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Supporting Human Capital Development in Meghalaya (RRP IND 46166)

Sample Condition Assessment of a School

September 2013

IND: Supporting Human Capital Development in Meghalaya

http://adb.org/Documents/RRPs/?id=46166-001-3

http://adb.org/Documents/RRPs/?id=46166-001-3

SICAR 01 SCHOOL INFRASTRUCTURE CONDITION ASSESSMENT REPORT

Umroi Presbyterian Secondary School Umroi, Umsning Block, District Ribhoi

Supporting Human Capital Development in Meghalaya Infrastructure Condition Survey of Existing Schools

For Government of Meghalaya Supported by: Asian Development Bank

ACKNOWLEDGEMENTS This report has been prepared through a participatory process. While it began by interacting with the top level management at state level, bulk of the process was through direct involvement of the grass root level people- the end users. The role of District school Inspector was crucial in the process of selection of this school as well as timing and management of the field survey, organising community meeting, etc. The field team had interacted with local administrators, School Management Committee, school teachers and students. This report is not an individual’s work; it is a synthesis of inputs from various stakeholders at top, middle and the lowest level of management.

ABBREVIATIONS

A/V Audio Visual

BPL Below Poverty Line

CC Cement Concrete

CGI Corrugated Galvanized iron

HR Human resource

HS Higher Secondary

HSS Higher Secondary school

Kms Kilometres

LADS Local Area Development Scheme

LFS Learning Friendly School

LP Lower Primary

MBOSE Meghalaya Board of Secondary Education

MS Mild Steel

MSL Mean sea Level

ODSEO Office Of The District Schools Education Officer

PCC Plain Cement Concrete

PHED Public Health Engineering Department

PWD Public Works Department

RCC Reinforced Cement Concrete

SMC School Management Committee

Sqm Square Metre

SSA Sarva Shiksha Abhiyan

SS Secondary school

SUPW Socially useful Productive Work

UP Upper primary

Table of Contents Acknowledgements Abbreviations 1. Background Information

a. History b. Location , Access & Linkages c. Site & Surroundings d. Existing Management e. Development Record

2. Rationale for Selection

3. Overall Situation Analysis and Recommendations

a. Education Infrastructure b. Additional requirements suggested by SMC c. Services Infrastructure d. Administrative Resources e. Extra-Curricular Facilities f. Personal Development Situation g. Safety & Risk Preparedness Appraisal h. Human Resources & Skill Sourcing i. Environment & Social Compliances

4. Glimpses: School Condition

5. Notes On Contents Of The Report

APPENDICES APPENDIX I: COST OF ADDITIONAL FACILITIES APPENDIX II: SCHOOL INFORMATION APPENDIX III: PHOTO GALLERY: DISTRESSES APPENDIX IV: SUMMARY: ROOM-WISE DISTRESSES APPENDIX V: REFURBISHMENT & RETROFITTING: QUANTITIES APPENDIX VI: MICRO LEVEL DATA: DESIGN TECHNOLOGY & MANAGEMENT APPENDIX VII: RETROFITTING NEEDS APPENDIX VIII: DRAWINGS APPENDIX IX: SUMMARY OF INTERVENTION

REFERENCES

1. BACKGROUND INFORMATION

a. History Before 1979, a primary school was established as a local community initiative (villagers from Umroi). In 1979, the school was taken over by the Presbyterian Church of Umroi for ease of management and operation. On 18

th May 1985 it was upgraded to a secondary school by the

government. In 2012, the school has further been upgraded to higher secondary level. Permission for government affiliation to Meghalaya Board of Secondary Education (MBOSE) has been granted in 2012 for arts section only. It was reported by the SMC that there is a demand for science stream in the local communities.

b. Location , Access & Linkages

The school is located approximately 100 meters East of Umroi settlement on a mound at 930 meters above Mean Sea level (MSL), in Umsning block of Ribhoi district. It is connected and situated on the crossroad of Major District Road 28 and the access road to Umroi (Shillong) Airport (about 2.44 Kms). The block headquarters of Umsning is situated 22 Kms to the Northwest on NH 40. The school is well connected through a single lane metalled road (about 170 metres).

The school-catchment is spread over a distance of 10 Kms from the campus covering 17 villages of 18,000 population. Other nearby settlements/villages or habitats are Bhoilymbong, Mawpun, Mawtneng, Mynsain, Nongsder, Barapani Industrial Estate, GRIL Plant & Umroi Cantonment. The school has one principal vehicular access (metal road) in the south west and two pedestrian trails in the north and north-east connecting the host villages.

Figure 1: Satellite image of the site and surroundings c. Site & Surroundings

The school is located on a mound top with a campus area of 12.03 Acres or 48683.70 Sq.m. As per entitlement record, school land was donated by the local community of Umroi village as a freehold ownership to the School Management Committee (SMC).

It is abutted by Umroi village due north-west; PHED settlement & Umroi Community Health Centre due north; and private land parcels on east and south. A dense pine grove on the south west ridge of the school makes the campus picturesque. To the extreme south-east of the school area is the proposed playground & auditorium (both under construction) which is connected by a dirt trail from the school gate and through the pine groves. The principal land-use of the campus is for institutional and related ancillary services with few portions used for agricultural & forestry.

d. Existing Management

The SMC of the school is represented by 12 members out of which 5 are from teaching staff, 2 from parent’s representatives, 4 as nominated members from the local community and 1 as donor representative. The major functions of the management committee are to review the overall performance of teaching and students annually; fund-raising; support infrastructural development;

THE SCHOOL

Settlement

Settlement

Settlement Settlement

support extra-curricular activities; prepare advance budgets and indentify sources of funding; and contribute towards the school development. 2 members from the teachers’ representatives in the SMC are affiliated with Umroi Presbyterian Church, which helps the institution to help the school’s functioning.

The SMC meets once in every three months a year and is reconstituted as per the needs with advance notification to Office Of The District Schools Education Officer (ODSEO). The ODSEO reviews the effectiveness of the SMC, decides on the grant-in –aids, ensures and inspects compliances issued by the government and supports overall administrative management.

At present there are 29 teaching staffs, of which, 8 are for lower primary section, 6 for upper primary, 10 for secondary and 5 for the higher secondary. In addition, 1 non teaching staff is employed on the school payroll.

e. Development Record

The school was established in 1979 with the primary section. Initially it had only building B3. When the upper primary and secondary sections were added in 1985, building (B1) was constructed and made operational. Building (B5) was constructed in 2000. During 2007- 2008 building (B1) was upgraded and building (B2) & ground floor of building (B4) were newly constructed. In 2011 when the school was upgraded to higher secondary, the upper floor of building (B4) was constructed and made operational by 2012. The mid day meal kitchen and two toilets were constructed from the SSA aids in late 2011.

A study conducted based on the old satellite image of the site revealed that the pine grove to the south east of campus did not exist before 2009.

The major infrastructural overhauling of the school in terms of equipment, laboratory, furniture, etc was made ready during 2009 to 2011.

The school’s present enrolment is 605 students and there are 17 classrooms, out of which, 2 are under construction. The total number of enrolment in primary & upper primary (UP) sections are 454; in secondary section 132; and in higher secondary (HS) 19. The annual growth rate of enrolment consolidated for all sections of the school is about 5% to 7%. The SMC, based on enquiries made by the prospective parents, reported that the projected growth rate for HS sections is around 15% to 20%.

Figure 1: Site plan of the school showing the existing buildings

B1

B2

B3

B4

B5

2. RATIONALE FOR SELECTION

Sl no

CRITERIA Response

1 Does the school receive any financial

support from other sources for

infrastructure? Eligible if “N”

The school receives government deficit grants for the salaries of 13 teachers; has in the past received one time seed grant under SSA scheme for construction of toilets and mid day meal kitchen; fee exemption and out of pocket expenses for 19 below poverty line (BPL) students from SOS Umroi; free coaching classes from SMC for secondary sections; limited financial support from SMC for stipends and honorarium for ad-hoc teaching staff; and local MLA support under LADS scheme for construction of football ground and auditorium. It is clearly evident that the school in the past has not received any capital investment financial support for infrastructure development (classrooms and support activities), and an urgent need for accommodating such infrastructural needs is highlighted by the SMC.

N

2 Will the school upgrading result in acquisition of additional land outside the current premises or relocation of people. or in any displacement / resettlement of local people

If one of these exists then type Y or else N N

3 Is the school close to any national park or

environmentally sensitive / protected area?

Is the land regarded as sacred or culturally

sensitive by the local tribes? Will the

upgrading potentially trigger any adverse

effects from the perspective of

environmental or social safeguards?

The school campus does not encroach any reserve forest, forest buffer, notified natural feature or ecological feature but has a pine grove jungle on south and south-eastern edge of the campus. As mentioned earlier the existing pine grove has no historic significance as it was afforested by the school authorities in 2003. The physical development area of school is concentrated towards the existing open spaces and no activities are planned to impact the natural feature.

N

4 Does the land belong to the school? Is the

land free of any legal dispute regarding its

ownership?

The land records establish that the SMC has

primary entitlement and freehold and no other

claimants exist or are disputed, hence the right of

development is reserved for the SMC.

The school campus does not house any non-functional or incongruous activities which would invoke resettlement compliances. The campus is used by school functionaries and not used by the village community for their livelihood purposes

Y

5 Is the school under consideration too close to a government or other types of schools (within 5 km)

Y/N

6 Is the school in operation for at least 10 as

a government recognized (school?

Y/N Y

Academic performance over the past 4-5 years in terms of pass percentage of girls and boys. Good performance of the school

The UPSS in the past has excelled in sports and extra-curricular activities at state level competitions and has also maintained a consistence performance in academics

Medium

7 Does the school have 140-160 students (IX to XII) or 70-80 students (IX-X)?

The total enrolment in secondary section is 132 which meets bench mark criterion of 80; however, it falls short of the required enrolment when SS+HS are considered together since the class 12 is yet to start. SMC envisages an enrolment of around 50 students in class in near future.

Y

8 Does it have the potential to be upgraded

to a HS school- no HS school within

This school is one of the 3 schools in Umroi village area, others being Umroi Government

Y

walking distance Primary School and Umroi Madan Lower & Upper Primary School. Both schools are within the walking distance of this school but they do not house secondary and HS sections.

9 Is the school located in a Remote area

(kutcha roads, seasonal roads,

without/difficult communications- telephone

and internet, etc.)

Geographical remoteness & development isolation benchmarks cannot be applied to the school due to its ease of access and connectivity,

N

10 Has the school reported to the DEO/ district collector for having structurally unsafe rooms?

Y/N N

11 Is the SMC serious about a) bringing about reforms, b) committed to improving the learning and teaching environment in the school, c) Conducts meeting regularly, d) maintains and submit proper accounts, e) parents / women represented adequately in the SMCs?

