rapid visual screening (rvs) of schools in...

RAPID VISUAL SCREENING (RVS) OF SCHOOLS IN TRIPURA

Prepared For

Prepared by:

Rapid Visual Screening (RVS) of Schools in Tripura

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Table of Contents List of Tables ......................................................................................................................................................... 2

List of Figures ........................................................................................................................................................ 2

1.0 Introduction ...................................................................................................................................................... 3

1.1 Background ................................................................................................................................................. 3

1.2 Hazard & Vulnerability Profile of Tripura State ............................................................................................ 4

1.2.1 Earthquakes......................................................................................................................................... 4

1.2.2 Cyclones/ Wind Storms ....................................................................................................................... 4

1.2.3 Floods .................................................................................................................................................. 5

1.2.4 Drought ................................................................................................................................................ 5

1.2.5 Landslides............................................................................................................................................ 5

1.2.6 Fire accidents ...................................................................................................................................... 6

2.0 Methodologies for Building Assessment .......................................................................................................... 6

2.1 Seismic Vulnerability Assessment Methods for Buildings ........................................................................... 6

2.1.1 Expert-Opinion Method ........................................................................................................................ 9

2.1.2 Empirical Method ............................................................................................................................... 10

2.1.3 Analytical Method .............................................................................................................................. 11

2.1.4 Hybrid Method ................................................................................................................................... 13

2.2 RVS Method of Vulnerability Assessment ................................................................................................. 15

2.2.1 RVS of Reinforced Cement Concrete (RCC) buildings ...................................................................... 15

2.2.1.1 Grades of Damageability ................................................................................................................ 15

2.2.3 RVS of Masonry Buildings ................................................................................................................. 18

3.0 Observations ................................................................................................................................................. 20

3.1 Common Vulnerabilities Observed ............................................................................................................ 20

3.1.1 Apparent quality ................................................................................................................................. 20

3.1.2 Falling Hazard .................................................................................................................................... 20

3.1.3 Roof Condition ................................................................................................................................... 21

3.1.4 Absence of Seismic Band .................................................................................................................. 21

3.1.5 Plinth Condition .................................................................................................................................. 21

3.1.6 Insufficient Gap between buildings .................................................................................................... 21

3.1.7 Barriers during evacuation ................................................................................................................. 21

3.1.8 Dangerous Electrical Connections ..................................................................................................... 21

3.1.9 Landslide Hazard ............................................................................................................................... 21


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4.0 Recommendations & Conclusions ................................................................................................................. 22

4.1 School-Specific Recommendations........................................................................................................... 22

4.2 Conclusion ................................................................................................................................................ 92

4.3 Road Ahead .............................................................................................................................................. 92

References .......................................................................................................................................................... 93

List of Tables Table 1: Proposed vulnerability assessment methods for Indian building typologies (NDMA, 2013) .................... 7

Table 2: Grades of Damageability of RCC Buildings ........................................................................................... 16

Table 3: Grades of Damageability of Masonry Buildings ..................................................................................... 18

Table 4: School-wise Recommendations ............................................................................................................ 22

List of Figures Figure 1: Five districts where the study is carried out ............................................................................................ 3

Figure 2: The components of seismic risk assessment and choices for the vulnerability assessment (Calvi et. al.,

2006) ..................................................................................................................................................................... 6

Figure 3: Flowchart for vulnerability assessment based on expert opinion for masonry buildings....................... 10

Figure 4: Flowchart for empirical vulnerability assessment for masonry ............................................................. 11

Figure 5: Flowchart for analytical vulnerability assessment for capacity spectrum based method ...................... 12

Figure 6: Flowchart for analytical vulnerability assessment for time-history analysis based method................... 13

Figure 7: Flowchart for hybrid method ................................................................................................................. 14

Figure 8: Common Vulnerabilities accounted in the study ................................................................................... 22


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1.0 Introduction

1.1 Background Tripura was a princely state till it acceded to the Union of India on 15th October, 1949. It

became a Union Territory on 18th July, 1963 and acquired Statehood on 21st January, 1972.

The State is sub-divided into 4 Districts with 17 Sub-divisions and 40 Development Blocks.

The State is also having a Tripura Tribal Area Autonomous District Council under Sixth

Schedule of Constitution covering predominantly tribal areas of the State. The State has a

geographical area of 10,492 sq. km. accounting for 0.342 percent of the total area of the

country. It is the second smallest state in the North-East and the third smallest State in the

country after Goa and Sikkim. The State terrain is predominantly hilly with six hill ranges

running north to south with the plane lands located in between the ranges.

In terms of demographics, the estimates of census of 2011 states that the population of State

stood at 36, 73,917 (18, 74,376 males and 17, 99,541 females) contributing to 0.3% of the

country’s total population. It is not only the size of the

population but also the composition of the population

that have undergone a radical shift. The population of

Scheduled Tribes came down from 52.89% of the total

population of the State in 1901 to about 31% in 1991,

though in absolute numbers it grew about 5 times since

then (Tripura-SDMP, 2012). The total tribal population

of the state is more than 10 lakhs and is higher than the

tribal population of any one of the states in the North-

eastern region.

In Tripura, the economically and socially weaker

segments of the population i.e. SC & ST, Women,

Children and differently abled population who are nearly

50% of total population are the ones that are most

vulnerable to disasters (Tripura-SDMP, 2012). This

document thus looks into one of the vulnerable section,

the children and their environment. One such

Figure 1: Five districts where the study is carried out


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environment where a child is nurtured is the school, where a comprehensive Rapid Visual

Screening (RVS) of the school buildings and its adjacent surrounding is carried out. The RVS

is carried out at 378 schools, as identified by the state authorities, distributed over 5 districts

of the state (Figure 1).

1.2 Hazard & Vulnerability Profile of Tripura State Disasters impede socio-economic development. Disasters affect population where there is

physical, infrastructural, environmental or socio-economic vulnerability. The higher the

individual and other vulnerabilities, higher are the risks. For a multi-hazard prone state like

Tripura, it is essential to ensure that vulnerability and risk reduction aspects are taken into

account for the protection of its vulnerable users, including the children. The State is prone to

natural disasters like severe earthquakes, floods, epidemics, fire, cyclone, hailstorm,

lightening etc.

1.2.1 Earthquakes

The State forms part of the most severe seismic zone in the country, namely, Zone V of

Seismic Zoning Map of India. A large number of moderate to large magnitude earthquakes

have occurred within the State boundary as well as within 100 km distance around it. An

Earthquake measuring 6.3 Richter scale occurred within North Tripura district in 1950 causing

damage to the buildings and other infrastructures and another of measuring 7.5 occurred in

1869 with its epicenter within 18 km of the district town of Dharmanagar, causing destruction

in permanent infrastructures and lives (Tripura-SDMP, 2012).

The house types of the State comprise of about 42.65% kutchha (clay mud walls), 0.05%

stone walls laid in mud and 0.39% pucca brick walls. These kutchha and stone wall houses

are vulnerable to severe damage including collapse in moderate intensity of earthquakes.

The pucca houses are behave much better with only a few collapses. The others consisting

of thatch/ metal sheet huts (Assam type) account for majority of the housing, 50.2%. These

houses suffer very little damage in earthquakes and don’t pose threat to life as others.

1.2.2 Cyclones/ Wind Storms

So far as wind hazard is concerned, the design wind speed in the whole State is cyclonic,

55m/s (198km/h) which could occasionally be reached when cyclonic winds reach the State

after crossing Bangladesh. In such events, weakly built houses and those having sloping

roofs such as using thatch and tiles and A.C. sheet and corrugated Galvanized Iron sheet

roofs which are not fully anchored and integrated will suffer damage.


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Likewise floods another form of natural calamity which strikes the normal lives of the people

is the cyclone. As the Bay of Bengal is located nearer to the state, cyclone occurs few times

throughout the state during the period of South-West Monsoon. Cyclone causes disruption of

means of surface communications and it damages agricultural crops including human

lives/properties and livestock. In 2004 severe cyclone occurred in Jeolcherra and Hudlook

under Dhalai District. This cyclone uprooted many trees, electric pools, etc. including huge

loss to human lives/properties (Tripura-SDMP, 2012).

1.2.3 Floods

The State is bestowed with a relatively high average annual rainfall of 212.2 cm with average

number of rainy days at 92. Normally rain arrives in the State in late April and continues up

to 10 October (Tripura-SDMP, 2012). However, the intensity of rainfall increases during the

months of June to September. Higher rainfall occurring during this period causing floods in

low lying areas and erosion of land throughout most of the State has become a regular feature

in the State. The State has in the past witnessed worst form of disasters caused by floods

rendering normal life paralyzed by way of disruption of means of communications caused due

to damage of roads and bridges and also blockage of roads due to landslides (Tripura-SDMP,

2012).

1.2.4 Drought

Drought normally occurs in the State of Tripura due to delayed rainfall in the months of April-

May. Deficient rainfall in those months results scarcity of drinking water as ground water level

go down. The impact of dry spell hampers most the tribal Jhumia families. Agriculture is

affected to a great extent. It also adversely affects the pisciculture, sericulture and tea

plantations resulting to production loss in these sectors. Tripura witnessed a prolonged dry

spell during 1998-99 causing a loss of Rs.5566.70 lakh for a damaged agricultural area of

31684 hectares. Recently, the state has also gone through an unprecedented dry spell from

November, 2005 for the following five months. During this period the state received 4.3 mm

as against the rainfall of 214.8 mm received during the corresponding period of 2004-05

(Tripura-SDMP, 2012).

