project report on conservation of jama ...project report on conservation of jama masjid located in...

PROJECT REPORT ON

CONSERVATION OF JAMA MASJID LOCATED IN ALIGARH MUSLIM UNIVERSITY

ALIGARH UTTAR PRADESH

A view of the building of Jama Masjid, Aligarh Muslim University

Project prepared by Arvind Kumar

Conservation Scientist

Heritage Conservation Associate

PROJECT PREPARED BY

ARVIND KUMAR



Gwalior, Madhya Pradesh

Mob: +91 8989 215834

Email: [email protected]

Project Contents

Introduction 4 1.

Decay in Heritage Structure 5 2.

Causes of deterioration of the building and art work of the

mosque

6 to 11 3.

Conservation plan of Jama Masjid 12 to 14 4.

5 Financial provisions and budget estimate 15 to 16

Details of measurements 17 to 20 6.

Estimate on conservation 21 to 28 7.

Estimate electrical fitting 29 to 36 8.

Jama Masjid of is one of the heritage buildings

located in the premises of Aligarh Muslim

University, Aligarh. It is one among the few

heritage structures which came up in the first

phase of construction in the university, Jama

masjid along with the other buildings of

the central wing of Sir Syed Hall including

Strechy hall, Litton Library, Nizam Museum

and Asman Manzil were constructed in the life

time of Sir Syed Ahmad Khan (1898), the

founder of Aligarh Muslim University.

Sir Syed Ahmad khan was inspired by the

Indo Islamic architecture of Delhi, which is

clearly depicted in these buildings. Jama Mas-

jid is very much in proportion with the Jama

Masjid of Shahjahanabad, Delhi with the only

difference in scale; Delhi mosque is bigger in

size. The mosque is rectangular in plan with a

courtyard in front. The prayer area is thirty

nine by eleven meters in plan with three multi-

foliated domes resting on the drum at the top.

The central dome bigger in size, with drum

resting on the square base of seven and half

meters side, while the two side domes are rest-

ing on five meters square base. Sequences are

provided from the bottom to convert the

PROJECT REPORT ON

CONSERVATION OF JAMA MASJID LOCATED IN ALIGARH MUSLIM UNIVERSITY

ALIGARH (U.P.)

A view of the building of Jama Masjid, Aligarh Muslim University

Main entrance of Jama Maszid

historic buildings and that’s why we are least

bothered about protecting them. This negli-

gence has became the major source of deterio-

ration. Another problem associated with the

heritage buildings is the human intervention

which is due to the lack of knowledge about

square base to circular dome. Detailed orna-

mentation in the form of floral pattern and cal-

ligraphic inscription is done in the interior of

the prayer hall. Two lofty minarets, longitudi-

nally striped with red sandstone and dhaulpur

stone are provided on the sides of the prayer

hall. These minarets are divided into four tiers,

each one is having projected balcony sup-

ported by stalactite bracket, and these minarets

are crowned with small chatri at the top. These

minarets are having broader base, gradually

diminishing towards the top. The Central Iwan

with huge multifoliated arch is bigger than the

side entrances and a white marble strip on

which the calligraphic inscription from Quran

is engraved, is enhancing its beauty. Different

types of arches ranging from multifoilated,

round trefoil, drop arch and segmental arch

are provided in this beautiful heritage struc-

ture. Single piece stone screens (Jali) with dif-

ferent pattern are provided in the mosque. A

water tank (Hauz for wazu), square in shape

with six meters side is provided in the center

of the courtyard. The courtyard is forty meters

long and thirty meters wide. After the death,

Sir Syed was buried on the southern side of

the courtyard in the mosque.

DECAY IN HERITAGE STRUCTURES

Heritage belongs to all of us and it is our re-

sponsibility to protect our heritage structures.

Its interpretation can play an important role in

enhancing people’s awareness, understanding

and appreciation of time and place. It is also

important to save our past since they are hav-

ing high significance and values ranging from

historic, associational and architectural point

of view. Heritage embraces different manage-

ment mandates and there is often a strong reli-

ance on conservation and sometimes to the

exclusion of contemporary use. But we are not

aware of the importance of these magnificent

Single piece stone screen and decorated arches unfortu-

nately painted

Floral carvings in sandstone

http://en.wikipedia.org/wiki/Minarets

the conservation of heritage buildings. This

results improper additions with heritage struc-

tures which affects aesthetics value and beauty

of these incredible buildings. Heritage build-

ings are very much sound in their structures

and they can still withstand for centuries, the

only thing is that they require a proper mainte-

nance.