Score 10 if all are true, 8 if 4 are true, 6 if 3 are

true, 4 if 2 are true, 1 if 1 is true, 0 if all false

7

12 Willingness of the SMC to sign a memorandum of understanding (MoU) with the Department of Education under the ADB project, committing to work towards improving attendance of teachers and students, encouraging under-qualified teachers to undergo training within a stipulated time, counselling the students & parents to reduce the drop-out rate (especially of girls)

High willingness (H). Medium willingness (M), low

willingness (L)

H

13 Does the school campus have adequate open space for future development and sports facilities

The school has 12.03 Acres campus area and has sufficient open spaces or buildable areas for expansion and infrastructural development.

Y

OVERALL FEASIBILITY INDEX FI High

1. UPSS has integrated primary, secondary and higher secondary sections operating out of a single campus, thus it does have optimal usage of resources.

2. One of the main objectives of UPSS constitution is to impart vocational training to the students. The school being close to the Barapani Industrial Estate, Umroi Cantonment, Umroi GRIL Plant, is in the setting of employment opportunities. Considering this situation it may be said that this school could be a good place to house skill development and vocational training.

CONCLUSION: THE SCHOOL HAS THE MERIT TO BE SELECTED UNDER THE PRESENT PROGRAMME

3. OVERALL SITUATION ANALYSIS AND RECOMMENDATIONS

a. Education Infrastructure Following are the short assessment outcomes which outline the broad concern areas and needs for the physical environment of the existing educational infrastructure: Existing Condition Broad works in consultation

with all stakeholders Remarks

1 The school does not have any planned campus development strategy for expanding its infrastructure

Prepare a Master Plan for Campus Development (MPCD) for short (1 year) medium (3 years) , long (5 year) term development.

SMC needs training. In the end of the first year of the project all 117 schools should have MPCD and Catchments map

2 Overall conditions of the classrooms are in state of distress with moderate to major repairs and retrofitting requirements. Common problem areas include poor light and ventilation conditions; damaged flooring; doors and windows; leaking roofs; damaged and ergonomically poor classroom furniture, etc.

Reconstruction, repair, restoration and retrofitting of structural and conditional distresses in the existing built forms.

Refer to Appendix V

3 School does not have science laboratory, which in the past due to the shortage of classrooms have been converted and the laboratory operates out of the existing storeroom. (Urgent)

Construction of Science Laboratory of capacity of 35 students complete with all services.

Science lab provided – refer to “Appendix I”

4 The school does not have library within the school campus leading to stacking of reference materials inside common store room. (Urgent)

Library of capacity of 70 students complete with all furniture and stacking facilities

Library provided refer to “Appendix I”

5 The existing computer room has 12 workstations in working conditions but is not adequate given the demand of 30 access point at one time

Extension and upgrading the computer room facility from 12 to 30 workstations complete with furniture and equipments.

This is covered under different head “equipment”

6 School operates 19 classrooms including two sections each in kindergarten, standard V, VI, VIII & IX for which class room space available are only 17 with deficit of 2 classrooms

Construction of 4 Classrooms of 7 X 7 metres with 40 seats for HS section complete with storage facility

two rooms (Class 10B & 11) provided – refer to “Appendix I”

7 Congested classrooms due to the inadequate sizes (mainly LP) of average 30 students each leading to vision line obstruction, tight circulation spaces and cramped sitting arrangements. Inadequate sizes has prompted to ad-hoc divisions of few classrooms into two sections (standard V, VI, VIII & IX). The school does not have allocated classrooms for standard XII Science and the need for 2 classrooms for standard XI & XII Arts is strongly observed by the management. (Urgent)

Spatial reorganization of activities- changing activity orientation, modifying usage type and pattern, removal of later additions and accretions, rehabilitation and interchange of activities, etc.

Reorganisation has been proposed- to be done in consultation with the SMC. The school has got affiliation with MBOSE for arts only. Hence additional facilities for science have not been provided at this stage.

8 The school lacks social interactive spaces like students corner, school canteen, etc. (Urgent)

Common canteen (staff & students) with dining space, kitchenette, wet area, etc

9 There are no administrative offices or record rooms available in the campus. (Urgent)

Administrative building (approx. 90 Sqm) with adequate office space, principal/vice principal rooms, staff room, meeting room, storage room, etc.

Administration room of 40 sqm area has been provided as phase I. Too much construction has been avoided.

10 The existing teacher’s/staff room is congested and presently can accommodate maximum 15 teachers whereas the demand threshold is for minimum 25 teachers.(Urgent)

The above will take of this need

11 The school is well serviced by a metal access road but the pedestrian accesses inside the school campus to be improved. Also, the school does not have disable friendly or barrier free environment which needs to be prioritized for universal access. (Urgent)

To be done under convergence

b. Additional requirements suggested by SMC

Procurement of teaching aids like computers, laptops, software, A/V aids, projectors, retractable chalk boards, etc.

In-campus students’ boarding/hostel facilities and staff housing facilities needed: Many students and teachers come to the school travelling long distance from the catchment areas. Hostel/Boarding facility for 100 students complete with dorms, toilets, prayer hall, dining facility, kitchen, etc.

The school does not have a boundary wall thus occasional trespassing and lack of security control are problems. Construction of boundary wall and entrance gates along the campus property.

Repair and refurbishment of the existing Basketball Court complete with all equipment.

Construction of SUPW or Vocational Training room of capacity of 35 seats complete with all aids and equipments

Construction of localized treatment units (based on Jhokhasu model)

Prepare an Emergency Evacuation and Disaster Mitigation Plan.

Improvement upon ergonomic standards, interpretational and outreach of classroom environment- including learning aids, equipments, furniture, displays, storage, integrated learning mediums, etc.

Preparation of inventories for skill and resources identification for the catchment area.

c. Services Infrastructure

Following are the assessment outcomes and needs for mediation of the existing services infrastructure inside the school campus:

Existing Condition Broad works in consultation with all stakeholders

Remarks

1 The electricity is erratic and load-shedding lasts more than 24 hrs. Majority of the classrooms do not have electric networks installed.

Alternative and sustainable energy sources need to be explored. (Urgent)

Explore Feasibility of Solar Energy option.

2 The water supply is directly from PHED and there are no storage facility functional (two old water tanks are abandoned now). The school has a drinking water kiosk without filter facilities which needs to be upgraded for safe potable drinking water. Water scarcity is experienced during the summer season due to the geographical location of the school. (Urgent)

Installation of water filter and reconstruction of the drinking water facility kiosk (2.5 x 2.5 metres). Construction and rehabilitation of the Overhead Water Storage Tank (or renewal of the obsolete water tanks)

Covered in Appendix I

3 There are two toilets for students, two for teachers which are inadequate in terms of frequency of usage by 605 students and 31 staff members. Moreover the flushing system, sewerage treatment, water storage, etc. are primitive and need to be upgraded.

Construction of toilet blocks (6 seats for girls, 6 seats for boys and 4 seat for staff).

Covered in Appendix I

4 Lack of sewage networks and waste water disposal systems have resulted in letting off untreated sewage into the natural areas causing soil contamination. (Urgent)


5 Lack of proper solid waste disposal system and equipment resulting in open/random disposal compromising on environmental quality. (Urgent)

Prepare Solid Waste Management Plan for the campus


d. Administrative Resources

Following are the assessment outcomes and needs for the administrative resources:

Existing Condition Remarks

1 The HS section has total 10 teachers of which 8 are government appointed and 2 are private appointees. SMC assists and funds the complete operation of the LP & HS sections of the school and only financially assists the teacher’s remuneration for UP & Secondary section. UP & Secondary sections get grants from state government for INR 25000/month and INR 48000/month respectively. Other two teaching positions which are grant supported by the government are Science teacher (INR 9000/ month) and Hindi teacher (INR 9000/ month). In some cases the remuneration of teachers with government grant gets upgraded on SMC’s discretion based on seniority. Overall, the revenue sources for sustaining staff remunerations are limited and inadequate and need for identifying alternative revenue sources are urgently felt. Initiatives of appointments of fund raising committee have been noted in annual report.

Government of Meghalaya to look at this issue

2 Enrolment drives have been carried out by the school as part of the world literacy campaign programme to encourage re-induction of dropout students and enlistment for vocational training, but no further action plans have been prepared. Further capacity development programmes and drives in form of sessions and workshops are required. (Urgent)

Under the programme capacity building of SMC will improve the situation

3 The school produces annual improvement action plan mainly focussing on improving the teaching standards; promoting social work and other extra-curricular activities; and training for teachers.

This data to be tagged with SEMIS database

4 The day to day ancillary services like mid-day meal facilities received a seed cost INR 60000 for construction with no clear sustenance plan pose potential risk of dysfunction. The food raw material, grains and firewood are provided by the local community but permanent endowment security is of prime concern.


5 Teaching aids for teachers are minimal which needs to be upgraded. Need for qualitative and technologically apt options are suitable to the exposure levels of the students. (Urgent)


e. Extra-Curricular Facilities

Following is the assessment and needs for the extra-curricular facilities:


The school in the past had good achievement in sports but lacks supporting infrastructure- equipment and storage space. A new football ground is being prepared on eastern edge of the campus, funded under LADS scheme.


The school has scout and guide unit but voluntary enrolments are low.

Hard paved basketball court in the central space of the school is under great disrepair which needs to be refurbished at the earliest. (Urgent)

Provided

Regular periods are held for SUPW which mainly include craft training and social skill training. This feature can be further expanded into skill & vocational development with provision of dedicated space, equipment, aids and staffing. (Urgent)

The present project may look into this issue

It lacks spaces for hosting cultural events, meetings, recreational events, etc. A proposed auditorium is under construction from the LADS funds for 150 seating which does not even meet 25% of the demand.


f. Personal Development Situation

Observations on personal development of students based on interaction with learning community: Existing Condition Remarks

The awareness and exposures levels of the students towards culture, social, science, technology and career options are moderate and require alleviation vide outreach programmes.

The present project may look into this issue

Innovations by the student community are neither promoted nor endowed by the school or the SMC, in its current practices but few cross compensations are prevalent. These include: complete exemption or concessions or scholarships for students in terms of exam fees, uniform, books, stationary, etc.; and conducting free tuition sessions for secondary students.


g. Safety & Risk Preparedness Appraisal

After the rapid appraisal of the safety & risk preparedness, few concern areas outlined are as follows


1 It does not have an emergency evacuation plan in event of natural calamity or disaster.

To be done in consultation with Meghalaya State Disaster management Authority

2 There is lack of shear walls in the shorter directions makes the building vulnerable in earthquake

The Design & Supervision Consultancy firm to look at this

3 Poor in fire risks which need to be addressed urgently The Design & Supervision Consultancy firm to look at this

4 The school has adequate first aid facilities to counter minor medical situations.

This as a good example could be used for campaign for safe school drive

h. Human Resources & Skill Sourcing

The following are the observations based on the catchment area’s available resources and skills


1 Main occupation in the catchment areas is agriculture (50%); teachers (2%); Mason (5%); Contractors (5%); Private Business (5%); and Government Service (5%).