1.2.5 Landslides

Vulnerability to landslide with the earth/rocks in the hill ranges of Tripura comprising of

immature formation, render the NH-44 which is also vulnerable to landslide in the event of

torrential rains causing floods (Tripura-SDMP, 2012). Every year during the rainy season

Sonarpur of Meghalaya witnesses recurrent landslides resulting in havoc disruption of surface


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communication. For this, the state is affected as because there is no other means of transport

except roads and NH-44 runs to the mainland through this region.

1.2.6 Fire accidents

Fire accidents are quite common in the state, especially in rural areas, this is because of

individual housing with roof of thatched/grass/leaves/wood in close proximity of the house,

lack of availability of adequate water and poor equipment for firefighting, lack of awareness

of basic do’s and don’ts when people live in houses that uses inflammable materials and

human error or carelessness (Tripura-SDMP, 2012).

2.0 Methodologies for Building Assessment

2.1 Seismic Vulnerability Assessment Methods for Buildings Figure 2 shows the classification of vulnerability assessment methods proposed by

Calvi et al. (2006).

Figure 2: The components of seismic risk assessment and choices for the vulnerability assessment (Calvi et. al., 2006)

Categorization of the methods in this report is based on the approach adopted for vulnerability

assessment. The four categories are: (1) Expert opinion methods, (2) Empirical methods, (3)

Semi-analytical or hybrid methods, and (4) Analytical methods. The expert opinion method


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was first applied to seismic vulnerability assessment in California, USA by the Applied

Technology Council. The report, ATC-13, is based on expert opinion of more than 70 experts

in earthquake engineering. This methodology of expert opinion was based on Delphi method

of solicitation of expert opinion.

Technical Document (Tech-Doc) on Seismic Vulnerability Assessment Methods for Buildings

submitted to the National Disaster Management Authority, Government of India in 2013

outline the general guidelines for various type of vulnerability assessment procedures

applicable in Indian scenario. Vulnerability assessment method depends also upon building

typology. Table 1 shows the proposed approach for various building types (relevant to our

study) as per the report.

Table 1: Proposed vulnerability assessment methods for Indian building typologies (NDMA, 2013)

Material Sub- Types Load Resisting System

(Lateral/Vertical)

Proposed methods

Masonry (M)

Rubble stone (field stone) in mud/lime mortar or without mortar (usually with timber

roof) (A)

Stone Masonry Walls (ST)

Empirical, expert opinion

Massive stone masonry (in lime/cement mortar) (B)


Mud walls (C) Earthen/Mud/ Adobe/Rammed Earthen Walls


Mud walls with horizontal wood elements (D)


Adobe block walls (E) Empirical, expert opinion

Rammed earth/Pile

construction (F)


Unreinforced brick masonry in mud mortar (G)

Burnt clay brick/block masonry walls (BW)


Unreinforced brick masonry in mud mortar with vertical

posts (H)


Unreinforced brick masonry in lime mortar (I)



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Unreinforced brick masonry in cement mortar with reinforced concrete floor/roof slabs

(J)

Empirical, expert opinion, analytical

Unreinforced brick masonry in cement mortar with lintel bands (various floor/roof systems) (K)


Confined brick/block masonry with concrete posts/tie columns and beams (L)


Unreinforced, in lime/cement mortar (various floor/roof systems) (M)

Concrete block masonry (CB)


Reinforced, in cement mortar (various floor/roof systems) (N)


Structural Concrete (C)

Designed for gravity loads only (predating seismic codes i.e. no seismic features) (A)

Moment Resisting Frame (MF)


Designed with seismic features (various ages) (B)


Frame with unreinforced masonry infill walls (C)


Flat slab structure (D) Empirical, expert opinion, analytical

Precast frame structure

(E)


Frame with concrete shear walls (dual system) (F)


Walls cast in-situ (G) Shear Wall Structure (SW)


Precast wall panel

structure (H)


A step-by-step description of the methods to be used in Indian conditions were given as per

the report.


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2.1.1 Expert-Opinion Method

The main steps of procedure (figure 3) are as given in following steps:

1. The main goal of seeking expert’s opinion is to assess the vulnerability of existing

construction typologies in India.

2. Decide the building typologies (table 1), which can be covered in a single questionnaire.

Out of total 14 sub-types of masonry structure some of them can be grouped and assessed

for their vulnerability.

3. Use earthquake intensity indicator MSK-64 scale for vulnerability assessment.

4. Define the damage states of structure based on MSK-64 given in Table 21.

5. Identify the experts in the field. Each expert can be ask to rate his/her experience and a

weight factor can be assigned to give due weighting for more experienced expert. This

method can be applied using two techniques:

a. Delphi Method: Experts are asked to give their opinion about probable damage in

case of a probable seismic event. They are not supposed to consult with each other

and give their opinion purely based on their experience. Project coordinator group

statistically analyses the opinion of experts and comes out with mean opinion along

with scatter. This aggregate result is sent back to experts and asked to revise their

opinion if they wish after considering the average opinion of group. This iteration

procedure is repeated for a pre-decided number of times or till acceptable consensus

is achieved.

b. Consensus Method: In this method experts work as a team and arrive at an opinion.

Combined efforts are put and issues are settled through discussions. This method is

less time consuming than Delphi method. However, there is greater chance of bias in

results since more vocal experts may be given disproportionate weightage.

In the Indian scenario it is recommended to use consensus method, because Delphi method

is required to have certain minimum number of experts (10 to 18), which is not feasible in

Indian scenario. Hence method of consensus is the way forward for expert opinion-based

methods in the initial phase.

6. Design the questionnaire clearly stating the objectives, limitations, building classifications,

earthquake intensity scale, damage scale and any other information which may be required.

7. A revised questionnaire can be developed if required and to streamline the variation in

expert opinion. This can be considered as an iterative step till the desired uniformity among

experts is achieved or pre-decided number of iterations is performed.


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8. Response of all the experts should be processed by statistical operations to arrive at final

conclusion.

Figure 3: Flowchart for vulnerability assessment based on expert opinion for masonry buildings

2.1.2 Empirical Method

This method can be used if information on behaviour of buildings after a damaging

earthquake is available. This method is thus commonly employed using post-earthquake

damage survey results provided the required technical information has been captured in the

damage survey. The main steps of procedure (figure 4) are as given in following steps:

1. The main goal of using empirical method is to assess the vulnerability of existing


2. Decide the building typologies from Table 1, which can be covered in a single

questionnaire. Out of 14 sub-types of masonry structure some of them can be grouped and

jointly assessed for their vulnerability.


4. Decide the survey forms based on the building typology. This form should be able to

capture key lateral load resisting structural features like frame structure, lintel band, shear

wall, etc.

5. Provide weighting to all the features and calculate vulnerability index of building.


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6. Use survey reports or carry out survey of damaged buildings belonging to same typology

that gives the status of vulnerability of the area. With the help of survey of representative

buildings DPM and fragility curves can be constructed.

Figure 4: Flowchart for empirical vulnerability assessment for masonry

2.1.3 Analytical Method

The main steps of procedure are as given in following steps:

1. The main goal of using analytical method is to assess the vulnerability of existing



questionnaire. Out of 14 sub-types of masonry structures, some of them can be grouped and

assessed for their vulnerability jointly.


4. Decide the analytical approach to be used. There are two broad approaches: capacity

spectrum analysis and time-history analysis. (Analytical methods based on these two

approaches are shown in flowchart in Figures 5 & 6, respectively)

5. For the selected building type decide the typical building dimensions, material strength and

structural element configuration. A computer model of this representative building will be

analysed to check the vulnerability of selected building typology


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6. Using the survey data of the buildings of area of interest random variables and their

distributions should be decided for the typical building, e.g. concrete strength, beam size, wall

thickness. Using the mathematical tools several buildings models can be generated which

are similar in some aspects with some aspects having random variable.

Collectively all the buildings represent an average building of area.

7. Decide the analysis method. Structural performance can be judged using four primary

types of models: linear static, linear dynamic, non- linear static and non-linear dynamic.

Choose the analysis approach based on available building data, technical manpower,

resources and time frame.

8. Select the various intensity natural/synthetic earthquakes, which are likely to hit the region.

9. Perform the analysis of building models.

10. Decide the performance criteria of the analysed building. It could be inter-story drift, top

story drift, ductility or any other chosen parameter.

11. By finding the performance of several buildings, generated in step 6, for various natural

or synthetic earthquakes probability of damage can be find out for predefined earthquake

intensity. Later this data can be combined to generate DPM or fragility curve.

Figure 5: Flowchart for analytical vulnerability assessment for capacity spectrum based method


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Figure 6: Flowchart for analytical vulnerability assessment for time-history analysis based method

2.1.4 Hybrid Method

Hybrid methods are used to cross check and verify the damage predicted using any method

with any alternate available methods. For example, a fragility curve prepared using analytical

method can be verified/cross-checked/calibrated with the help of expert-opinion method

and/or empirical method. In India hybrid method can be applied using either analytical method

or expert-opinion method. Lack of past earthquake damage data in required format makes

empirical less useful for most parts of country. Main steps of procedure are as given in

following steps (figure 7):

1. The main goal of using hybrid method is to assess the vulnerability of existing construction

typologies in India.


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questionnaire. Out of 14 sub-types of masonry structure some of them can be grouped and

assessed for their vulnerability jointly.


4. Prepare the DPM or fragility curve for selected building typology using analytical method.

5. Present the results to an expert panel and ask them to give recommendations on it.

6. If expert group is not in agreement with analytical results, revise analytical model based on

expert recommendations.

Figure 7: Flowchart for hybrid method


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2.2 RVS Method of Vulnerability Assessment As per the report on “Rapid Visual Screening for Seismic Evaluation of Existing Buildings in

Himachal Pradesh” submitted by IIIT Hyderabad on April 2014 (Technical Report No. 01-

2014) most of the methods for seismic evaluation of building follow three levels of

assessment. RVS methods vary from those requiring 15-30 minutes on site for each building

(empirical method of assessment) to more detailed ones involving some basic calculations.

