. Run-off estimation from the site prior construction is

approx. 48962.5 cum/yr (area to be developed in phase 1 (421363.66 sq m) X Average Annual rainfall

(1162 mm) X Run-coefficient (0.1)). Calculation for the increased run-off is given in Table 8.

Table 8: Availability of Annual Run-off (Excluding industrial plots area) S. No. Catchment Catchment

Area-sq m Annual

Rainfall-mm Run-off Coff. Available Run-

off- cum 1. Roof 24603.93 1162 0.9 25731 2. Green 213048 1162 0.1 24756 3. Paved 183712 1162 0.7 149431

Total Available Run-off 199918

After development, run-off generation will be approx. 4 times more than from the vacant land so it is

required to manage this run-off to prevent local flooding issues during the rains.

As per the soil investigation study which is attached as Annexure III, ground water level at the site varies

from 5- 6 m bgl. Thus recharge is possible in the area as per CGWB guidelines. Also as per the study, soil

profile of the area upto approx. 14 m is silty sand followed by weathered rock. Sand is good soil to

support recharge of the ground water and thus recharge of ground water is feasible at the project site.

Thus a rain water harvesting collection and recharge mechanism is proposed to be provided at the site.

Calculation for storm water recharge are given in Table 9below. It is proposed to provide 25 nos of RWH

pits for recharge of storm water. Excess storm water will be drained into the drain along the MDR.

Schematic diagram of RWH pit is given in Figure 5.

Table 9: Design Calculation for Rain Water Recharge Pits

S. No. Catchment Catchment Area-sq m

Peak hourly rainfall-Mm/hr

Run-off Coff. Available peak hourly Run-

off- cum

1. Roof 24603.93 25 0.9 554 2. Green 213048 25 0.1 533 3. Paved 183712 25 0.7 3215

Total Available Run-off 4302 Retention Time of Trench 20 min

Available Run-off in 20 min 1434 Volume of RWH Pit (5 m X 3 m X 375 m) 56.25

No of Pits required 25


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Figure 2: Schematic Diagram of Rain Water Harvesting Pit

1.11 VEHICLE PARKING FACILITIES

Adequate parking is provided to accommodate the expected vehicles during operation phase of the

project. Parking is provided in accordance to State Bye Laws. Detail of parking required is given in Table

10below


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Table 10: Detail of Parking Required and Provided

Parking Required Parking norms for Hospital = 1 ECS per 7 Beds Parking norms for Residential = 1 ECS / Apartment Parking norms for Academic = 1 ECS / 100 sqm of Admin area Parking norms for Auditorium = 1 ECS / 15 seats Area per car = 23 sqm. Area per ambulance = 36 sqm. Total Parking required = 107+123+170

Parking provided S. No. Location Total Area Area Under

Parking (1)

Area per car/ambulance

(2)

No of Parking Provided

(1÷2) 1. Open Parking 9200 sqm. 9200 sqm. 23 sqm 400 Cars

2. Open Parkig 144 sq m 144 sq m 36 4 Nos

1.12 POWER REQUIREMENT

Estimated power load for the project is 14362 kVA. Source of the power will be Jharkhand State

Electricity Regulatory Commission.

Power back-up will be provided through DG sets in case of power failure. 8 nos DG sets of 2000 kVA

each will be provided for power back-up. Three open air electrical sub-stations will be established at site.

Details of D.G Sets

1.13 SOLID WASTE GENERATION AND MANAGEMENT

Solid waste will be generated during construction phase. Construction phase will comprise of excavated

materials, used bags,bricks, concrete, MS rods, tiles, wood etc. Solid waste management plan is given in

Table 11.

Table11: Solid Waste Management during Construction Phase

S. No.

Solid waste Solid waste Management

1. Waste materials like MS Rods, bricks, concrete, broken tiles, wood pieces, cement bags etc.

Material would be segregated. Recyclable material will be sold to authorize dealers. Rest will be used within project site for filling &levelling purpose.

2. Excavated Soil

Soil will be excavated for construction of basement and foundation of buildings. Top soil will be stored in covered areas and will be later used for landscaping purpose. Remaining soil will be used for back filling &levelling of site.

3. Domestic waste Will be handed over to local authority, responsible for waste management in the area.


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In hospital projects during operation phase, waste will comprise of municipal, bio-medical waste and

radioactive waste as it is a hospital project. Municipal waste will comprise of domestic/hospital use &

landscape waste. Bio-medical waste is expected to be equivalent to 25% of waste generated from hospital

building (CPHEEO manual). Solid waste generation is given in Table 12. Total municipal waste to be

generated during operation phase will be 2194 kg/day out of which 1321 kg will be compostable, 657 kg

will be dry recyclable and 216 kg will be inert waste. STP sludge of 51 kg will be generated and bio-

medical waste to be generated will be 338 kg/day

Table 12: Municipal and Bio-medical waste Generation During Operation Phase

Category Capacity Standard (kg/day)