Indentify the potential Subcontractors for implementation

2 By reconnaissance of village areas it was concluded that the traditional building skills and technologies are dormant but needs reviving. Presence of 50 skilled masons, 150 unskilled construction workers, 200 bamboo workers, 35 carpenters and ironsmith and construction contractor within the catchment area affirms the ease availability and employability towards any development works. Such skills are required to be inventoried for purposes of procurement of goods and services.

Indentify the potential people for implementation

3 The location of the school is potentially vantage with respect to the hinterland industrial development which is the confirmed source of vocational and ancillary services employment opportunities. There is a need for preparing the career register that meticulously documents the delivery chains, ancillary skills, HR requirements and technological viabilities of these industrial estates. This information can help develop the skill and vocational toolkit for the schools.

Explore the possibility of using the school for evening classes for vocational training

4 Strength of non teaching support staff of the school needs to be increased like cook, office assistants, peons and day-maids

Education department to look at this issue

4 Environment & Social Compliances

The following observations were made during the field survey


1 There is no evident practice or act of depletion of environmental conditions and no envisaged impacts from the proposed infrastructure development

Correlate this with the environmental impact assessment

2 The refurbishment and extension will adopt technologies that are less cement and steel intensive


3 The extensions will be retrofitted and additional rooms will be designed for seismic safety of zone V (IS 1893, 2002)


4 There are no social or cultural significances whose order or value are challenged in current scenario and also no resettlement or impacts to indigenous community are envisaged at the advanced stage of the proposed infrastructure development

Correlate this with the social impact assessment

The following Table contains photos showing representative distresses

4 GLIMPSES: SCHOOL CONDITION

THE CAMPUS (SHOWS BUILDING 1 )

Architectural Character: Built in traditional Assamese style with pitched hipped roof, later modified with contemporary materials. Structural Systems: Initially built in traditional style but transformed over time; foundation in lime and stone with stone pillars or timber posts where the timber posts were replaced by either RCC columns or brick piers; the wall panelling originally in traditional Khadit style which were replaced by brick masonry in cement mortar; roofing in CGI sheet with timber roofing under structures; and wooden beams over wall Non Structural Systems: doors are fully panelled wooden planks with wooden frame; window in MS angle frames with glazing except 1 window which is in wooden frame and shutter; flooring finishes in PCC; and false ceiling majorly in bamboo knit mats but plywood and fabric used at few locations.

Condition Assessment & Preliminary Solutions

Major Problems/ Distress

Representative Photograph

Possible Causes Suggestion

1

Vertical separation along the edges of the column and wall joints

Wall and column of different materials – differential thermal movements and minor settlement could be the reasons

If the settlement is stabilized, re-plastering the joint after chiselling the cracked areas and making a groove on plaster to hide future cracks

2

Cracks in the flooring

Local level settlement due to concentrated load

If stabilized, local repair by breaking off 300mm beyond cracks and repair with matching materials

3

Continuous cracks along the floor & wall junction

Settlement of plinth due to improper soil consolidation of the veranda portion

If the settlement is stabilized, create a groove following the same actions in item 1. If the settlement is more than 50mm – to be re-examined by expert

4

Damaged flooring

Poor consolidation lack of quality control, poor materials, lack of water curing

Chisel off the damaged portion and re-lay the Artificial stone flooring. wherever the base concrete is damaged, replace it with 1:3:6 CC before flooring

5

Vertical cracks in the wall panel

Above the door and window soffits causes attributed to loading failure. Minor settlement coupled with thermal expansion due to thinness of thewalls

Removing the plaster 600mm on either side of the cracks and then re-plastering- chicken wire mesh could be used to increase tensile capacity of the cracked portion

6

Horizontal cracks in the wall panel

Below the window cill majorly due to later interventions where probably it was introduced puncturing the existing walls

Same as above

Diagonal cracks in the wall panel

Cracks above the window and door soffit level due to lineal movement or sinking

Same as above. However, if the cracks are through the wall thickness, new bricks should be used with 1:5 CM after removing the broken bricks

Improper wall partitions

Ad-hoc and uninformed design intervention for dividing spaces at ease

Spatial rationalization is needed in consultation with the school management

Leaking CGI roof

Extensive rusting and weathering of the CGI sheets

Replacement or scrubbing and anticorrosive paint as per the existing conditions

No gutter lines along the roof eaves

Causing water dripping and algae formation on the plinth edges

Provide appropriate gutter

Damaged valence board

Due to weathering and rotting of the old wooden plank

Provide appropriate valence

Damaged wooden door frames and shutters

Wood not properly weathered and of low quality

Part or complete replacement as per the actual conditions

Difficulty in operation of the doors

Weak and broken hinges and pulp flooring conditions obstructing operations

Repair with new hinges, stays and stoppers

Damaged glazed window shutters and peeling of paint from the MS frames

Vandalism and lack of primer coats

Periodic maintenance and students’ awareness building. Emphasise housekeeping

Bulging and sagging of false ceiling

Due improper and weak wooden frameworks and inappropriate centrings

Most of the false ceiling to be replaced with same type of materials with fire resistant paints.

Wharfing and fungal growth on the false ceiling

Due to seepage from the CGI roof cover

Same as above

Damaged and incompatible size chalkboards

Light reflection, close viewing distance, over glazed surface, etc.

Repair, extend and repaint – provide chalk trays

Lack of dedicated display areas in the classrooms

Due to lesser availability of open wall spaces towards the board facing

Provide adequate display boards

Lack of adequate storage space and damaged storage furniture

Over usage and ageing

Inset cupboards in the existing classrooms

Weak and damaged seating furniture

Over usage and ageing

The furniture is the weakest component of the schools in Meghalays. It is not conducive for good teaching. A research is needed in this respect.

5 NOTES ON CONTENTS OF THE REPORT This report has been prepared for the PWD to review the proposed design requirements, condition and retrofitting assessment and to complete the detailed estimation. The design consultancy firm will play a vital role and support the PWD. There is need for re-examining the architectural issues to come up with a sustainable vibrant, attractive and education friendly built environment. A special emphasis should be put on the open spaces and viewing every component of the campus as an opportunity for learning. One important issue that will need SMC and the school teachers’ inputs is to rationalize the use of existing classrooms, which is presently in a bit disorganized. The existing classrooms need improved ventilation and lighting, which could be done by introducing punctures/jalis in the wall and below window sills. While correcting the roofs, roof-lighting could be introduced. This could also be an opportunity for increasing ventilation by stack effect. However, care should be taken to avoid glare while introducing more light and ventilation in the classrooms. Some of the classrooms are smaller than required, which could be improved by including the existing verandas in places or by similar techniques of spatial rearrangement. New furniture could be introduced to ease out the present difficulties in classroom seating arrangement. For the additional facilities, the role of the design consultancy firm would be critical. The Appendix I provides information on the additional facilities that would be required to upgrade the existing school into a higher secondary. The cost of additional facilities has been based on the latest PWD rates. Appendix II provides the general information on the school, its rooms, campus, the catchments, etc. which would help the PWD and the design consultancy firm to understand the ground reality of each school. The Appendix III and IV show the detailed photographic evidence of the distresses in the existing school and the campus. With that as the basis, Appendix V provides the quantities to upgrade the school by adequate refurbishment and retrofitting. Appendix VII provides information on retrofitting needs of the school campus and the buildings. While the seismic retrofitting interventions in terms of providing bands and structural separation have been shown in the drawings, PWD needs to review the Appendix VII and suggest additional features, if needed. The Appendix VI provides data on local costs, social pattern, and micro climate conditions. This will help in construction management planning, scheduling and quality control. The Appendix VIII provides the drawings of the existing campus and the buildings along with a few recommendations on seismic retrofitting. The drawing of the existing campus and buildings is the most vital piece of information that should be done for all the schools in Meghalaya. This should be annexed to the SEMIS database. An in-depth research is needed to come up with sustainable toilet, drinking water facilities and energy. The most vital requirement for healthy school environment is the biggest gap in education infrastructure in Meghalaya.

FURNITURE

ROOM USE CHAIRS NOS NOS UNIT COST COST

Class 9 TO 12 40 4 650 104,000.00

Library 40 1 650 26,000.00

Lab 40 1 650 26,000.00

Administration Office 10 1 650 6,500.00

Computer Room(extn) 20 1 650 13,000.00

ROOM USE TABLE NOS NOS UNIT COST COST

Class 9 TO 12 20 4 1500 120,000.00

Library TABLE SIZE(4' X8') 3 1 5000 15,000.00

Lab TABLE SIZE (2'X4') 10 1 3000 30,000.00

Administration Office(4'x8') 1 1 5000 5,000.00

Computer Room(extn)(2'x6') 10 1 3000 30,000.00

ROOM USE ALMIRAH NOS UNIT COST COST

Class 12 0

Class 10B 0

Library 4 1 5000 20,000.00

Lab 4 1 5000 20,000.00



ROOM USE SHELVES NOS UNIT COST COST

LIBRARY 6 1 5000 30,000.00

LAB 3 1 5000 15,000.00

ART AND CRAFT 2 1 5000 10,000.00



GRAND TOTAL INR 515,500.00

4% Consultancy 20,620.00

4% Escalation + contingencies 20,620.00

1% for CHS+special chld 5,155.00

GRAND TOTAL INR 561,895.00

USD 11,237.90

ROOM USE NOS AREA SQM UNIT COST COST

Class XB 1 66.15 17216 1,138,838.40

Class XII 1 66.15 17216 1,138,838.40

Library 1 94.50 17,216.00 1,626,912.00

Lab 1 66.15 17,216.00 1,138,838.40

ADMINISTRATIVE OFFICE 1 40 17,216.00 688,640.00

Store 1 33.75 17,216.00 581,040.00

TOTAL CIVIL COST 6,313,107.20

electricity 3.75/2% 118,370.76

Site development 1% 63,131.07




GRAND TOTAL INR 7,079,123.84

USD 141,582.48

APPENDIX I: COST OF ADDITIONAL FACILITIES Additional Facilities Required To Match RMSA Standard

EQUIPMENT FOR SCIENCE LAB CALCULATED SEPARATELY UNDER DIFFERENT HEAD

Plumbing 3.75% 16,548.23

Bore hole 50000

Rainwater harvesting 7000 lts @6.4/lit 44800

Pump

Water tank

Total 111,348.23




GRAND 121,369.57

USD 2,427.39

SANITATION

Toilet girls (20% extra) 15.33235 20659.2 316754.09

Toilet boys 15.33235 17216 263961.74

Total 580715.82




GRAND 638,787.40

USD 12,775.75

Total cost of additional facilities INR 8,401,175.82

electricity, water ans sanitation USD 168,023.52

site development, etc

APPENDIX II: SCHOOL INFORMATION

APPENDIX II: SCHOOL INFORMATION CONTD…





APPENDIX III: PHOTO GALLERY: DISTRESSES

B1(Exterior View)

B1(Headmaster)

B1(STAFF ROOM)

B1R3(CLASSROOM)

B1R4(CLASSROOM)

B1R5(STORE ROOM)

B1R6(CLASS ROOM)

B1R7(COMPUTER ROOM)

B1V1(VERANDAH)

B1V2

B2(EXTERIOR)

B2R1(CLASSROOM)

B2R2(CLASSROOM)

B3(EXTERIOR)

B3R1

B3R2(CLASS ROOM)

B3R3(CLASS ROOM)

B3R4(CLASSROOM)

B3V1

B4(EXTERIOR)

B4R1(GROUND FLOOR)

B4R2( GROUND FLOOR)

B4R3(GROUND FLOOR)

B4R4(GROUND FLOOR)

B4R5(FIRST FLOOR)

B4R6(FIRST FLOOR)

B4R7(FIRST FLOOR)

B4T1(TERRACE)

B4V1(GROUND FLOOR VERANDAH)

B4V2(FIRST FLOOR VERANDAH)

B5(EXTERIOR)

B5R1(CLASSROOM)

B5V1(VERANDAH)

MID-DAY KITCHEN MEAL

STAFF QUARTER

STORE ROOM

TOILETS

APPENDIX IV: SUMMARY: ROOM-WISE DISTRESSES

BUILDING BLOCK B1 B1-(exterior)

PLINTH protection is needed. All along the periphery 101mx0.9m

Dado to prevent backsplash & stopping moss growing on it. 101X 0.6m wide sloping out

CGI roof sheets have to be replaced with projection 1000mm beyond wall-> 432.83X1.15(15% increase for slope)

Rcc column needs protection from water backslash. Jacketing lower part up to 600mm- 0.23x0.23x0.6x 31 nos

Repair of front steps 2400 wide x 3000mm long. B1R1(HEADMASTER’S ROOM)

DOOR frame needs to be changed as it has cracks. 1 no

The electric wire which connects the bulb at the room center should be properly cased in plastic channels to avoid any fire hazards.