Preliminary assessment techniques are employed to analyze the building performance when

a more reliable assessment is required. This requires detailed information regarding the

structural components, material properties and site conditions. The in-depth evaluation

through sophisticated structural analysis falls within the third category of vulnerability

assessment. For the purpose of this study, RVS method of assessment is undertaken, to

identify those schools for which a more detailed assessment might be ensued.

There have been some efforts in India towards developing RVS methods. Sinha and Goyal

have proposed a methodology for RVS of 10 different types of buildings. The procedure

requires identification of the primary structural load carrying system and building attributes

that are expected to modify the expected seismic performance for the lateral load resisting

system under consideration. Building types have grouped into six vulnerable classes based

on European Macro seismic scale (EMS) recommendations.

Likely damage to structures have been categorized in different grades depending on their

impact on the seismic strength of buildings and the damage levels used have been sourced

from EMS.

2.2.1 RVS of Reinforced Cement Concrete (RCC) buildings

The Rapid Visual Screening method is designed to be implemented without performing any

structural calculations. The procedure (National Disaster Management Division, Ministry of

Home Affairs, Govt. of India) utilises a damageability grading system that requires the

evaluator to (1) identify the primary structural lateral load-resisting system, and (2) identify

building attributes that modify the seismic performance expected for this lateral load-resisting

system along with non-structural components. The inspection, data collection and decision-

making process typically occurs at the building site, and is expected to take couple of hours

for a building, depending on its size.

2.2.1.1 Grades of Damageability

Five grades of damageability from G1 to G5 are specified in MSK and European Intensity

Scale as described in Table 2:


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Table 2: Grades of Damageability of RCC Buildings

Classification of damage to buildings of reinforced concrete Grade 1: Negligible to slight damage (no structural damage, slight non-structural damage) Fine cracks in plaster over frame members or in walls at the base. Fine cracks in partitions & infill. Grade 2: Moderate damage (Slight structural damage, moderate non-structural damage) Cracks in columns & beams of frames & in structural walls. Cracks in partition & infill walls; fall of brittle cladding & plaster. Falling mortar from the joints of wall panels. Grade 3: Substantial to heavy damage (moderate structural damage, heavy non-structural damage) Cracks in columns & beam column joints of frames at the base & at joints of coupled walls. Spalling of concrete cover, buckling of reinforced rods. Large cracks in partition & infill walls, failure of individual infill panels. Grade 4: Very heavy damage (heavy structural damage, very heavy non-structural damage) Large cracks in structural elements with compression failure of concrete & fracture of rebar’s; bond failure of beam reinforcing bars; tilting of columns. Collapse of a few columns or of a single upper floor. Grade 5: Destruction (very heavy structural damage) Collapse of ground floor parts (e.g. Wings) of the building.

2.2.2.2 RVS Survey of RCC Buildings -Important Points

The RVS survey are developed for all the seismic zones II to V based on the probable

earthquake intensities, building types and damageability grades as described above. Some

special cases included therein are described below:

1) Importance of Building/Structure As per IS: 1893-2002, an important factor I is defined for

enhancing the seismic strength of buildings & structures, as follows:

Important buildings*: Hospitals, Schools, monumental structures; emergency buildings like

telephone exchange, television, radio stations, railway stations, fire stations, large

community halls like cinemas, assembly halls and subway stations, power stations,

Important Industrial establishments, VIP residences & Residences of Important

Emergency person.

*Any building having more than 100 Occupants may be treated as Important for purpose

of RVS.


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For these important buildings the value of I is specified as 1.5, by which the design seismic

force is increased by a factor of 1.5. Now the seismic zone factors for zone II to V are as

follows.

Zone II III IV V Zone Factor 0.10 0.16 0.24 0.36 It is seen that one Unit change in Seismic Zone Intensity increases the Zone Factor 1.5

times.

Hence to deal with the damageability of important buildings in any zone, they should be

checked for one Unit higher zone. The assessment forms are designed accordingly.

2) Special Hazards There are some special hazardous conditions to be considered:

I. Liquefiable condition: Normal loose sands submerged under high water table are

susceptible to liquefaction under moderate to high ground accelerations; building

founded on such soils will require special evaluation and treatment.

II. Land Slide Prone Area: If the building is situated on a hill slope which is prone to

land slide/ land slip or rock-fall under monsoon and/or earthquake, special evaluation of

the site and treatment of the building will be needed.

III. Irregular Buildings:

Irregularities in buildings are defined in Cl.7.1 of IS: 1893 – 2002 under the following

subheads:

i. Plan Irregularities: These are defined in Table 4 of the Code as follows:

a) Torsion Irregularity

b) Re-entrant Corners

c) Diaphragm Discontinuity

d) Out of Plane Offsets

e) Non – Parallel Systems

These irregularities enhance the overall damage (increased grade of damage e.g.

at re-entrant corners). Such a building may be recommended for detailed evaluation.

ii. Vertical Irregularities: The following vertical irregularities may be seen in

masonry buildings.

a) Mass Irregularity

b) Vertical Geometric Irregularity

c) In-Plane Discontinuity in vertical Elements Resisting Lateral Forces.


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If any of these irregularities are noticed, the building should be recommended for

detailed evaluation.

IV. Falling Hazard: Where such hazards are present, particularly in Zones IV & V,

recommendations should make reference to these in the survey report as indicated.

V. Type of Foundation Soil: IS 1893-2002 defines three soil types hard/stiff, medium

& soft. No effect of these is seen in the design spectra of short period buildings, T<

0.4 second, covering all masonry buildings, hence the effect may be considered not

so significant.

2.2.3 RVS of Masonry Buildings

Just like RCC buildings, the procedure for masonry buildings also utilises a damageability

grading system that requires the evaluator to (1) identify the primary structural lateral load-

resisting system, and (2) identify building attributes that modify the seismic performance

expected for this lateral load-resisting system along with non-structural components. The

inspection, data collection and decision-making process typically occurs at the building site,

and is expected to take couple of hours for a building, depending on its size.

2.2.3.1 Grades of Damageability

Five grades of damageability from G1 to G5 are specified in MSK and European Intensity

Scale as described in Table 3:

Table 3: Grades of Damageability of Masonry Buildings

Classification of damage to masonry buildings

Grade 1: Negligible to slight damage (no structural damage, slight non-structural damage) Structural: Hair-line cracks in very few walls. Non-structural: Fall of small pieces of plaster only. Fall of loose stones from upper parts of buildings in very few cases.

Grade 2: Moderate damage (Slight structural damage, moderate non-structural damage) Structural: Cracks in many walls, thin cracks in RC* slabs and A.C.* sheets. Non-structural: Fall of fairly large pieces of plaster, partial collapse of smoke chimneys on roofs. Damage to parapets, chajjas. Roof tiles disturbed in about 10% of the area. Minor damage in under structure of sloping roofs. Grade 3: Substantial to heavy damage (moderate structural damage, heavy nonstructural damage) Structural: Large and extensive cracks in most walls. Wide spread cracking of columns and piers. Non-structural: Roof tiles detach. Chimneys fracture at the roof line; failure of individual nonstructural elements (partitions, gable walls). Grade 4: Very heavy damage (heavy structural damage, very heavy non-structural damage) Structural: Serious failure of walls (gaps in walls), inner walls collapse; partial structural failure of roofs and floors. Grade 5: Destruction (very heavy structural damage) Total or near total collapse of the building.


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2.3.1.2 RVS Survey of Masonry Buildings-Important points

The RVS survey forms are developed here for all the seismic zones II to V based on the

probable earthquake Intensities, building types and damageability grades as described

above. Some special cases included therein are described below:

1) Importance of Building/Structure: Same as RCC buildings explained as under section

2.2.2.2.

2) Special Hazards

There are some special hazardous conditions to be considered:

I. Liquefiable condition: Normal loose sands submerged under high water table are

susceptible to liquefaction under moderate to high ground accelerations; building

founded on such soils will require special evaluation and treatment.

II. Land Slide Prone Area: If the building is situated on a hill slope which is prone to land

slide/ land slip or rock-fall under monsoon and/or earthquake, special geological &

geotechnical evaluation of the site and treatment of the building will be needed.

III. Irregular Buildings:

Irregularities in buildings are defined in Cl.7.1 of IS: 1893 – 2002 under the following

subheads:

i. Plan Irregularities: These are defined in Table 4 of the Code as follows:

a) Torsion Irregularity

b) Re-entrant Corners

c) Diaphragm Discontinuity

d) Out of Plane Offsets

e) Non – Parallel Systems

These irregularities enhance the overall damage (increased grade of damage e.g. at

reentrant corners). Such a building may be recommended for detailed evaluation.

ii. Vertical Irregularities: The following vertical irregularities may be seen in masonry

buildings (see Fig. A.3).

a) Mass Irregularity

b) Vertical Geometric Irregularity

c) In-Plane Discontinuity in vertical Elements Resisting Lateral Forces.


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If any of these irregularities are noticed, the building should be recommended for

detailed evaluation.

IV. Falling Hazard: Where such hazards are present, particularly in Zones IV & V,

recommendations should make reference to these in the survey report as indicated.

V. Type of Foundation Soil: IS 1893-2002 defines three soil types hard/stiff, medium

& soft. No effect of these is seen in the design spectra of short period buildings, T< 0.4

second, covering all masonry buildings, hence the effect may be considered not so

significant.