Solid Waste-kg/day

Compostable Waste

Dry Recyclable

Inert Waste

Inpatient 750 1.5 1125 675 338 112 Other residence (staff & student)

865 0.5 433 260 130 43

Floating staff 1300 0.25 325 195 98 32 Outpatients & Visitors hospital

1500 0.15 225 135 68 22

Visitors Others 500 0.15 75 45 23 7 Landscaping 52.64 acres 0.2 kg/acres

11 11 0 0 Total Solid Waste Generated 2194 1321 657 216

STP/ETP Sludge 51 Bio-medical waste (@25% of waste from

hospital building) 338

(Source: For Waste Collection, Chapter 3, Table 3.6, Page no. 49, & Bio-Medical waste Chapter 7, page 148 of Central Public

Health & Environment Engineering Organization, Ministry of Urban Development, (Government of India, May 2000))

Different color bins will be provided in each section & floor for collection of different type of bio-

medical waste. Five color bins/bags will be provided in wards (Yellow, red, blue, Black Cyto-toxic&

White) for collection of anatomical & solid waste, infected plastic waste, glass bottles, cyto-toxic

contaminated item etcand Puncture proof, tamper resistant container separately. Visual message for usage

of different bins for different purpose indicating its significance will be placed for awareness in all the

sections. Authorization will be obtained for generation, storage and disposal of Bio-medical waste.

Details of bio-medical waste collection, storage and disposal system is given below in Table 13.

Waste Segregation, Collection & Disposal of Bio-Medical Waste


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Integrated Sterilized Shredder of optimum capacity (2 X 150 Liters tentatively) shall be provided to

minimize the volume of bio-medical waste and sterilizing before disposing it off. This waste will be

disposed-off through authorized bio-medical waste vendors only.

Any radio-active waste if generated will be managed as per the radiation protection and management

procedures will be prepared following Atomic Energy (Radiation Protection) Rules, 2004, AERB (GOI).

• Municipal waste will be collected and segregated at source into compostable, recyclable and inert

waste into green, blue and black color labelled bins

Waste Segregation, Collection & Disposal of Municipal Waste

• Green waste will be treated in the organic waste convertor to be provided within the site

• Recyclable waste will be sold to the vendors

• Inert waste will be collected through the local bodies in the area. Nearest solid waste disposal

http://www.aerb.gov.in/AERBPortal/pages/English/t/actsrules/RPR2004.pdf�


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Table 13: Municipal Solid &Bio-medical Waste Collection System Yellow Bag – Incineration

Red Bag – Autoclave Blue Bag – Autoclave Black Cytotoxic Bag – Incineration

White

Anatomical Waste

Body Tissues

Organs

Body Parts

Soiled Waste

• Blood & Body fluid

stained – Dressings,

Swabs, and Cotton

etc.

• Soiled Plaster Casts

Infected Plastic Waste

• I / V Sets & Tubings

• Catheters

• Syringes

• Vacutainers

(without needles)

• Urine Bags

• Blood Bags

• Tubings wich are

contaminated

• Lab Cultures

• Mask & Caps

• Gloves

Glass Bottles

All glass bottles &

Vials (must be

packed in card box

and then put in Blue

Bag for further

Disposal.

Cytotoxix

contaminated item

• Cytotoxic

Drugs

• Vials

• Syringes

• All

contaminated

Cytotoxic

Waste

Puncture proof ,

tamper resistant

container

Needles

Scalpels

Lancets

Blades

Broken

ampoules

Glass pieces

Source: MHC/Medical Policies/BMW/Rev.No1.8/June 2015


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1.14 GREEN AREA

Total 213048 sq m of area is proposed to be kept under green area. Green area will comprise of green belt

area, lawns, parks ad planters. Site plan showing green area is attached as Annexure II.

1.15 CONSTRUCTION MATERIALS FOR EXPANSION PHASE

Table 14 below lists the construction material

S. No.

Table 14: List of Construction Materials

Type of Construction 1. Walls:

a Brick: (Fly-ash bricks-Fal G) b Plastered both side - 114 mm c Plastrered both sides -228 mm d Autoclaved Aerated Concrete blocks-230 mm (AAC blocks) e Autoclaved Aerated Concrete blocks-150 mm (AAC blocks) f Tiles or slates on Boarding and felt with plaster ceiling

2. Roofs Flat: a Reinforced Concrete slab, 120 mm, secreed 120 mm= brick coba and thermal insulation layer

underneath roof slab 3. Floors:

a Concrete on stilt floor hardcore fill b Vitrified /Ceramic tile finish c Kota stone /Granite

4. Windows:Aluminum 5. Exposure all sides 6. Single glazing using e-glass

• Dumper

LIST OF MACHINERY USED DURING CONSTRUCTION

• Concrete mixer with hopper • Excavator • Concrete Batching Plant • Cranes • Road roller • Bulldozer • Tower Cranes • Hoist • Labor Lifts • Concrete pressure pumps • Mobile transit mixer

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