Fireproof paint on ceiling- 10.37 sqm

Explore the possibility of built in cupboard B1R2(STAFF ROOM)

Flooring needs to be redone.- 33 sqm + skirting length 24m

Replace the existing timber partition by 115 brick wall in 1:4 CM: 5.2mx2.6m

The electric wire which connects the bulb at the room center should be properly cased in plastic channels to avoid any fire hazards.

A 2.5m vertical crack between the column and wall needs to be repaired.

Some false ceiling work to be redone: 33 sqm B1R3(Class 6)

Flooring needs to be redone 41sqm+skirting 26m

Chalk board 1200X2400 with a tray to be provided in place of existing board.

Existing Furniture is ok but unattractive – 10 nos bench+Desk

Replace bamboo mat false ceiling: 41sqm B1R4(Class 7)

Major settlement cracks. Flooring needs to be redone with part re-concreting of the under-floor : 47 sqm+ skirting 28.2m long

Replace false ceiling 47 sqm


Provide 6 new sets of high and low benches and repair 6 sets of H&L benches

1 Teachers’ Table + 1 Chair

Repair 1 door frame and door.

Cracks showing near multiple columns, need to be rectified 4 nos 2.6m high.

The electric wires which connect the bulb at the room should be properly cased in plastic channels to avoid any fire hazards. Provide adequate illumination

The 4 window opening around the M.S window needs repair work (jamb+sides+lintel soffit). B1R5(STORE ROOM)

Vertical multiple cracks above the entrance door of the store room – 1.5m long*2

Cracks in wall-column junction 4 nos 2.6m high

Major settlement cracks. Flooring needs to be redone with part re-concreting of the under-floor. It needs to be redone- 23sqm+ skirting length 19m

Apply fireproof paint on false ceiling 23 sqm

B1R6(Nursery)

Flooring needs to be redone- 32sqm+skirting length 23m

Minor repair and fire proof paint on false ceiling- 32sqm


1 Teacher’s desk and 1 chair to be supplied

Crack on window lintel going diagonally upwards towards the ceiling, 2m long crack. B1R7(Computer Room)

Cracks in the joining areas of column and wall 2.6m x 4 nos

The electric wires which connect the bulb at the room should be properly cased in plastic channels to avoid any fire hazards.

Provide additional 18 chairs, 9 tables and racks and almirahs (CONSIDERED ALREADY IN EXCEL SUMMARY SHEET)

Additional 18 computers (CONSIDERED ALREADY IN EXCEL SUMMARY SHEET) B1V1(VERANDAH)

Verandah flooring needs to be rebuilt- 40.75sq.m+ skirting length-70.41m

Multiple cracks on verandah flooring. 40.73 sqm

Rcc column needs protection from water backslash. (taken care of in B1 exterior)

Plinth has green moss growing on it. . (taken care of in B1 exterior) B1V2(VERANDAH)

Plinth has green moss growing on it. . (taken care of in B1 exterior)

Multiple cracks on verandah flooring. 36 sqm

BUILDING BLOCK B2 B2(EXTERIOR)

PLINTH protection+dado is needed. All along the periphery 34.28mx0.9m(plinth protection) and 34.28mx0.6m(dado).

CGI roof sheets have to be replaced with projection 1000mm beyond wall-> 41.13x1.15(15%increase for slope)

B2R1(Class 2)

Flooring needs to be redone-26.97sq.m+skirting length 21m

Partition wall should be properly constructed.(4.79x3.0)


1 Teacher’s desk and 1 chair to be supplied.

Vertical crack from window lintel of 1m to be resolved.

Some false ceiling work to be redone: 26.97sq.m B2R2(Kindergarten)

Flooring needs to be redone=26.3sq.m+skirting length 21m.

Repair 1 door frame and door.

1 Teacher’s desk and 1 chair to be supplied

Some false ceiling work to be redone: 26.3sq.m

Provide 6 new sets of high and low benches and repair 6 sets of H&L benches

Chalk board 1200X2400 with a tray to be provided in place of existing board. BUILDING BLOCK B3 B3(Exterior)


The wall which has some water damage due to a hole in the existing CGI roof needs to be rectified.1

PLINTH protection+dado is needed. All along the periphery 66.6mx0.9m(plinth protection) and 66.6mx0.6m(dado).

Repair broken window glass panels. 6nos B3R1(Class 5A)

Flooring needs to be redone=28.23sq.m+skirting length 22.2m


Cracks in the wall-column intersection.3.0m long

Column suffering damage along one corner of the room.4nosx3.0m long

The electric wires which connect the bulb at the room should be properly cased in plastic channels to avoid any fire hazards such as can be seen in the room where a light bulb caused the false ceiling to be nearly burned.

BUILDING BLOCK B3 CONTD…. B3R2(Class 6)

Provide 3 new sets of high and low benches and repair 4sets of H&L benches

The 4 window opening around the M.S window needs repair work (jamb+sides+lintel soffit).

Flooring needs to be redone.=28.27sq.m+skirting length 22.2m

Crack on column surface needs to be rectified immediately.4nosx3.0mlong B3R3(Class 1)

Damp patch on window sill so water proof plaster on outer surface needs to be done.


Flooring needs to be redone.=34.68sq.m + skirting length 23.8m

Timber Window panel and grill needs to be replaced.

M.S window glass panels need to be replaced.

Vertical crack on the wall. 2nosx2.5m.

Timber joints holding the CGI roofs are damaged (cracked along the timber section,termite infected) in most areas and those damage sections need to be replaced with new ones.

A fresh coat of paint of the room is required.

Lean to gable wall missing timber plank, needs to be provide. B3R4(Class 3)


Vertical crack on the wall 3nosx2.5m long.

Flooring needs to be redone.=34.5sq.m skirting 24m

Cracks on column faces along the bottom region.1nox0.2m

Timber Window panel and grill needs to be replaced. 2nos

Door needs to be repaired at the bottom as a part of the timber has broken off. 1no

Crack on the column where the beam rests on needs to be looked into and resolved urgently.2nosx3.0mlong

B3V1(Verandah)

External wall has a horizontal crack of roughly 0.5m.

Rising dampness on the external wall is visible and needs to be taken care off by applying a coat of waterproof plaster on its outer surface. 10 sqm

Vertical 3.0m cracks on the joining areas of wall and column on exterior face. BUILDING BLOCK B4 B4(Exterior)

Dampness on chujja level due to rain water seepage.

PLINTH protection+dado is needed. All along the periphery 64.3mx 0.9m(plinth protection) and 64.3mx0.6m(dado).

External staircase to be modified.


B4R1(Class 11)

Flooring needs to be redone.33.67sq.m+skirting length 24m

Benches and chairs for the students to be replaced.(refer excel sheet for details)

Vertical Crack of 0.5m on wall adjacent to the column.

Crack on wall just above the chalk board.0.3m

Crack on wall above the door frame 0.3m(at lintel level).

Chalk board 1200X2400 with a tray to be provided in place of existing board. B4R2(Class 9b)

Flooring needs to be redone. 34.64sq.m+Skirting length 24m

Benches and chairs for the students to be replaced. (refer excel sheet for details)

Part column has sustained damage and needs to be rectified.

Vertical crack on wall between chalkboard and door frame.0.3m

Vertical crack of 0.5m on wall starting from the column at the corner.

Chalk board 1200X2400 with a tray to be provided in place of existing board. B4R3(Class 9a)

Flooring needs to be redone. 34.64sq.m+skirting length 24m.


Horizontal crack stretching from the window sill to the column on its right.1.2m length

Vertical crack on wall from sill going downwards of 0.4m.

Multiple vertical cracks of 2.5m on the same wall just adjacent to the column.

Cracks on underside of beam of roughly 0.2m.

Chalk board 1200X2400 with a tray to be provided in place of existing board. B4R4(Class 10)

Flooring needs to be redone. 37.35sq.m+Skirting length 24.58m



Door needs to be repaired. 1no.

A fresh coat of paint of the room is required. BUILDING BLOCK B4 CONTD… B4R5(Class 8a)

Flooring needs to be redone. 33.69.m+Skirting length 23.34m

Provide 6 new sets of high and low benches and repair 6sets of H&L benches

Plastering on the internal side of the walls need to be redone. B4R6(Class 5b)

Flooring needs to be redone. 33.69+ skirting length 24m.

20% of the trusses to be replaced.

Broken glass panels to be replaced. 6panels. B4R7(Class 8b)

Flooring needs to be redone.34.64sq.m+skirting length 24m

Dampness on the internal wall is visible and needs to be taken care off, by applying a coat of waterproof plaster on its outer surface.

B4T1(Terrace)

Waterproofing coat to be redone with slope corrections and adequate down pipes: 37.51sq.m+ gola length 30m

No railings provided, highly alarming. Railings to be provided for children safety at the earliest. B4V1(Verandah Ground Floor)

Water seepage on the ceiling needs to be rectified.

Ceiling plastering falling off in some areas.

Flooring needs to be redone. 22.78sq.m+skirting length 36.82m

Reinforcement bars is exposed in one area. Needs to be repaired at the earliest before the bars rust due to exposure to air and moisture.

Poor junction detail between staircase and the first floor slab and the inclined chujja.

Damaged concrete and corroded reinforcement on inclined chujja, break open the concrete locally, clean the reinforcements and re-concrete with additional reinforcements.

B4V2(Verandah First Floor)

Flooring needs to be redone. 19.37sq.m+skirting length 36.84m.