3.0 Observations

3.1 Common Vulnerabilities Observed The common vulnerabilities observed as follows:

Apparent quality

Falling Hazard

Roof Condition

Absence of Seismic Bands

Plinth Condition

Insufficient Gap between buildings

Barrier during Evacuation

Dangerous Electrical Connection

Landslide Hazard

The abovementioned vulnerabilities are explained to show how it affects the building

structure or the evacuation process, also please refer to figure 8:

3.1.1 Apparent quality

Under this type, the structure is under low maintenance leading to development of cracks

and dampness. This condition is found to be 26% of the total number of schools surveyed in

the study.

3.1.2 Falling Hazard

This type refers to structure or objects that might fall due to seismic shaking and hurt the

occupants, block the roadway to exit during an emergency evacuation or trigger any other

hazard. This the largest type of vulnerability found of about 28% of the total number of

schools surveyed in the study.


21

3.1.3 Roof Condition

This vulnerability is referred with the condition of the roof which may fall due to seismic

shaking or the condition of the truss which the roof rests upon, generally the roof of any

masonry building is found to be a Corrugate Galvanized Iron (CGI) Sheet. This vulnerability

accounts for 14% of the total number of schools surveyed in the study.

3.1.4 Absence of Seismic Band

Seismic Bands are special design features incorporated into the buildings to make them

earthquake resistant. IS 4326 refers to the building code for earthquake resistant design.

Absence of such bands accounts for 21% of the total number of schools surveyed in the

study.

3.1.5 Plinth Condition

This refers to the condition of the plinth, which is the base or platform upon which the

platform is constructed. The plinth is in direct contact with the ground and hence it is

interpreted that a deep and continuous crack on the plinth might mean a differential

settlement to the foundation of the structure. This vulnerability accounts for about 1% of the

total number of schools surveyed in the study.

3.1.6 Insufficient Gap between buildings

This is an undesirable condition as it might lead to bigger fire disaster by spreading of the

fire. This vulnerability refers to about 1% of the total schools surveyed.

3.1.7 Barriers during evacuation

Upon an unfortunate event of disaster, occupants of the school needs to evacuate from the

buildings, but some obstruction are present to obstruct the route. This vulnerability accounts

for about 5% of the schools surveyed.

3.1.8 Dangerous Electrical Connections

Refers to the loosely tied electrical connections, damaged switch boards or any such

electricity related problems which might give rise to a fire hazards in the school. This

accounts about 3% of the schools.

3.1.9 Landslide Hazard

Schools may be located on slopes which might not be stable and if the condition of the

plinth is also not good then the schools are marked landslide prone and the authorities are

requested to launch a geotechnical exploration on such sites. Such vulnerability refers to

about 1% of the total schools surveyed.


22

Figure 8: Common Vulnerabilities accounted in the study

4.0 Recommendations & Conclusions

4.1 School-Specific Recommendations Following is the list (table 4) of school-specific recommendations, it may be noted that

recommendation are repetitive in nature to cater to the common vulnerabilities in the

schools surveyed.

Table 4: School-wise Recommendations

S/ No

Name Recommendation

1

DEMDUM HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared

2

AKSHOYMONI DHANICHERRA HIGH

SCHOOL

Roof mats to be replaced by light matting material;

Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done.

Damp-proofing treatment to be done;

26%

28%14%

21%

1%1%

5%

3%

1% Apparent Quality

Falling Hazard

Roof Condition

Absence of Seismic Bands

Plinth Condition

Insufficent Gap

Barrier during evacuation

Dangerous electrical Connections

Landslide hazard


23

3

SINGIRBIL HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Damp-proofing treatment to be done;

4

RAITWISHA H/S SCHOOL

Periodical Maintenance will improve the structure's resistance to seismic activities



Seismic retrofitting of the structures with proper consultation with Structural Engineers.


A proper disaster evacuation plan needs to be drawn and mock drills should be prepared

5

LEDRAI DEWAN H.S SCHOOL





6

DUDHPUR HIGH SCHOOL

Seismic retrofitting of the structures with proper consultation with Structural Engineers


Dangerous open ended Electrical connections needs to be taken care of such that it does not lead to a fire disaster.

7

GOLAKPUR TE HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • The plinth needs proper treatment and alternatively the stability of the foundation needs to be checked through some Geo-technical explorations


24

8

DHANSINGH C.M. H.S SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. Damp-proofing treatment to be done • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Expansion Joints must be protected from seismic movements. The feasibility of Earthquake-resistant expansion joint systems must be checked.

10

NABINCHERRA HIGH SCHOOL

Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired.



11

DHANBILASH H.S SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • The plinth needs proper treatment and alternatively the stability of the foundation needs to be checked through some Geo-technical explorations • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared

12

DARCHAWI CHRISTIAN HS

SCHOOL • Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired.

13

BHAGABANAGAR HIGH SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Falling Hazards to be removed or strengthened

14

EAST KANCHANBARI HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Seismic retrofitting of the structures with proper consultation with Structural Engineers.

15

PECHARTHAL HS SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Damp-proofing treatment to be done;


25

16

DOLUGOAN HIGH SCHOOL

Damp-proofing treatment to be done


The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape.

17

FATIKROY H.S SCHOOL

• Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Falling Hazards to be removed or strengthened

18

CHAINTAIL HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Dangerous open ended Electrical connections needs to be taken care of such that it does not lead to a fire disaster.

19 FATIKCHERRA HIGH

SCHOOL • Seismic retrofitting of the structures with proper consultation with Structural Engineers.

20

ANDHARCHERRA HIGH SCHOOL

Roof mats to be replaced by light matting material



21

BELKUMBARI H/S SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired.

22

JOYGANTI H.S. SCHOOL




23

CHAGOLDEMA HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Falling Hazards to be removed or strengthened

CGI Roof needs to be strengthened against high wind velocity


26

24

FATIKROY GIRLS HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Damp-proofing treatment to be done;

25

RAMGUNA SCHOOL

Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired




26

RAMKAMAL H.S. SCHOOL

Seismic retrofitting of the structures with proper consultation with Structural Engineers



27

KUMARGHAT GIRLS HIGH SCHOOL


Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities;

Falling Hazards to be removed or strengthened

28

MANUVALLY T.E. HIGH SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Dangerous open ended Electrical connections needs to be taken care of such that it does not lead to a fire disaster.

29

GOKULNAGAR GIRLS HIGH SCHOOL



30

KACHARGHAT R.C HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Dangerous open ended Electrical connections needs to be taken care of such that it does not lead to a fire disaster.


27

31

NALKATA HIGH SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape.

32

KAILASAHAR / BHAGINI NIVEDITA GIRLS HS SCHOOL

Safety of the students to be strengthened from the vulnerability of the Construction site

33

PABIA CHERRA H.S SCHOOL





34

RANGRUNG H.S SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared

35

KRISHNANAGAR B.M HIGH SCHOOL




The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than bamboo posts.


36

KAULIKURA/ BAIDYANATH SMRITI

HS SCHOOL



28

37

HAZIBARI H.S SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Damp-proofing treatment to be done;

38

BARKHALA HIGH SCHOOL


39

BHITOR PAKHIRBADA HIGH

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities;

40

SHANTIPUR (PTL) HIGH SCHOOL




41

MASHAULI HIGH SCHOOL





42

NETAJI VIDYAPITH ENGLISH MEDIUM

SCHOOL • Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired


29

43

NAVODRONE HIGH SCHOOL

•Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Seismic retrofitting of the structures with proper consultation with Structural Engineers.

44

CHINIBAGAN HIGH SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared

45

SONAIMURI HIGH SCHOOL


46

JUBARAJNAGAR COL. GIRLS H.S.

SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities • Falling Hazards to be removed or strengthened

47

EMRAPASSA HIGH SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared


30

48

TILABAZAR H.S SCHOOL

• Seismic retrofitting of the structures with proper consultation with Structural Engineers. • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Dangerous open ended Electrical connections needs to be taken care of such that it does not lead to a fire disaster.

49

UJAN BHAGAICHERRA HIGH SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared

50

JALAI HIGH SCHOOL SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities • Falling Hazards to be removed or strengthened

51

IRANI HIGH SCHOOL • Periodical Maintenance will improve the structure's resistance to seismic activities. Damp-proofing treatment to be done

52

PABIACHERRA COLONY HIGH

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Dangerous open ended Electrical connections needs to be taken care of such that it does not lead to a fire disaster.

53

R. K. INSTITUTION • Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Damp-proofing treatment to be done;

54

NOAGAON BUNIADI HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. The lintel is in a dangerous condition and can be a falling hazard to the occupants


31

55

GANGARAM C.P. HIGH SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done.

56

RAMKRISHNA SIKSHA

PRATHISHTHAN

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Damp-proofing treatment to be done; • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared

57

KHIRODCHERRA HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done.

58

RANGAUTI HIGH SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared

59

DHARMAPUR S.B SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape.

60

BLOCKTILLA S/B SCHOOL



32

61

AHALYAPUR S/B SCHOOL

• Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Falling Hazards to be removed or strengthened

62

DAKSHIN GANGANAGAR S.B

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Falling Hazards to be removed or strengthened

63

KAMESWAR S.B SCHOOL

Periodical Maintenance will improve the structure's resistance to seismic activities • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Damp-proofing treatment to be done; • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape.

64

TILTHAI HALAMBASTI SB

SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. • Falling Hazards to be removed or strengthened • CGI Roof needs to be strengthened against high wind velocity


33

65

UPTAKALI SB SCHOOL


66

GOPALPUR S/B SCHOOL

• Seismic retrofitting of the structures with proper consultation with Structural Engineers. • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Falling Hazards to be removed or strengthened • CGI Roof needs to be strengthened against high wind velocity

67

LAXMIPUR S/B SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers.