No railing on one side of the wall. Extremely dangerous as an accident to children is very likely. Immediate addition of railing is required.

BUILDING BLOCK B5 B5(Exterior)

Rising dampness on plinth due to rain water backslash,. PLINTH protection+dado is needed. All along the periphery 22mx 0.9m(plinth protection) and 22mx0.6m(dado).

Damp penetration through RCC slab and beam due to poor quality of concreting or inadequate roof drainage/waterlogging or lack of adequate water proofing coat- examine the slap by tapping with hammer and if the condition is good relay the water proofing coat, otherwise remove cover concrete from bottom, clean the reinforcements and replaster the ceiling with 1:4 cement mortar mixed with “doctor fix it”. (taken care of in B5 R1)

B5R1(Class 6a)

Water seepage from roof has dampened the upper wall of the room. 19.1m X.9m

Rcc column suffered damage and the reinforcement bars are exposed. Needs to be repaired at the earliest before the bars rust due to exposure to air and moisture. 1m*2NOS


Vertical crack on the wall of 1m.

Damp penetration through RCC beam due to poor quality of concreting. 37.41 sqm (total roof area)

Damp penetration through RCC slab due to poor quality of concreting or inadequate roof drainage/waterlogging or lack of adequate water proofing coat- examine the slap by tapping with hammer and if the condition is good relay the water proofing coat, otherwise remove cover concrete from bottom, clean the reinforcements and replaster the ceiling with 1:4 cement mortar mixed with “doctor fix it”.

B5V1(Verandah)

Repair the plinth and provide plinth protection all around the perimeter.(taken care of in B5 exterior)

Moss formation on plinth due to dampness on plinth level.(taken care of in B5 exterior)

Truss – 50x100

Top tie 1.866m, Bottom tie 5.202m, Rafter 4.813x2, 16.694M 50X100

PURLIN 14 M 50X50, Purlins 14 nos 50x50

B1 40 trusses, B2 12 trusses, B3 22 trusses, B4 18 trusses,

ASSUMING 20% TO BE REPLACED, RAFTERS 92 NOS TRUSSES X 16.694M= 1535.848M 307.17M

PURLIN 92M 18.4M 50X50

Project Title: TA-8087 IND: Supporting Human Capital Development in Meghalaya

TA Activity: Infrastructure Condition Survey of Existing SchoolsForm Title: BUILT ASSET REGISTER-1a

TABLE 1 BLOCK-WISE INVENTORY

WIDTH LENGTH HEIGHT FOUND'TN WALL ROOF FLOOR

B1 27 R1 3 3.154 3.290 2.675 10.377 2 4 3 2R2 2&4 6.310 5.620 2.675 32.63 2 4 3 2R3 1 5.180 7.750 2.675 40.15 2 4&6 3 2R4 1 5.180 8.950 2.675 46.36 2 4&6 3 2R5 10&4 5.180 4.275 2.675 22.14 2 4 3 2R6 1 5.180 6.075 2.675 31.47 2 4 3 2R7 8 5.180 6.040 2.675 31.29 2 4 3 2V1 11 1.13 36.07 2.12 40.76 2 4 3 2

V2 11 1.13 32.39 2.12 36.60 2 4 3 2

39.70 5.68 2.68 335.55 291.78

100.30 B2 6 R1 1 4.79 5.63 2.47 26.97 2 4&6 3 2

R2 1 4.79 5.49 2.47 26.30 2 4&6 3 2V1 11 0.50 11.52 5.76 2 4 3 2

5.09 11.46 2.47 67.88 59.02

33.34


TA Activity: Infrastructure Condition Survey of Existing SchoolsForm Title: BUILT ASSET REGISTER-1b


WIDTH LENGTH HIEGHT FOUND'TN WALL ROOF FLOOR

B3 27 R1 1 3.97 7.13 3.00 28.31 2 4 3 2R2 1 3.97 7.14 3.00 28.35 2 4 3 2R3 1 5.18 6.72 3.00 34.81 2 4 3 2R4 1 5.41 6.40 3.00 34.62 2 4 3 2V1 11 1.49 14.88 2.09 22.17 2 4 3 2

4.23 21.51 3.00 170.50 148.26

65.09 B4 9 R1 1 6.11 5.51 3.00 33.67 2 4 1 2

R2 1 6.11 5.67 3.00 34.64 2 4 1 2R3 1 6.11 5.67 3.00 34.64 2 4 1 2R4 1 6.79 5.50 3.00 37.35 2 4 1 2R5 1 6.11 5.51 3.00 33.68 2 4 3 2R6 1 6.11 5.67 3.00 34.64 2 4 3 2R7 1 6.11 5.67 3.00 34.64 2 4 3 2V1 11 1.00 17.41 3.15 17.41 2 4 1 2

V2 11 1.00 18.35 2.12 18.35 4 1 2

T1 37.51

6.61 17.35 6.15 364.02 316.54

64.24

Class 9b - short by 14.36 sqm

Class 9a - short by 14.36 sqm

Class 10 - short by 11.65 sqm

Covered walkway at First Floor

FORM B-2b

BUILDING

BLOCK NO.

BUILDING

BLOCK AGE (

IN YEARS)

ROOM NO. ROOM

USAGE

TYPE

ROOM SIZE (MTS.) CARPET

AREA

(SQ. MTS)

CONSTRUCTION TECHNOLOGY USED

(MARK AS PER CODES)

REMARKS

SUBTOTAL WALL AREA (SQ.MTS):

SUBTOTAL BLOCK AREA(SQ.MTS):

Class 3

Covered walkway at Ground Floor

Class 11- short by 15.33 sqm

Class 5b

Class 8b

SUBTOTAL B1

SUBTOTAL BLOCK PERIMETER (MTS): SUBTOTAL WALL AREA (SQ.MTS):

headmaster's room

staff room(area from autocad)

Class 6

Store Room

Class 7

Nursery

CARPET

AREA

(SQ. MTS)

ROOM

USAGE

TYPE

BUILDING

BLOCK NO.

BUILDING

BLOCK AGE (

IN YEARS)

ROOM NO. REMARKSROOM SIZE (MTS.)

SUBTOTAL CARPET AREA (SQ.M):

kinder garten

Computer Room less by 17.71 sqm

BLOCK SIZE (MTS): SUBTOTAL BLOCK AREA(SQ.MTS):

FORM B-2a


(MARK AS PER CODES)

SUBTOTAL B2 BLOCK SIZE (MTS): SUBTOTAL BLOCK AREA(SQ.MTS): SUBTOTAL CARPET AREA (SQ.M):

class 2


Class 5A

Class 6

Class 1

Terrace of adj building

SUBTOTAL BLOCK AREA(SQ.MTS):SUBTOTAL B4 BLOCK SIZE (MTS): SUBTOTAL CARPET AREA (SQ.M):

SUBTOTAL BLOCK PERIMETER (MTS):

Class 8a

SUBTOTAL B3 BLOCK SIZE (MTS): SUBTOTAL CARPET AREA (SQ.M):


APPENDIX V: REFURBISHMENT & RETROFITTING: QUANTITIES


TA Activity: Infrastructure Condition Survey of Existing Schools

Form Title: BUILT ASSET REGISTER-1c


WIDTH LENGTH HIEGHT FOUND'TN WALL ROOF FLOOR

B5 R1 1 3.33 5.55 2.75 18.48 2 4 1 2V1 11 1.15 5.88 2.75 6.76 2 4 1 2

4.79 5.85 2.75 29.03 25.24

19.08 Project Title: TA-8087 IND: Supporting Human Capital Development in Meghalaya


Form Title: FOUNDATION

TABLE 2 FOUNDATION (Do not fill up the form if the defect does not exist)

Go around the building and look at the foundation - check the line, level and plumb to identify defects, if any

Building-

Room/

Verandah

no.

Length (m) Width

(m)

Height (m) Depth

(m)

Area

(Sq.m)

Volume

(Cu.m)

Missing Plinth Protection

Moss Formation


TA Activity: Infrastructure Condition Survey of Existing SchoolsForm Title: COLUMN/PILLAR/PIER/POST-1

TABLE 3a COLUMN/PILLAR/PIER/POST (Do not fill up the form if the defect does not exist)

Building-

Room/

Verandah

no.

Length (m) Width

(m)

Height (m) Depth

(m)

Area

(Sq.m)

Volume

(Cu.m)

B3R1 3.00 0.015 8.00 0.13 Important

B3R2 0.00 0.015 3.00 0.13 0.12 0.02 Important

B3R3 5.00 Important

B4R1 0.60

B4R2 0.80

B5R1 1.00

RCC

RCC

Vertical cracks width

more than 1 mm-

measure the length and

width of crack. if water

seeps through such

cracks, measure length

RCC COLUMN/ MASONRY

PILLAR/ TIMBER POSTS/

STEEL POSTS

RCC

FORM B-3

RemarksBuilding Component Priority:

Urgent

Importnt

Medium

Low

** Select any one corner of the room and mark with a pencil at a height of 3 feet from the floor level. With water level pipe mark at all four corners of the building matching with the first mark. Measure the

heights of these marks from the ground. Check whether there is a difference of greater than 75mm at any one corner.

FORM B-4a

Building Component Priority:

Urgent

Importnt

Medium

Low

Remarks

FOUNDATION

Where are the unsatisfactory components located as/ Table 1. write the quantities

for each defect

Do the following

defects exist? Record if

other types, not

mentioned here, exist

on the exterior

SUBTOTAL B5 BLOCK SIZE (MTS): SUBTOTAL BLOCK AREA(SQ.MTS): SUBTOTAL CARPET AREA (SQ.M):


class 6a

FORM B-2c

BUILDING

BLOCK NO.

BUILDING

BLOCK AGE (

IN YEARS)

ROOM NO. ROOM

USAGE

TYPE

ROOM SIZE (MTS.) CARPET

AREA

(SQ. MTS)


(MARK AS PER CODES)

REMARKS


for each defect

Do the following


other types, not


on the exterior

APPENDIX V: REFURBISHMENT & RETROFITTING: QUANTITIES CONTD….



Form Title: COLUMN/PILLAR/PIER/POST-2

TABLE 3b COLUMN/PILLAR/PIER/POST (Do not fill up the form if the defect does not exist)

Building-

Room/

Verandah

no.

Length (m) Width

(m)

Height (m) Depth

(m)

Area

(Sq.m)

Volume

(Cu.m)

B1R2 0.00 0.007 3.00 0.12 0.02 0.003 Important

B1R3 0.00 0.003 0.80 0.12 0.00 0.000 Important

B1R4 0.20 0.003 2.50 0.12 0.01 0.001 Important

B4R3 0.00 0.015 2.00 0.12 0.03 0.004 Important

B4R2 0.00 0.001 4.00 0.12 0.00 0.000 Important

B4R1 0.50 0.015 10.00 0.12 0.15 0.018 Important

B3R1 0.30 Important

B3R2 9.00 0.00 0.000 Important

B4R2 0.30 0.00 0.000

B3R3 0.00 0.100 2.75 0.15 0.28 0.041 Important

B5R1 3.00

B3R2 6.00

B4V1 0.50

B5R1 2.00

B4V1 0.15

B1 17.11 0.000



Form Title: FLOORING-1

TABLE 4 FLOORING (Do not fill up the form if the defect does not exist)

Building-

Room/

Verandah

no.

Length (m) Av. Width

(m)

Av. Depth

(m)

Floor Area

of Room

(Sq.m)

%

Problem of

Room Area

Area

(Sq.m)

B2R2 0.060 26.30 20.00 5.26 Important

Rcc column needs protection from water

backslash. Jacketing lower part up to

600mm- 0.23x0.23x0.6x 31 nos

RCC

RCC

RCC

FORM B-5a

If there is exposed rods

but the column is not out

of plumb or the rods are


for each defect

Priority:

Urgent

Importnt

Medium

Low

Remarks

The floor sunken at protion & specially Undulating floor by

more than 50mm?

measure area

GROUND FLOOR

Back splash of rainwater

Building Component Do the following


other types, not


on the exterior

Do the following


other types, not


on the exterior

Priority:

Urgent

Importnt

Medium

Low

Remarks

RCC COLUMN/ MASONRY

PILLAR/ TIMBER POSTS/

STEEL POSTS

230X230 column, reinforced rod

Brick Pier

RCC

RCC

RCC

RCC


for each defect

If damaged corners

exist, measure length

If out of plumb by

>25mm, treat it as

urgentAre there visible

reinforcing rods? Has

the rods bulged?

measure length

Building Component

FORM B-4b


B1R4 0.050 46.34 7.00 3.24 Urgent B1V1 0.050 41.60 2.00 0.83 Important

B2R1 0.050 26.30 10.00 2.63 Important

B1V2 0.050 37.47 5.00 1.87 Important

B3R1 0.050 28.23 5.00 1.41 Important



Form Title: FLOORING-2

TABLE 4 FLOORING (Do not fill up the form if the defect does not exist)

Building-

Room/

Verandah

no.

Length (m) Av. Width

(m)

Av. Depth

(m)

Floor Area

of Room

(Sq.m)

%

Problem of

Room Area

Area of

Problem

(Sq.m)

B1V2 14.00 0.010 0.025 0.14 Important

B4R3 4.70 0.010 0.025 0.05 Important

B4R1 4.38 0.010 0.025 0.04 Important

B4R2 4.40 0.010 0.025 0.04 Important

B1 extr 2.40 3.000 7.20

B1R2 33.00 Important





B1V1 40.73 Important

B1V2 36.00





B3R2 28.27 10.00 2.83 Important




B4R3 34.64

B4R4 37.35

B4R5 34.64

B4R6 33.69

Flooring needs to be redone.

34.64sq.m+skirting length 24m.


37.35sq.m+Skirting length 24.58m


34.64.m+Skirting length 23.34m

Flooring needs to be redone. 33.69+

skirting length 24m.

Is the floor finish

damaged? If you cannot

see that then tap the

floor surface with a

hammer – if dull sound

is emitted then mark the

places where it exists

and measure the area Multiple cracks on verandah flooring.

Continuous

FORM B-5b



other types, not


on the exterior


for each defect

Priority:

Urgent

Importnt

Medium

Low

Remarks

Are there floor cracks

wider then 1mm?

measure length

Flooring needs to be redone

41sqm+skirting 26m

Flooring needs to be redone.- 33 sqm +

Major settlement cracks. Flooring needs

Major settlement cracks. Flooring needs

Flooring needs to be

Flooring needs to be redone.=34.5sq.m



watch the floor and wall

junction – do you see a

crack? Is it continuous

or discontinuous?

measure length

Repair of front steps 2400 wide x

Continuous

Continuous

Continuous

Flooring needs to be redone-

Multiple cracks on verandah flooring.


Unfinished flooring directly on slab




B4R7 34.64

B4 V1 22.78

B4 V2 19.37

452.78



Form Title: WALL-1

TABLE 5 WALL (Do not fill up the form if the defect does not exist)

Make a special mention of those cracks that have appeared since the last observation; Examine both sides of the wall

Building-

Room/

Verandah

no.

Length (m) Width

(m)

Height (m) Depth

(m)

Area

(Sq.m)

Volume

(Cu.m)

B4R2 0.00 0.030 0.10 0.140 0.003 0.000 Important

B1R2 2.50 Important

B1R3 0.00 0.030 0.80 0.250 0.024 0.006 Important

B2R1 0.00 0.010 3.50 0.150 0.035 0.005 Important

B1R5 8.20 Important

B4R3 1.80 0.00 0.00

B3R3 0.00 0.010 8.00 0.130 0.080 0.010 Important

B5R1 0.00 0.010 1.00 0.150 0.010 0.002 Important

B3R3 0.00 0.015 1.20 0.130 0.018 0.002 Important

B3R1 6.00 0.000 Important

B3R4 0.00 0.006 0.90 0.130 0.005 0.001 Important


B1R7 10.40 0.015 3.00 0.12 0.05 0.005 Important

B2R1 1.00 0.00 0.00

B3R4 6.00 0.00 0.00 Important

B3V1 3.00

B4R3 3.00 0.010 0.140 0.030 0.004 Urgent

B1R6 3.00 0.020 0.250 0.060 0.015 Urgent

B4R3 6.00 0.010 0.140 0.060 0.008 Important

B5R1 2.50 0.010 0.150 0.025 0.004 Important

B4R1 5.00 0.015 0.140 0.075 0.011 Important

B3V1 0.50

Flooring needs to be redone

34.64sq.m+skirting length 24m


22.78sq.m+skirting length 36.82m


19.37sq.m+skirting length 36.84m.

Vertical 3.0m cracks on the joining areas

of wall and column on exterior face

Skirting

RCC

RCC

Vertical multiple cracks above the

entrance door of the store room – 1.5m

long*2. Cracks in wall-column junction

FORM B-6a



other types, not


on the exterior


for each defect

Priority:

Urgent

Importnt

Medium

Low

Remarks

Is there a vertical crack

on the wall- wider than

1mm? if yes measure the

width & length. If water

seeps through it then

mention it in

"REMARKS"

Cracks above lintel of doors & windows

Cracks above lintel of doors & windows

RCC

RCC

WALL

Is there a horizontal

crack in the wall – wider

than 1mm? is it stair

stepped? - if yes

measure the width &

length. If water seeps

through it then mention

it in "REMARKS"

Below the beams

External wall has a horizontal crack of

Below the beams due to separation

Below & above window

Slight seepage on the wall below the




Form Title: WALL-2



Building-

Room/

Verandah

no.

Length (m) Width

(m)

Height (m) Depth

(m)

Area

(Sq.m)

Volume

(Cu.m)

B1R6 6.00



Form Title: WALL-3



Building-

Room/

Verandah

no.

Length (m) Width

(m)

Height (m) Depth

(m)

Area

(Sq.m)

Volume

(Cu.m)

B5R1 19.10 0.90 17.19

B3 0.50 3.00 0.00 1.50

B1R3 0.012 5.35 Medium

B4R5 0.012 10.10 Medium

B4R6 0.012 15.59 Medium

B4R7 0.012 10.39 Medium

B3R2 0.012 10.18 Medium

B3R3 0.012 15.61 Medium

B3R4 0.012 5.18 Medium

B5R1 0.012 2.54 Medium

B3V1 10.00

Crack on window lintel going diagonally Is there a diagonal crack

in the wall – wider than

1 mm? -

FORM B-6b



other types, not


on the exterior


for each defect

Priority:

Urgent

Importnt

Medium

Low

Remarks

Rising dampness on the external wall is

Water seepage from roof has dampened

Water seepage from roof has dampened

FORM B-6c



other types, not


on the exterior


for each defect

Priority:

Urgent

Importnt

Medium

Low

Remarks

Is there damp patch on

wall? measure length Is there presence of any

damaged plaster? Tap

the wall plaster with a

small hammer- if dull

sound is emitted mark

the damaged portion

and measure the area




Building-

Room/

Verandah

no.

Length (m) Width

(m)

Height (m) Depth

(m)

Area

(Sq.m)

Volume

(Cu.m)

0.00 0.00 0.00

0.00 0.00 0.00



Form Title: LINTEL

TABLE 6 LINTEL (Do not fill up the form if the defect does not exist)

Make a special mention of those cracks that have appeared since the last observation

Building-

Room/

Verandah

no.

Length (m) Width

(m)

Height (m) Depth

(m)

Area

(Sq.m)

Volume

(Cu.m)

B4V1 3.00 1.50 0.00 0.10 4.50 0.45 Important

B1R2 1.00 0.50 0.50

0.00

B3R2 0.86 1.20 1.03



Form Title: ROOF- 1

TABLE 7 ROOF (Do not fill up the form if the defect does not exist)

Go to the roof top for inspection

Building-

Block No.

Length (m) Width

(m)

Height (m) Depth/

Thicknss

(m)

Area

(Sq.m)

Volume

(Cu.m)

Is there a crack at wall-

roof junction? If yes

Most of the doors or windows open up

in a covered verandahs whereas the

areas on the exterior exposed wall have

a minimal overhang of roofing thus

risking it to rain. Only G+1 storey of B4

has proper running lintels or balcony or

roofing overhangs

Damaged corners visibleLINTEL OVER WINDOW

AND DOOR OPENINGS

Has the lintel deflected?

Do you see the rods?



other types, not


on the exterior


for each defect

Priority:

Urgent

Importnt

Medium

Low

Remarks

FORM B-7



other types, not


on the exterior


for each defect

Priority:

Urgent

Importnt

Medium

Low

Remarks

(Refer R. PLATE 16)

Is there a crack at wall

support?

FORM B-8a



other types, not


on the exterior


for each defect

Priority:

Urgent

Importnt

Medium

Low

Remarks

Damaged jamb,sill and

lintel of window

damaged sill, lintel and jamb of window


B4 7.00 7.57 0.00 0.05 52.99 2.65 Urgent

B5 6.68 5.60 0.00 0.05 37.41 1.87 Urgent

0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

B4 7.00 7.57 0.00 0.05 52.99 2.65

B5R1 6.68 5.60 0.00 0.05 37.41 1.87



Form Title: ROOF- 2

TABLE 7 ROOF (Do not fill up the form if the defect does not exist)


Building-

Block No.

Length (m) Width

(m)

Height (m) Depth/

Thicknss

(m)

Area

(Sq.m)

Volume

(Cu.m)

B1 9.90 0.00 0.00 497.75 0.00 Important

B2 11.96 6.13 0.00 0.00 47.30 0.00 Important

B3 22.21 5.22 0.00 0.00 83.49 0.00 Important

B4 0.00 0.00 216.51 0.00

B1 42.70 0.00 0.00 0.00 0.00 0.00 Important

B2 11.96 0.00 0.00 0.00 0.00 0.00 Important

B3 22.21 0.00 0.00 0.00 0.00 0.00 Important

B3 8.03 0.00 0.00 0.00 0.00 Important

B1V1 9.29 0.10 0.03 0.93 0.02 Important

B2V2 16.67 0.10 0.03 1.67 0.04 Important



Form Title: ROOF SUB-STRUCTURE-1

TABLE 8 ROOF SUB-STRUCTURE (Do not fill up the form if the defect does not exist)


Building-

Room/

Verandah

no.