68

URICHERRA SN S/B SCHOOL

• Damp-proofing treatment to be done; • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Falling Hazards to be removed or strengthened • CGI Roof needs to be strengthened against high wind velocity

69

SEULAL PARA S.B SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. • Falling Hazards to be removed or strengthened • CGI Roof needs to be strengthened against high wind velocity

70

KENDRIYA VIDYALAYA, PANISAGAR

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired.


34

72

PASCHIM CHANDRAPUR S.B

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape.

73

KEORIBARI S.B SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. Seismic retrofitting of the structures with proper consultation with Structural Engineers

74

HEMSUKLA SB SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Damp-proofing treatment to be done; • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Falling Hazards to be removed or strengthened • CGI Roof needs to be strengthened against high wind velocity Expansion Joints must be protected from seismic movements. The feasibility of Earthquake-resistant expansion joint systems must be checked

75

BARGUL HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Damp-proofing treatment to be done • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape.


35

76

SUKNACHERRA S/B SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Falling Hazards to be removed or strengthened • Expansion Joints must be protected from seismic movements. The feasibility of Earthquake-resistant expansion joint systems must be checked.

77

NORTH LAXMIPUR S/B SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers.

78

MRITTINGACHERRA S.B SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. Damp-proofing treatment to be done • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Falling Hazards to be removed or strengthened

79

BARCHERRA SB SCHOOL

• Seismic retrofitting of the structures with proper consultation with Structural Engineers. • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape.

80

NORTHPOINT HIGH SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Falling Hazards to be removed or strengthened

81

TRIPURASWARI SHIHU TIRTHA

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape.


36

82

ICHAITULGOAN S.B SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Damp-proofing treatment to be done • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Falling Hazards to be removed or strengthened • CGI Roof needs to be strengthened against high wind velocity • Dangerous open ended Electrical connections needs to be taken care of such that it does not lead to a fire disaster.

83

JULAIBASSA S.B SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Damp-proofing treatment to be done; • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape

84

MANGAL KHALI S.B SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers • The plinth needs proper treatment and alternatively the stability of the foundation needs to be checked through some Geo-technical explorations

85

RADHAPUR S.B SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape.


37

87

WEST BILTHAI SB SCHOOL

• Roof mats to be replaced by light matting material; • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. • Falling Hazards to be removed or strengthened

88

TANGIBARI S.B SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape

89

BETHLEHEM ENGLISH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape.

90

UTTAR PADMABIL B.H COL S.B SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Falling Hazards to be removed or strengthened


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91

MADABPUR SB.SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Damp-proofing treatment to be done; • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape.

92

BHAGHYA INDRAMONI S.B

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Falling Hazards to be removed or strengthened

93

SOUTH EAST HURUA S.B SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities

94

SONARERBSA S.B SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Damp-proofing treatment to be done; • CGI Roof needs to be strengthened against high wind velocity


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95

ZOITHANG S.B SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Damp-proofing treatment to be done; • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape.

96

MADHYA DEOCHERRA NABIN

S.B SCHOOL


97

BAITHANG BARI S.B SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. • The plinth needs proper treatment and alternatively the stability of the foundation needs to be checked through some Geo-technical explorations

98

BLUE MOUNT ENGLISH MEDIUM

SCHOOL



40

99

LATUGOAN S.B SCHOOL


100

KAMESWARGAO BHUMIHIN COL S.B.

SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared

101

HOLI CROSS CONVENT SCHOOL,

SAKAIBARI

Seismic retrofitting of the structures with proper consultation with Structural Engineers • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. • Falling Hazards to be removed or strengthened

102

PANISAGAR HOLY CROSS SCHOOL

• Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared

103

NOAGANG INDRACHERRA HIGH

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Damp-proofing treatment to be done

104

SHANTY MENTION INSTITUTE

• Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Damp-proofing treatment to be done; • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared

105

KAWNPUI RP HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities • Seismic retrofitting of the structures with proper consultation with Structural Engineers • Damp-proofing treatment to be done;


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106

ST.THOMAS HIGH SCHOOL

• Seismic retrofitting of the structures with proper consultation with Structural Engineers • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. • The plinth needs proper treatment and alternatively the stability of the foundation needs to be checked through some Geo-technical explorations • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Falling Hazards to be removed or strengthened

107

JAWAHAR NAVODAYA VIDYALAYA

• Periodical Maintenance will improve the structure's resistance to seismic activities • Seismic retrofitting of the structures with proper consultation with Structural Engineers • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Falling Hazards to be removed or strengthened • Expansion Joints must be protected from seismic movements. The feasibility of Earthquake-resistant expansion joint systems must be checked

108

JAMPUI HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Seismic retrofitting of the structures with proper consultation with Structural Engineers • Damp-proofing treatment to be done;

109

JALABASA HIGH SCHOOL

• Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared Falling Hazards to be removed or strengthened • Dangerous open ended Electrical connections needs to be taken care of such that it does not lead to a fire disaster

110

KANCHANPUR GOVT. ENGLISH

MEDIUM SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Damp-proofing treatment to be done; • Dangerous open ended Electrical connections needs to be taken care of such that it does not lead to a fire disaster.


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111

PANISAGAR HS (+2) STAGE SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Damp-proofing treatment to be done • Falling Hazards to be removed or strengthened

112

BHALLUKCHERRA HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; Damp-proofing treatment to be done

113

PIPLACHERRA HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. Damp-proofing treatment to be done; • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape.

114

RADHAMADABPUR HIGH SCHOOL

• Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Falling Hazards to be removed or strengthened • CGI Roof needs to be strengthened against high wind velocity

115

SATNALA H.S SCHOOL

• Seismic retrofitting of the structures with proper consultation with Structural Engineers • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Falling Hazards to be removed or strengthened • CGI Roof needs to be strengthened against high wind velocity • Expansion Joints must be protected from seismic movements. The feasibility of Earthquake-resistant expansion joint systems must be checked.

116

PURBA SATNALA COL. HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. Seismic retrofitting of the structures with proper consultation with Structural Engineers • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Falling Hazards to be removed or strengthened • CGI Roof needs to be strengthened against high wind velocity


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117

ROWA HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities;

118

PURNAJOY CB HIGH SCHOOL

• Seismic retrofitting of the structures with proper consultation with Structural Engineers • Falling Hazards to be removed or strengthened • Dangerous open ended Electrical connections needs to be taken care of such that it does not lead to a fire disaster.

119

DASDA HIGH SCHOOL

• Damp-proofing treatment to be done; • Falling Hazards to be removed or strengthened • CGI Roof needs to be strengthened against high wind velocity

120

DEOCHERRA HS SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; •Damp-proofing treatment to be done

120

DRP CLASS – XII SCHOOL

•Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired • Seismic retrofitting of the structures with proper consultation with Structural Engineers. •Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities •Damp-proofing treatment to be done • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Falling Hazards to be removed or strengthened

121

PEKUCHERRA HIGH SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. • Falling Hazards to be removed or strengthened


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122

LONGAI NARENDRANAGAR

HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities;

123

DAMCHERRA HS (+2) STAGE SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. •Damp-proofing treatment to be done

125

HURUA HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • CGI Roof needs to be strengthened against high wind velocity

126

ALGAPUR HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Damp-proofing treatment to be done; • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared

127

UTTAR LALJURI HIGHER SECONDARY

SCHOOL

•Seismic retrofitting of the structures with proper consultation with Structural Engineers. • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape.


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128

LALJURI H.S SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. •Seismic retrofitting of the structures with proper consultation with Structural Engineers • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. • Falling Hazards to be removed or strengthened • CGI Roof needs to be strengthened against high wind velocity

129

ANANDABAZAR CLASS-XII SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. •A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • CGI Roof needs to be strengthened against high wind velocity

130

GACHIRAMPARA HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; •Seismic retrofitting of the structures with proper consultation with Structural Engineers • CGI Roof needs to be strengthened against high wind velocity

131

PEARACHERRA TE HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; •Seismic retrofitting of the structures with proper consultation with Structural Engineers •Damp-proofing treatment to be done

132

BALAKMONI HIGH SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. •Seismic retrofitting of the structures with proper consultation with Structural Engineers. •Damp-proofing treatment to be done • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape.


46

133

TILTHAI DO-BHANGA HIGH

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. •Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. • Falling Hazards to be removed or strengthened

134

JOYNAGAR HIGH SCHOOL

•Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need • to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Damp-proofing treatment to be done; • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. • Seismic retrofitting of the structures with proper consultation with Structural Engineers

135

TILTHAI RC HS SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Expansion Joints must be protected from seismic movements. The feasibility of Earthquake-resistant expansion joint systems must be checked.

136

PADMABIL HS SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. •Damp-proofing treatment to be done • CGI Roof needs to be strengthened against high wind velocity •Expansion Joints must be protected from seismic movements. The feasibility of Earthquake-resistant expansion joint systems must be checked


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137

JIBAN TRIPURA HS SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • CGI Roof needs to be strengthened against high wind velocity • Dangerous open ended Electrical connections needs to be taken care of such that it does not lead to a fire disaster.

139 SABUAL HIGH

SCHOOL • Seismic retrofitting of the structures with proper consultation with Structural Engineers

140

TLAGSANG HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Falling Hazards to be removed or strengthened • CGI Roof needs to be strengthened against high wind velocity

141

RABINDRANAGAR H.S SCHOOL

• Seismic retrofitting of the structures with proper consultation with Structural Engineers. •Damp-proofing treatment to be done; • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • CGI Roof needs to be strengthened against high wind velocity

142

RAJARAI CP HIGH SCHOOL

•Seismic retrofitting of the structures with proper consultation with Structural Engineers • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Falling Hazards to be removed or strengthened • CGI Roof needs to be strengthened against high wind velocity


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143

KANCHANPUR HIGHER SECONDARY

SCHOOL.

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. •Seismic retrofitting of the structures with proper consultation with Structural Engineers •Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Falling Hazards to be removed or strengthened

144

KACHANPUR COL. GIRLS’ H/S SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. •The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared

145

LALCHERRA HS SCHOOL

•Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired •Roof mats to be replaced by light matting material •Seismic retrofitting of the structures with proper consultation with Structural Engineers • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared

146

GANGANAGAR HS SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. •Damp-proofing treatment to be done • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities;


49

146

BAGBASA HIGH SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. •Seismic retrofitting of the structures with proper consultation with Structural Engineers • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared

148

BRAJENDRANAGAR HS SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. •Seismic retrofitting of the structures with proper consultation with Structural Engineers. •Damp-proofing treatment to be done;

149

BILTHAI HS SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Damp-proofing treatment to be done; • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Falling Hazards to be removed or strengthened • CGI Roof needs to be strengthened against high wind velocity

150

DAKSHIN PANISAGAR HIGH

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. •Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape.


50

151

KALAGANGERPAR HIGH SCHOOL

•Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired •Seismic retrofitting of the structures with proper consultation with Structural Engineers •Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities • The plinth needs proper treatment and alternatively the stability of the foundation needs to be checked through some Geo-technical explorations

152

KURTI COL. HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities

153

AMTILA V.N. HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. •Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities •The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. • CGI Roof needs to be strengthened against high wind velocity

154

TARAKPUR HIGH SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the fa1lling hazard to its occupant is less and at the same time the air circulation is also properly done •Seismic retrofitting of the structures with proper consultation with Structural Engineers •Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities •CGI Roof needs to be strengthened against high wind velocity


51

155

SATSANGAM HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the fa1lling hazard to its occupant is less and at the same time the air circulation is also properly done. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Damp-proofing treatment to be done; • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared

156

HUPLONGCHERRA TE HS SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the fa1lling hazard to its occupant is less and at the same time the air circulation is also properly done. •Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Falling Hazards to be removed or strengthened • CGI Roof needs to be strengthened against high wind velocity

157

HALFLONG VILL. HIGH SCHOOL

•Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the fa1lling hazard to its occupant is less and at the same time the air circulation is also properly done. •Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Falling Hazards to be removed or strengthened

158

PRATYEKROY HS SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Damp-proofing treatment to be done; • Expansion Joints must be protected from seismic movements. The


52

feasibility of Earthquake-resistant expansion joint systems must be checked.

159

KURTI HS FAZIL MADRASSA

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • The plinth needs proper treatment and alternatively the stability of the foundation needs to be checked through some Geo-technical explorations • Expansion Joints must be protected from seismic movements. The feasibility of Earthquake-resistant expansion joint systems must be checked.

160

SOUTH FULBARI HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Damp-proofing treatment to be done; • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape.

161 CHANDPUR HIGH

SCHOOL

• Periodical Maintainance will improve the structure's resistance to seismic activities. The cracks needs to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furnitures, in a room where there are occupants using it daily, must be taught to school authorities;

162 LALCHERRA COL.

HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks and the spalling of concrete need to be repaired. • Roof mats to be replaced by light matting material; • Damp-proofing treatment to be done; • Seismic retrofitting of the structures with proper consultation with Structural Engineers.


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163 JUBARAJNAGAR HIGH SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers.

164 BISHNUPUR HIGH

SCHOOL

• Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Periodical Maintenance will improve the structure's resistance to seismic activities. • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done.

165 PAIZZA GOVT HIGH

SCHOOL

• Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities;

166 KHEDACHERRA HIGH SCHOOL

• Seismic retrofitting of the structures with proper consultation with Structural Engineers.

167 LAXMINAGAR HIGH

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks needs to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities;

168 SHANTIPUR HIGH

SCHOOL

• The CGI Sheets needs to be supported on a more stable trusses (like Mild Steel Frames) than wooden trusses which are not in proper shape. • The plinth needs proper treatment and alternatively the stability of the foundation needs to be checked through some Geo-technical explorations • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities


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169 BALANANJAYANTI

HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. • Damp-proofing treatment to be done; • Seismic retrofitting of the structures with proper consultation with Structural Engineers

170 KSHUDRAKANDI HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Damp-proofing treatment to be done; • The stability of the foundation needs to be checked through some o-technical explorations. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities

171 RAMCHARAN CP

HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Damp-proofing treatment to be done

172 BATARASHI HIGH

SCHOOL

• The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than concrete columns which are not in proper shape. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared

174 KRISHNAPUR HS

SCHOOL

• The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities


55

175 WEST RADHAPUR

HIGH SCHOOL

• Seismic retrofitting of the structures with proper consultation with Structural Engineers • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities

176 EAST PADMABIL HIGH SCHOOL

• Seismic retrofitting of the structures with proper consultation with Structural Engineers • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Periodical Maintenance will improve the structure's resistance to seismic activities.

177 PASCHIM

PANISAGAR HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Damp-proofing treatment to be done

178 SRIBHUMI

VIDYABHAWAN HS SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Falling Hazards to be removed or strengthened • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done.

179 HMAWNCHUAN HIGH SCHOOL

• Seismic retrofitting of the structures with proper consultation with Structural Engineers


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180 VANGHMUN HIGH

SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Damp-proofing treatment to be done; • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities

181 HMANPUI HIGH

SCHOOL

• The CGI Sheets needs to be supported on a more stable truss than the MS Truss in this school which are not in proper shape. • Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • CGI Roof needs to be strengthened against high wind velocity • Seismic retrofitting of the structures with proper consultation with Structural Engineers.

182 BAGHAN HS

SCHOOL

• Falling Hazards to be removed or strengthened • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. •Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired.

183 FULBARI HS SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers.

184 KADAMTALA HS

SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared


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185 CHURAIBARI HS

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. •Damp-proofing treatment to be done

186 GOLDEN VALLEY HS

SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • CGI Roof needs to be strengthened against high wind velocity

187 D.N. VIDYAMANDIR

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Falling Hazards to be removed or strengthened

188 PADMAPUR HS

SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Falling Hazards to be removed or strengthened


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189 NAYAPARA HS

SCHOOL

• Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Falling Hazards to be removed or strengthened

190 DMN GOVT. GIRLS

HS SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared

191 RAMKRISHNA VIVEKANANDA VIDYAMANDIR

• Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Falling Hazards to be removed or strengthened • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Dangerous open ended Electrical connections needs to be taken care of such that it does not lead to a fire disaster.

192 AUXILIUM GIRLS H S

SCHOOL.

• Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Falling Hazards to be removed or strengthened

193 ABHOYNAGAR

NAZRUL SMRITI VIDYALAYA

• Expansion Joints must be protected from seismic movements. The feasibility of Earthquake-resistant expansion joint systems must be checked. •Seismic retrofitting of the structures with proper consultation with Structural Engineers. • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. • Periodical Maintenance will improve the structure's resistance to seismic activities.


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194 BANI VIDYAPITH

GIRLS H S SCHOOL

• Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. • Falling Hazards to be removed or strengthened CGI Roof needs to be strengthened against high wind velocity

195 BIJOY KUMAR HS

SCHOOL

•Periodical Maintenance will improve the structure's resistance to seismic activities. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Damp-proofing treatment to be done; A proper disaster evacuation plan needs to be drawn and mock drills should be prepared

196 BODHJUNG BOYS HS

SCHOOL

• Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Falling Hazards to be removed or strengthened • Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired.

197 ACHARYA PRAFULLA

CHANDRA ROY HS SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared

198 HENRY DEROZIO H S

SCHOOL

• Seismic retrofitting of the structures with proper consultation with Structural Engineers. • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Falling Hazards to be removed or strengthened


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199 NANDANAGAR H S

SCHOOL

• Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than Mild Steel Brackets. • Dangerous open ended Electrical connections needs to be taken care of such that it does not lead to a fire disaster.

200 UMAKANTA ACADEMY


201 NETAJI SUBHASH VIDYANIKETAN

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Falling Hazards to be removed or strengthened

202 BARJALA HS SCHOOL


203 CHANDRAPUR HIGH

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. • Damp-proofing treatment to be done; • Dangerous open ended Electrical connections needs to be taken care of such that it does not lead to a fire disaster.

204 KENDRIYA VIDYALAYA KUNJABAN

• Periodical Maintenance will improve the structure's resistance to seismic activities • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Damp-proofing treatment to be done; • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared

205 SRI KRISHNA

MISSION SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers


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206 BODHJUNG GIRLS

HS SCHOOL


207 MAHATMA GANDHI

MEMORIAL H/S SCHOOL

• Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Damp-proofing treatment to be done;

208 MTB H/S SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities;

209 RAMNAGAR BOYS

HS SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Damp-proofing treatment to be done; • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • proper disaster evacuation plan needs to be drawn and mock drills should be prepared

210 KAMINI KUMAR

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Seismic retrofitting of the structures with proper consultation with Structural Engineers • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities;

211 PRAGATI

VIDYAMANDIR



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212 PALLIMANGAL HS

SCHOOL.