Length (m) Width

(m)

Height (m) Depth/

Thicknss

(m)

Area

(Sq.m)

Volume

(Cu.m)

B4R3 1.00BEAMS- RCC, TIMBER,

STEEL

Cracks- across at mid

span or diagonal cracks

at ends

FORM B-8b

Priority:

Urgent

Importnt

Medium

Low

Remarks

No waterproofing, Damp penetration

through RCC beam , • Damp penetration

No waterproofing

RCC ROOF

Is the rainwater down

pipe chocked?Horizontal spouts

blocked?Can you see damaged

waterproofing on the

roof top? If you cannot

Undulated & water retention

Undulated & water retention

Does the roof top appear

undulating? Deflected?

FORM B-9a

If the valence board

damaged? If yes



other types, not


on the exterior


for each defect

CGI roof sheets have to be replaced with



other types, not


on the exterior


for each defect

Priority:

Urgent

Importnt

Medium

Low

Remarks

0.3m crack on end of beam



PITCHED ROOF Is the CGI/ other type of

roof covering damaged?

If yes measure the area

If the ridge lines are

damaged measure the

length Are the gutter lines OK,

if not then measure


50% of the existing can be recycled

50% of the existing can be recycled



TA Activity: Infrastructure Condition Survey of Existing SchoolsForm Title: ROOF SUB-STRUCTURE-2



Building-

Room/

Verandah

no.

Length (m) Width

(m)

Height (m) Depth/

Thicknss

(m)

Area

(Sq.m)

Volume

(Cu.m)

B5R1 5.55 3.33 4.62

B4V1 22.78

0.00

0.00

0.00



Form Title: ROOF SUB-STRUCTURE-3



Building-

Room/

Verandah

no.

Length (m) Width

(m)

Height (m) Depth/

Thicknss

(m)

Area

(Sq.m)

Volume

(Cu.m)

STORE 0.00 0.00 0.00

50x100 sec 308.00

50x50 sec 19.00

B1R2 33.30

B1R3 41.00

B1R4 47.00 Replace false ceiling 47 sqm

B1R5 23.00

B2R1 26.97

B2R2 26.30

B2R1 10.37

B1R6 32.00

FALSE CEILING

Truss


for each defect

Priority:

Urgent

Importnt

Medium

Low

Remarks

20% OF TRUSS NEEDS TO BE

Some false ceiling work AND fire roof

Part replacement of distressed timber

truss and purlin members

Check the purlins and

battens same as above-

measure length of

damaged portions

Is there sagging or

bulging in the false

ceiling? Mention the

material used in false

ceiling in Remarks and

measure the area

Some false ceiling work to be redone:


Apply fireproof paint on false ceiling

FORM B-9c

Do the following


other types, not


on the exterior

RCC CEILING Is there a prominent

damp patch in the

ceiling – is water

seeping through crack-

measure area

80% of area

Tap on the truss

members with a

hammer and check if it

has dry or wet rot, if yes

mention member

WATER SEEPAGE FROM ROOF

Building Component



other types, not


on the exterior


for each defect


Replace bamboo mat false ceiling:

Apply fireproof paint on false ceiling 23

Priority:

Urgent

Importnt

Medium

Low

Remarks

FORM B-9b




Form Title: NON STRUCTURAL ELEMENTS-1

TABLE 9 NON STRUCTURAL ELEMENTS (Do not fill up the form if the defect does not exist)

Building-

Room/

Verandah

no.

Number Width

(m)

Height (m) Depth/

Thicknss

(m)

Area

(Sq.m)

Volume

(Cu.m)

B4R1 10.00

B4V1 10.00

B4R7 10.00

B4R5 10.00

B1 300.00

B1R1 38.65

B1R2 71.40

B1R3 77.58

B1R4 84.78

B1R5 56.73 REPAINTING THE ROOM INTERIOR



B2 100.02 REPAINTING THE BUILDING EXTERIOR.



















FORM B-10a

PLASTER With a small hammer,

tap the wall, ceiling,

beam, column etc. that

has plaster - if dull

sound is emitted mark

the area- re-plastering is

necessaryFINISH-PAINT, LIME WASH Peeling or Flaking of

paint? Is there stain or

soot or grime deposits

on wall? Room looking

shabby? Measure area

REPAINTING THE ROOM INTERIOR

REPAINTING THE BUILDING




Building Component

50% area

10% AREA

Do the following


other types, not


on the exterior


for each defect

Priority:

Urgent

Importnt

Medium

Low

Dampness on the internal wall is visible

Plastering on the internal side of the

Remarks






Building-

Room/

Verandah

no.

Number Width

(m)

Height (m) Depth/

Thicknss

(m)

Area

(Sq.m)

Volume

(Cu.m)

B2R1 2

B3R3 2

B1R4 4

B3 6

B3R2 4

B3R4 2

B4R6 6

MS glazed

windows all the windows to be painted

B1 24 0.70 1.10 36.96 Alternatively use MS sections for frame and grill

B2 8 0.90 0.90 12.96

B3 16 0.90 1.20 34.56

B4 26 1.00 1.20 62.40

B5 4 0.90 0.90 6.48





Building-

Room/

Verandah

no.

Number Width

(m)

Height (m) Depth/

Thicknss

(m)

Area

(Sq.m)

Volume

(Cu.m)

B2R1

B2R2

B4R2

B1R4 1

B1R1 1

B1R3

B4R5

B1R5

B2R2

B3R4 1

B4R4 1

DOOR

Broken glass panels to be replaced

Door needs to be repaired

Do doors should open

and close easily? if

defect exists mention

number of such cases

Poor door condition

FORM B-10c



other types, not


on the exterior


for each defect

Priority:

Urgent

Importnt

Medium

Low

Remarks

Poor door condition

Floor settlement as deterant

Are there distressed

door shutters? if yes

measure area

Damaged door frames

Damaged door frames

Damaged door frames & shutter

Frames requiring repairing

Door needs to be repaired at the

WINDOW Do windows should

open and close easily? if

defect exists mention Are there damaged

Window shutters? if yes

measure area

Peeling of paint? Is there

stain on window

including grill? Measure

area

The 4 window opening around the M.S

6NO BROKEN GLASS PANE

The 4 window opening around the M.S

window needs repair work Timber Window panel and grill needs

to be replaced

FORM B-10b



other types, not


on the exterior


for each defect

Priority:

Urgent

Importnt

Medium

Low

Window wooden panelling without any

Timber Window panel and grill needs

Remarks


B1R1 1

B1R3

B4R5

B1R5

B2R2

B3R4 1

B4R4 1

all thedoors to be painted 0.00

0.00

B1 10 0.90 2.10 37.80 DOOR TO BE PAINTED ON BOTH SIDES

B2 2 0.90 2.10 7.56








Building-

Room/

Verandah

no.

Length (m) Width

(m)

Height (m) Depth/

Thicknss

(m)

Area

(Sq.m)

Volume

(Cu.m)

B1 101.00 0.60 60.60

B2 34.28 0.60 20.57

B3 66.60 0.60 39.96B4 64.30 0.60 38.58

B5 22.00 0.60 13.20

B1 101.00 0.90 90.90

B2 34.28 0.90 30.85

B3 66.60 0.90 59.94

B4 64.30 0.90 57.87

B5 22.00 0.90 19.80

B1V1 17.50 0.45 7.88

PLINTH protection All along the

periphery 64.3mx 0.9m

PLINTH protection is needed. All along

the periphery 22mx 0.9m

Dado to prevent backsplash & stopping

moss growing on it. 101X 900mm wide

sloping out

Dado is needed. All along the periphery

34.28mx0.6mDado is needed 66.6mx0.6m.Dado is needed 64.3mx0.6m

dado is needed. All along the periphery

22mx 0.6m

FORM B-10d

PLINTH protection needed

Damaged concrete and corroded

Door needs to be repaired

Remarks

WALL CONDITION & RAIN

PROTECTION



other types, not


on the exterior

Algae or mold that is

now growing on walls,

bushes and shrubs that

now touch the school

building’s exterior.

Trees growing from,

wall, roof, etc.

Is there a plinth

protection? is the

existing plinth

protection damaged?

Measure area

Peeling of paint? Is there

stain on door? Measure

area

Almost all doors need to be repainted

DOOR TO BE PAINTED ON BOTH SIDES


for each defect

Priority:

Urgent

Importnt

Medium

Low

PLINTH protection is needed. All along

the periphery 34.28mx0.9m

PLINTH protection All along the

periphery 66.6mx0.9m.

Are there distressed

door shutters? if yes

measure area

Damaged door frames

Damaged door frames

Damaged door frames & shutter

Frames requiring repairing

Door needs to be repaired at the




Form Title: CLASSROOM INFRASTRUCTURE ELEMENTS

TABLE 10 CLASS ROOM INFRASTRUCTURE ELEMENTS (Do not fill up the form if the defect does not exist)

Building

Block no.

Number Width

(m)

Height (m) Depth/

Thicknss

(m)

Area

(Sq.m)

Volume

(Cu.m)

B1R3 1 1.20 2.40 2.88 Chalk

board B1R4 1 1.20 2.40 2.88 Chalk

B1R6 1 1.20 2.40 2.88

B1R7 1 1.20 2.40 2.88

B2R1 1 1.20 2.40 2.88

B2R2 1 1.20 2.40 2.88

B3R1 1 1.20 2.40 2.88

B3R3 1 1.20 2.40 2.88

B3R4 1 1.20 2.40 2.88

B4R1 1 1.20 2.40 2.88

B4R2 1 1.20 2.40 2.88

B4R3 1 1.20 2.40 2.88

B4R4 1 1.20 2.40 2.88

BR1 1 1.20 2.40 2.88

5 1.20 2.40 2.88

30 1.20 2.40 2.88

B1R1 4.57

B1R2 5.80

B1R4 5.60

B1R7 6.00

B3R1 4.90

B1R6 0.00 0.00

B2R1 0.00 0.00

B3R3 0.00 0.00

B1R1 1.20 0.60 0.72

The electric wire which connects the

bulb at the room center should be

properly cased in plastic channels to

avoid any fire hazards.

Count the number and

size of chalkboards

which need replacement

Chalk board 1200X2400 with a tray to

be provided in place of existing board.








for each defect

Priority:

Urgent

Importnt

Medium

Low

Remarks




be provided in place of existing board.Chalk board 1200X2400 with a tray to




FORM B-11



other types, not

mentioned here

CHALKBOARD

DISPLAY BOARD Measure the area of

display board needed

for the classroom,

verandah, etc.