213 DON BOSCO HS

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Falling Hazards to be removed or strengthened

214 DR.B R AMBEDKAR

HIGH SCHOOL

• Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared

215 RESHAMBAGAN HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done.

216 SWAMI

DAYALANANDA HS SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities;

217 RAMTHAKUR

PATHSHALA BOYS HS SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Damp-proofing treatment to be done; • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared


63

218 RAMTHAKUR

PATHSHALA GIRLS HS SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Damp-proofing treatment to be done;

219 PRACHYA BHARATI

HS SCHOOL • Seismic retrofitting of the structures with proper consultation with Structural Engineers

220 SAKHICHARAN

VIDYANIKETAN H S SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Damp-proofing treatment to be done;

221 NEW MODEL

VILLAGE GIRLS HIGH SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared

222 RAMKRISHNA

ASHRAM VIDYAMANDIR


224 UPENDRA GIRLS H S

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Damp-proofing treatment to be done; • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities;


64

225 HINDI H/S SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Damp-proofing treatment to be done; • Falling Hazards to be removed or strengthened

226 AMTALI HS SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Damp-proofing treatment to be done; • Seismic retrofitting of the structures with proper consultation with Structural Engineers.

227 PRANAVANANDA

VIDYAMANDIR H/S SCHOOL


228 ANANDANAGAR H S

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. Damp-proofing treatment to be done

229 HAPANIA H/S

SCHOOL

• Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Damp-proofing treatment to be done; • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared

230 SHANCINDRALAL

VIDYANIKETAN H/S

• Periodical Maintenance will improve the structure's resistance to seismic activities. • Roof mats to be replaced by light matting material; Seismic retrofitting of the structures with proper consultation with Structural Engineers • Damp-proofing treatment to be done


65

231 BELABAR H/S

SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities;

232 MADHUBAN DUKLI

H.S SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape.

233 MADHUBAN (K) H.S

SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. • Dangerous open ended Electrical connections needs to be taken care of such that it does not lead to a fire disaster.

234 KENDRIYA

VIDYALAYA H/S (ONGC)

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Damp-proofing treatment to be done;


66

235 SURJAMANI NAGAR

HS SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Dangerous open ended Electrical connections needs to be taken care of such that it does not lead to a fire disaster.

236 SAHID KHYUDIRAM

VIDYABHABAN HIGH SCHOOL


237 DASHARATH DEB VIDYAMANDIR HS

SCHOOL


238 MADHABPUR H.S

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities;


67

239 RADHA KISHORGANJ

H/S SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Damp-proofing treatment to be done; • Dangerous open ended Electrical connections needs to be taken care of such that it does not lead to a fire disaster.

240 LAXMICHARA R.K.

H.S SCHOOL


241 DURGAPUR H.S

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Damp-proofing treatment to be done; • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape.

242 DR B.R AMBEDKAR ENGLISH MODEL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Damp-proofing treatment to be done; • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Expansion Joints must be protected from seismic movements. The feasibility of Earthquake-resistant expansion joint systems must be checked.

243 SUBHASHNAGAR H.S

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape.

244 DR. B. R. AMBDKAR

HS SCHOOL

• Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities;


68

• Dangerous open ended Electrical connections needs to be taken care of such that it does not lead to a fire disaster.

245 ARUNDHUTINAGAR

H.S SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Damp-proofing treatment to be done • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape.

246 BORDOWALI H S

SCHOOL.

• Periodical Maintenance will improve the structure's resistance to seismic activities • Damp-proofing treatment to be done • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Seismic retrofitting of the structures with proper consultation with Structural Engineers

247 BADHARGHAT H.S

SCHOOL

• Seismic retrofitting of the structures with proper consultation with Structural Engineers • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. • The water tank should be braced against fall

248 BIDHROHI KABI

NAJRUL HS SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Dangerous open ended Electrical connections needs to be taken care of such that it does not lead to a fire disaster.


69

249 CHARIPARA H.S

SCHOOL


250 ISHAN CHANDRA PARAGANA H.S

SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape.

251 KABIRAJ TILLA HS

SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Dangerous open ended Electrical connections needs to be taken care of such that it does not lead to a fire disaster.

252 MOHANPUR H.S

SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities;


70

253 BERIMURA H.S

SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Damp-proofing treatment to be done;

254 NAVAGRAM H/S

SCHOOL


255 NARSINGARH HS

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared

256 SANKARA ACHARYA

H.S SCHOOL

• Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Damp-proofing treatment to be done; • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared

257 GANDHIGRAM H.S

SCHOOL

• Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Dangerous open ended Electrical connections needs to be taken care of such that it does not lead to a fire disaster.


71

258 SURENDRANAGAR

HS SCHOOL


259 ISHANPUR HS

SCHOOL

• Roof mats to be replaced by light matting material; • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape.

260 KAMALGHAT H/S

SCHOOL


261 RAVIKUMAR HS

SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Dangerous open ended Electrical connections needs to be taken care of such that it does not lead to a fire disaster.

262 TALTALA H.S

SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities;

263 FATIKCHARA HIGH

SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where


72

there are occupants using it daily, must be taught to school authorities;

264 NUTUNNAGAR HS

SCHOOL

• Seismic retrofitting of the structures with proper consultation with Structural Engineers. • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Falling Hazards to be removed or strengthened • CGI Roof needs to be strengthened against high wind velocity

265 BHAVANS TRIPURA

VIDYAMANDIR


266 TRIPURESWARI

VIDYAMANDIR HS SCHOOL

• Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape.

267 GOPALNAGR HS

SCHOOL


268 HARIANAKHAL H.S

SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape.


73

269 LEFUNGA H.S

SCHOOL


270 SUKANTA ACADEMY ENGLISH MEDIUM

SCHOOL.

• Periodical Maintenance will improve the structure's resistance to seismic activities • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities;

271 BIRENDRANAGAR H

S SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Damp-proofing treatment to be done

272 JIRANIA KHALA HS

SCHOOL


273 CHAMPAKNAGAR

HS SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers.


74

274 RANIRBAZAR

VIDYAMANDIR H S SCHOOL.

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Damp-proofing treatment to be done;• Seismic retrofitting of the structures with proper consultation with Structural Engineers.

275 OLD AGARTALA H S

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Damp-proofing treatment to be done; • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Falling Hazards to be removed or strengthened

276 RANIGANJ GIRLS H S

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Damp-proofing treatment to be done;

277 RANIRGAON H S

SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared


75

278 DURGA

CHOWDHURY H S SCHOOL


279 NEW MANDAI BAZAR HIGH

SCHOOL


280 MANDWI BAZAR

HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Damp-proofing treatment to be done; • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape.

281 SANHATI

VIDYAMANDIR H/S SCHOOL

• Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Falling Hazards to be removed or strengthened

282 BARJALA BINAPANI

H/S SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared

283 BRAJA NAGAR H/S

SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Falling Hazards to be removed or strengthened

284 KOBRA KHAMAR H S

SCHOOL

• Roof mats to be replaced by light matting material; • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared


76

285 TRIPURA

LOKSHIKSHALOY HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Damp-proofing treatment to be done; • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared

286 BELBARI HIGH

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The expansion joints needs to be repaired. • Seismic retrofitting of the structures with proper consultation with Structural Engineers.

287 MELAGHAR GIRLS

HIGHER SECONDARY SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Damp-proofing treatment to be done;

288 MELAGHAR HIGHER

SECONDARY SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Damp-proofing treatment to be done; • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape.

289 KHASCHOWMUHAN

I HS SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • The plinth needs proper treatment and alternatively the stability of the foundation needs to be checked through some Geo-technical explorations • Falling Hazards to be removed or strengthened


77

290 TAIBANDAL HS

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than the concrete supports which are not in proper shape. • The plinth needs proper treatment and alternatively the stability of the foundation needs to be checked through some Geo-technical explorations

291 URMAI HS SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape

292 MANAI PATHAR HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Damp-proofing treatment to be done;

293 SANTINAGAR HIGH

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Damp-proofing treatment to be done;

294 KALI

KRISHNANAGAR HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Falling Hazards to be removed or strengthened

295 THALIBARI HS

SCHOOL

• Damp-proofing treatment to be done; • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape.

296 BARNARAYAN HS

SCHOOL



78

297 KHATALIA HS

SCHOOL

• Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Dangerous open ended Electrical connections needs to be taken care of such that it does not lead to a fire disaster.

298 NIDAYA HS SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done.

299 RABINDRANAGAR

HS SCHOOL


300 PURBA

GAKULNAGAR HS SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Damp-proofing treatment to be done • Expansion Joints must be protected from seismic movements. The feasibility of Earthquake-resistant expansion joint systems must be checked. • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape.

301 NC INSTITUTE HS

SCHOOL


302 MOHARCHERA H.S

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Damp-proofing treatment to be done; • Expansion Joints must be protected from seismic movements. The feasibility of Earthquake-resistant expansion joint systems must be checked.


79

303 SONAMURA

ENGLISH MEDIUM HS SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Damp-proofing treatment to be done • Roof mats to be replaced by light matting material;

304 OFFICE TILLA HS

SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. • The plinth needs proper treatment and alternatively the stability of the foundation needs to be checked through some Geo-technical explorations

305 KHAMARBARI HIGH

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities;

306 CHANDANMURA

HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Falling Hazards to be removed or strengthened

307 LAXMAN DEPHA

HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape.

308 NALCHAR HIGH

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks and concrete columns needs to be repaired. • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape.


80

309 POANBARI HIGH

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared

310 TAKSAPARA HIGH

SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Damp-proofing treatment to be done;

311 MELAGHAR

THAKURPARA HIGH SCHOOL

• The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared

312 TELKAJLA HIGH

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape.

313 MOHAMBHOG HIGH

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Damp-proofing treatment to be done; •A proper disaster evacuation plan needs to be drawn and mock drills should be prepared

314 SOUTH TAIBANDAL

HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities • Seismic retrofitting of the structures with proper consultation with Structural Engineers.