STORAGE & SHELVES Are there adequate built-

in shelves/

storage/cupboard, etc?

if not mention the

number and size



be provided in place of existing board.Chalk board 1200X2400 with a tray to


Repair and paniting of

chalkboards No classrooms have any kind of display

boards

Electric assembly

One built in cupboard

Two Cupboards

Three Wooden Cupboard, one with

One Cupboard






Form Title: CLASSROOM FURNITURE

TABLE 11 CLASS ROOM FURNITURE

CLASS/STD ROOM

MARKER

TOTAL

NOS.

NOS. IN

GOOD

CONDIT'N

NOS.

NEEDING

REPAIR

NOS.

NEEDING

REPLACEM

ENT

NEW ONES

TO BE

SUPPLIED

Teachers Desk with Chair

Students Table with Bench

KG 2 Teachers Desk with Chair









9D+9B


Std 12

Std 4

Std 5

Std 6

Std 7

Std 8

B4R1

B3R3

B3R4

B4R2 & B3R1

B5& B3R2 &

B1R3

B1R4

B4R5 & B4R6




B4R5


24D+24B 12D+12B

23D+10B 1D+1B

25B+15D 1B

B4R3 & B4R2




0








KG 1

Std 1

Std 2

Std 3

Std 9

Std 10

Std 11

12D+29B 2D+2B

14D+16B

5T+5B 1T+3B

19+26D

10 T+ 11 B

8 T+ 9 B

1 T+ 1 B

2D

3T+1B

FORM B-12

6D+7B

REMARKSFURNITURE TYPE



3T

7T+8B 2T


Building

Block no.

Length m Width

(m)

Height (m) Depth/

Thicknss

(m)

Area

(Sq.m)

Volume

(Cu.m)

B1 187

B2 38

B3 98

B4 88

B1 187

B2 38

B3 98

B4 88

construction joint in B4 & B3 REFER TO DRG

same as above

200 depth 25mm plaster in 1 cement:3

sand :2 6mm chips on 25x25 welded

mesh on either side of the wall with

cross connectors @ 450 c/c with 2

8mm bars at top & bottom

RETROFITTING MEASURES

PLINTH BAND

LINTEL BAND

OTHER NON-LISTED ITEMS

Where are the unsatisfactory components located as/ Table 1. write the quantities Priority:

Urgent

Importnt

Medium


APPENDIX VI: MICRO LEVEL DATA: DESIGN TECHNOLOGY & MANAGEMENT

APPENDIX VI: MICRO LEVEL DATA: DESIGN TECHNOLOGY &MANAGEMENT CONTD…

APPENDIX VI: MICRO LEVEL DATA: DESIGN TECHNOLOGY &MANAGEMENT CONTD…

APPENDIX VII: RETROFITTING NEEDS

BUILDING 1

SEISMIC FIRE

ISSUES seismic

compliance ISSUES

fire compliance

PLANNING

P1 Type 0, if you haven't done or referred to geological investigations for your site 0.05

1

P4 Type 0, If in-house backup sources of water has not been provided in the school for 24-48 hrs 0.25

ARCHITECTURAL ISSUES

A1 1

Type 0, if you have provided only one escape route in each classroom 0.05

A3 Type 3, if the design is poor for evacuation of physically challenged people 0.1

1

A5 Type 0, if you have not detailed glass in openings for drift of the structure 0.05

NA

A6 NA

Type 0, if there is no fire fighting water tank of adequate size nor a local source 0

A8 Type 4, if major variation from safe limit of length/ breadth/ height 0.05

Type 0, if the doors open inside 0.05

A10

Type 0, if ceiling materials used is fire

prone 0.05

STRUCTURAL ISSUES

S1

NA Type 0, if structural members not

insulated and/or fire prone building materials are used

0.25

S3 Type 3, if you have not referred to any source of information neither you have considered liquefaction effect in design

0.25

S5 Type 3, if only corner reinforcments have been provided 0.25

S6 Type 3, if ductile detailing has not been done as per code 0.05

S7 Type 0, If sesimic load has not been considered in design 0.25

NON STRUCTURAL ISSUES

NS1 Type 0, if plumbing lines & rooftop/overhead water tank are not supported & secured or there is no water supply

0.25 Type 0, if not sure about the quality of

wiring used 0.25

NS2 NA Type 0, if earthing has not been done 0

NS3 NA

Type 0, if Lightning arrester not been fixed 0

NS4 Type 0, if suspended lighting fixtures are not securely attached and braced 0.25 NA

NS5 NA

Type 0, if there is not fire extinguisher in the building, especially in Chemistry lab 0.25

NS6 NA

Type 0, if there is no provision for fire alarm 0.25

BUILDING 2 SEISMIC FIRE

ISSUES seismic

compliance ISSUES

fire compliance

PLANNING Type 0, if you haven't done or referred to geological investigations for your site 0.05

1

Type 0, If in-house backup sources of water has not been provided in the school for 24-48 hrs 0.25

Type 0, if adequate gap not provided to avoid pounding effect 0.05


1 Type 0, if you have provided only one escape route in each classroom 0.05

Type 3, if the design is poor for evacuation of physically challenged people 0.1

1

Type 0, if you have not detailed glass in openings for drift of the structure 0.05

NA

NA


NA Type 0, if sprinklers have not been planned for 0.25 1 Type 0, if the doors open inside 0.05

Type 0, if ceiling materials used is fire prone 0.05

STRUCTURAL ISSUES Type 0, if you have not considered micro zonation recommendations for your site 0.25

Type 0, if structural members not insulated and/or fire prone building materials are used 0.25

Type 6 If you have not adopted the above 0.25 Type 3, if you have not referred to any source of information neither you have considered liquefaction effect in design

0.25

Type 3, if only corner reinforcments have been provided 0.25

Type 3, if ductile detailing has not been done as per code 0.05

Type 0, If sesimic load has not been considered in design 0.25

Type 0, if doors, windows are not 600mm away from wall corner and/or there is < 600mm wide wall between two openings

0.25

NON STRUCTURAL ISSUES Type 0, if plumbing lines & rooftop/overhead water tank are not supported & secured or there is no water supply

0.25 Type 0, if not sure about the quality of wiring

used 0.25

Type 0, if fire protection piping not correctly installed and braced 0.05 Type 0, if earthing has not been done 0

Type 0, if you have not provided flexible joints and the lines clamped at suitable points 0.05 Type 0, if Lightning arrester not been fixed 0

Type 0, if suspended lighting fixtures are not securely attached and braced 0.25 NA

Type 0, if emergency generator etc. are not secured against movement 0.25


Type 0, if fire alarm equipment not secured against movement 0 Type 0, if there is no provision for fire alarm 0.25

Type 0, if communications components, including antennas are not connected and supported 0.05

BUILDING 3

SEISMIC FIRE

ISSUES seismic

compliance ISSUES

fire compliance

PLANNING Type 0, if you haven't done or referred to geological investigations for your site 0.05

1


ARCHITECTURAL ISSUES Type 2, if Shape is irregular but structure is uniform

0.5 Type 0, if you have provided only one escape route in each classroom 0.05


1


NA

NA


Type 3, if Medium level of variation of length/ breadth/ height ratio from safe limit 0.5

Type 0, if the doors open inside 0.05

Type 0, if ceiling materials used is fire prone 0.05 STRUCTURAL ISSUES Type 0, if you have not considered micro zonation recommendations for your site 0.25



0.25





Type 0, if plumbing lines & rooftop/overhead water tank are not supported & secured or there is no water supply


used 0.25




NA


NA Type 0, if there is no provision for fire alarm 0.25 Type 0, if communications components, including antennas are not connected and supported 0.05

BUILDING 4

SEISMIC FIRE

ISSUES seismic

compliance ISSUES

fire compliance

PLANNING

Type 0, if you haven't done or referred to geological investigations for your site 0.05

1


ARCHITECTURAL ISSUES Type 2, if Shape is irregular but structure is uniform

0.5 Type 0, if you have provided only one escape route in each classroom 0.05

Type 2, if storey heights are similar (they differ by > 5% but <20%) and there are few discontinuous or irregular elements;

0.5

1


1


NA

NA


1 Type 0, if the doors open inside 0.05

Type 0, if ceiling materials used is fire prone 0.05

STRUCTURAL ISSUES Type 0, if you have not considered micro zonation recommendations for your site 0.25



0.25




Type 0, if you have not considered short column effect in the structure? 0.25




used 0.25




NA


NA Type 0, if there is no provision for fire alarm 0.25

BUILDING 5

SEISMIC FIRE

ISSUES seismic

compliance ISSUES

fire compliance

PLANNING

Type 0, if you haven't done or referred to geological investigations for your site 0.05

1


Type 0, if adequate gap not provided to avoid pounding effect 0.05


1 Type 0, if you have provided only one escape route in each classroom 0.05


1


NA

NA


1 Type 0, if the doors open inside 0.05 STRUCTURAL ISSUES Type 0, if you have not considered micro zonation recommendations for your site 0.25 1


0.25







used 0.25


NA Type 0, if Lightning arrester not been fixed 0 Type 0, if suspended lighting fixtures are not securely attached and braced 0.25 NA

NA


NA Type 0, if there is no provision for fire alarm 0.25

APPENDIX VIII: DRAWINGS

APPENDIX IX: SUMMARY OF INTERVENTION

A. EXISTING FACILITIES

RM NO

Spaces Carpet Area (sqm)

Building B1 27 Years Old

R1 Headmaster's room 10.377 Cost Of Repair , Retrofitting, Upgrading, Etc Will Be Done By PWD In Accordance With Appendix V

R2 staff room 32.63

R3 Class 6 40.15

R4 Class 7 46.36

R5 Store Room 22.14

R6 Nursery 31.47

R7 Computer Room 31.29 Building B2 6 Years Old

R1 class 2 26.97

R2 kindergarten 26.30 Building B3 27 Years Old

R1 Class 5A 28.31

R2 Class 6 28.35

R3 Class 1 34.81

R4 Class 3 34.62 Building B4 9 Years Old

R1 Class 11- short by 15.33 sqm 33.67

R2 Class 9b - short by 14.36 sqm 34.64

R3 Class 9a - short by 14.36 sqm 34.64

R4 Class 10 - short by 11.65 sqm 37.35

R5 Class 8a 33.68

R6 Class 5b 34.64

R7 Class 8b 34.64 Building B5 age not known

R1 class 6a 18.48

B. ADDITIONAL FACILITIES TO MATCH WITH RMSA STANDARD

ROOM USE NOS AREA SQM COST OF INTERVENTION

Class XB 1 66.15 INR 8,401,175.82 USD168,023.52

Class XII 1 66.15

Library 1 94.50

Lab 1 66.15

Administrative Office 1 40

Store 1 33.75

Furniture

Equipment For Science Lab

Calculated Separately Under Different Head

Plumbing, Bore hole, Rainwater harvesting, Pump, Water tank

SANITATION, 2 seats for girls + 2 seats for boys

C. COST OF RETROFITTING IN ACCORDANCE WITH APPENDIX VII- PWD MAY ADD MORE TO THIS AS PER SITE CONDITIONS

Total cost of intervention = Cost A + Cost B + COST C

REFERENCES

Date post:	17-Apr-2018
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