315 NORTH

KAMRANGATALI HS SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • The plinth needs proper treatment and alternatively the stability of the foundation needs to be checked through some Geo-technical explorations

316 RANGAMATIA

SOUTH HS SCHOOL

• Roof mats to be replaced by light matting material • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Falling Hazards to be removed or strengthened


81

317 ADITYA MALLA

BARMAN SMRITY HS SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. • The plinth needs proper treatment and alternatively the stability of the foundation needs to be checked through some Geo-technical explorations

318 MADHUPUR H.S

SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done.

319 BISHRAMGANG HS

SCHOOL


320 CHARILAM HS

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared

321 CHARILAM HIGH

SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Damp-proofing treatment to be done; • Falling Hazards to be removed or strengthened

322 PEKUARJALA H.S

SCHOOL



82

323 PURBA LAXMIBILL

HS SCHOOL


324 LALSINGMURA HS

SCHOOL


325 DEBIPUR H.S

SCHOOL


326 GHANIAMARA H.S

SCHOOL


327 SEPAHIJALA HS

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Damp-proofing treatment to be done • The CGI Sheets needs to be supported on a more stable truss than concrete posts which are not in proper shape.

328 AMBEDKAR

ADARSHA UCHCHA VIDYALAYA

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • The CGI Sheets needs to be supported on a more stable truss

329 KARAIMURA HS

SCHOOL

• Damp-proofing treatment to be done; • Dangerous open ended Electrical connections needs to be taken care of such that it does not lead to a fire disaster • Expansion Joints must be protected from seismic movements. The feasibility of Earthquake-resistant expansion joint systems must be checked.

330 BAIDYARDIGHI H.S

SCHOOL



83

331 AMARENDRANAGAR

HIGH SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Damp-proofing treatment to be done • Falling Hazards to be removed or strengthened

332 SRINAGAR GABORDI HIGHER SECONDARY

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. • Falling Hazards to be removed or strengthened

333 BISHRAMGANJ DONBOSCO HS

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Damp-proofing treatment to be done; • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared

334 MAIGANGA

SUKANTA H.S SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Falling Hazards to be removed or strengthened • Dangerous open ended Electrical connections needs to be taken care of such that it does not lead to a fire disaster.

335 MOHARCHERA H.S

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Damp-proofing treatment to be done • Falling Hazards to be removed or strengthened Expansion Joints must be protected from seismic movements. The feasibility of Earthquake-resistant expansion joint systems must be checked


84

336 MAHARANIPUR H.S

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Damp-proofing treatment to be done; • Dangerous open ended Electrical connections needs to be taken care of such that it does not lead to a fire disaster.

337 PARAKALAK H.S

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Damp-proofing treatment to be done

338 TELIMURA HS

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. • Falling Hazards to be removed or strengthened

339 TUCHINDRAIBARI

H.S SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities • Seismic retrofitting of the structures with proper consultation with Structural Engineers • Damp-proofing treatment to be done • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. • CGI Roof needs to be strengthened against high wind velocity • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Falling Hazards to be removed or strengthened • Dangerous open ended Electrical connections needs to be taken care of such that it does not lead to a fire disaster.

340 FULBASI DASPARA

HIGH SCHOOL



85

341 HADRAI

RADHAMADHAB H.S SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. Damp-proofing treatment to be done

342 METHRAI

REANGBARI HIGH SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities • Damp-proofing treatment to be done

343 THAPIDAYAL

VIDYANIKETAN HIGH SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than concrete columns which are not in proper shape. • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared

344 GHILATALI BAZAR

H.S SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities • Damp-proofing treatment to be done; • Dangerous open ended Electrical connections needs to be taken care of such that it does not lead to a fire disaster.

345 NORTH GHILATALI

(RATIA) H.S SCHOOL • Damp-proofing treatment to be done

346 RAMBABU

SAMPADAK PARA HIGH SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school


86

authorities; • Damp-proofing treatment to be done

347 GAYANGFUNG HIGH

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Damp-proofing treatment to be done • Falling Hazards to be removed or strengthened

348 BALARAM KOBRA

H.S SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Dangerous open ended Electrical connections needs to be taken care of such that it does not lead to a fire disaster.

349 DWARIKAPUR HIGH

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Damp-proofing treatment to be done • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared

350 SARANJOY

CHOWDHURI H.S SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Damp-proofing treatment to be done • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared

351 MUNGIABARI H.S

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities • Damp-proofing treatment to be done; Dangerous open ended Electrical connections needs to be taken care of such that it does not lead to a fire disaster

352 TUIMADHU HIGH

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities • Seismic retrofitting of the structures with proper consultation with Structural Engineers

353 TUI THAM PUI HIGH

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. • Roof mats to be replaced by light matting material The plinth needs proper treatment


87

354 OFFICETILLA HIGH

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers.

355

KHOWAI GOVERNMENT

ENGLISH HIGHER SECONDARY

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities • Damp-proofing treatment to be done • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Expansion Joints must be protected from seismic movements. The feasibility of Earthquake-resistant expansion joint systems must be checked.

356 CHEBRI HIGH

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Damp-proofing treatment to be done;

357 DHALABIL HIGH

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared


88

358 BATTALI HIGH

SCHOOL


359 GANKI HIGHER

SECONDARY SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; •Damp-proofing treatment to be done • The plinth needs proper treatment and alternatively the stability of the foundation needs to be checked through some Geo-technical explorations

360 CHEBRI H.S SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; •Damp-proofing treatment to be done

361 SONATALA GOVT

H.S SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; •Falling Hazards to be removed or strengthened

362 SARAT CHANDRA HS

SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Damp-proofing treatment to be done • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape


89

363 RATANPUR HIGHER

SECONDARY SCHOOL

• Roof mats to be replaced by light matting material; •Seismic retrofitting of the structures with proper consultation with Structural Engineers • Damp-proofing treatment to be done;

364 BAIJALBARI HIGHER

SECONDARY SCHOOL

• Roof mats to be replaced by light matting material; •Seismic retrofitting of the structures with proper consultation with Structural Engineers • Damp-proofing treatment to be done;

365 AMPURA H.S

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Damp-proofing treatment to be done;

366 PURNIMA HIGH

SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. • Falling Hazards to be removed or strengthened

367 LALCHERRA GIRL’S

HS SCHOOL

•Damp-proofing treatment to be done; • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Expansion Joints must be protected from seismic movements. The feasibility of Earthquake-resistant expansion joint systems must be checked. • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape.


90

368 GOURANGATILLA

HIGH SCHOOL


369 ASHOKBAN COLONY

SB SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material • Seismic retrofitting of the structures with proper consultation with Structural Engineers. •Damp-proofing treatment to be done • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape.

370 BARAMAIDAN HIGH

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired. • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Damp-proofing treatment to be done;

371 ASHARAMBARI HS

SCHOOL

• Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired • Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape. • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared


91

372 JAMBURA H.S.

SCHOOL

• Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities; • Damp-proofing treatment to be done • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared • Periodical Maintenance will improve the structure's resistance to seismic activities. The cracks need to be repaired.

373 BACHAIBARI HS

SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Damp-proofing treatment to be done • A proper disaster evacuation plan needs to be drawn and mock drills should be prepared

374 BHARAT SARDAR HS

SCHOOL


375 TULASHIKHAR RAJNAGAR HS

SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers • Damp-proofing treatment to be done; • Importance of stacking not too many furniture, in a room where there are occupants using it daily, must be taught to school authorities;

376 BELCHERRA HIGH

SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Damp-proofing treatment to be done; • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape


92

377 KMR HIGH SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • The CGI Sheets needs to be supported on a more stable truss (like Mild Steel Frames) than wooden trusses which are not in proper shape.

378 BEHALABARI HS

SCHOOL

• Roof mats to be replaced by light matting material; • Ceiling fans in Classrooms and staff-room to be replaced with wall mounted fans at strategic positions such that the falling hazard to its occupant is less and at the same time the air circulation is also properly done. • Seismic retrofitting of the structures with proper consultation with Structural Engineers. • Damp-proofing treatment to be done; • Expansion Joints must be protected from seismic movements. The feasibility of Earthquake-resistant expansion joint systems must be checked.

4.2 Conclusion In conclusion, majority of the vulnerabilities arise from falling hazards, under-maintenance

and absence of earthquake resistant features. This gives rise to the recommendations like

more proper maintenance, damp proofing and taking care of dangerous open-ended

connections which are short term and quicker in nature. This is to be considered that disaster

mitigation and preparedness arise from long term and more permanent solutions in nature.

Some long term recommendation arise from more in-depth explorations of underlying factors

like earthquake resistant design or the geotechnical stability of foundation or slopes.

4.3 Road Ahead Following are the take away for the authorities to engross into:

Structural Engineers should be employed to check the feasibility of incorporating

seismic bands or other earthquake resistant to the existing design

Geotechnical Engineers to be engaged to understand the stability of the structure’s

foundation or the slope on which the school rests

Earthquake Resistant Expansion Join (ERJ)—the feasibility should be checked with

the help of Structural Engineers

A proper study to be done on the evacuation routes of each schools so that the bottle-

necks and the obstacles could be identified, the situations could be simulated using

statistical modelling


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References

1. Tripura Disaster Management Authority & Revenue Department Government of

Tripura. State Disaster Management Plan State Disaster Management Plan (2011-12).

Agartala: Govt of Tripura, 2012. Print.

2. Office of the Registrar general & Census of India. Census of India. New Delhi: 2011. Print.

3. Calvi, G et al. "Development of Seismic Vulnerability Assessment Methodologies over the

past 30 Years". ISET Journal of Earthquake Technology 43.3 (2006): 75-104. Print.

4. Centre for Earthquake Engineering, International Institute of Information Technology,

Hyderabad. Rapid Visual Screening for Seismic Evaluation of Existing Buildings in Himachal

Pradesh. 2014. Print.

rapid visual screening (rvs) of schools in...

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