CAUSES OF DETERIORATION OF THE

BUILDING AND ART WORK OF

MOSQUE

A building must meet various requirements

and withstand the rigours of climate, and at the

same time it is expected to last for many years,

preferable with minimal maintenance. Consid-

eration must be given at every stage of the

building process of ways of reducing the inci-

dence of defects and prolong the durability of

the building. Understanding the causes and

agents of deterioration in buildings, is quite

necessary to reduce the incidence of defects.

The primary source and causes of deteriora-

tion and decay in structures a n d a r t

w o r k o f t h e buildings as observed can be

listed and explained as follows:

Failure to carry out routine maintenance.

Wear and tear set in immediately after build-

ings are constructed and individual compo-

nents eventually fail, in turn causing damage

to other components if building is not periodi-

cally maintained. As an example, internal

water damage due to a leak in a roof can be

seen in the building wherever roof is unre-

paired or unattended in time.

Improper maintenance programme of the

building

The floor at the ground was lately covered

with marble tiles with cement aiming to

smoothening of the surface. Due to this act,

the sandstone floor was covered and the

breathing of the earth was blocked causing the

moisture to trap beneath it, which found an

Rising dampness from roof

Unplanned wiring on the walls

An example of damages in araish work

escape route through the walls posing grave

threat to the structural strength and the araish

work of the walls due to rising dampness in

the walls. Of all the causes, the most impor-

tant is moisture, both because of its frequent

occurrence, and because of its role as an inter-

mediary in many forms of deterioration. Pres-

ence of soluble salts enhance its destructive

nature. As an example at all places of the

walls close to the flooring has serious dam-

ages of araish work and brick wall.

Application of synthetic paint– In addition

to the marble flooring synthetic paint has been

applied over the damaged araish plaster which

has further stopped evaporation of water at

lower level and promoted to evaporate from

higher level causing damage to araish work.

Surface deposits Interior walls has hard

homogeneous deposits of salts, dust and dirt

which is hiding actual tone of colour of araish

work.

Flaking of paint layer Wall paintings / wall

decorations have loss of paint layer due to

several reasons. Many places particularly on

ceiling paint layer has been lost along with a

part of lime wash applied as final layer of

rendering.

Lack of adhesion in rendering of araish

work and paintings Several places render

shows severe lack of adhesion and danger-

ous bulges corresponding to the places

showing high dampness of water. Rendering

has collapsed with forming huge, deep lacu-

nae at many places. Lack of cohesion in the

surrounding area of rendering may be ob-

served at these places due to formation of

salts. Detail scientific analysis of the area

can reveal mechanism of deterioration of

the araish work and paintings.

Losses in manuscripts written on walls

Most of the places losses in manuscripts

written on walls has been damaged.

An example of damage in wall due to rising dampness

from floor

An example of damage due to soluble salts in rising

dampness from floor

An example of blackening of golden touchings

Alteration of golden colour Golden deco-

rations on front wall has been retouched in

the past which has turned to black/green.

Splashes of paint/lime wash due to over

painting Most of the places splashes of

paint/lime wash can be observed over the

paintings. It seems that ceiling paintings/

decorations has been over painted.

Peeling of plaster along with painted ceil-

ing Example of loss of plaster along with

painted ceiling can be seen in the ceiling

mainly be due to rising dampness in the ceil-

ing.

Interaction of certain dissimilar materials

in close contact with one another in a cor-

rosion environment. Several places repair

with cement has been observed which is not

compatible with the lime plaster leading an-

other cause of deterioration.

Ignorance of the causes of deterioration

and decay. In most of the cases the buildings

damage due ignorance of causes of deteriora-

tion. For example, growth of plants can be

seen over the structure of Jama Masjid. Wa-

ter marks on the minarets can be seen due to

improper water drainage system.

Blistering of stone elements

Swelling accompanied by rupturing of a thin

uniform skin both across and parallel to the

bedding plane, usually a condition found on

sandstone. Blistering may remain a relatively

constant condition scattered over the ma-

sonry surface but, more often, it eventually

results in greater surface peeling (exfoliation,

delamination or spalling). Examples of sur-

face peeling/exfoliation may be seen in stone

used in Jama Masjid.

Unplanned maintenance of electrical fit-

tings Originally wooden case wiring was

used for fixing wiring for lamps and electri-

cal fans, later wirings were repaired and

fixed openly over the walls.

An example of flaking of paint layer in floral design of

dome. Splashes of blue paint can also be seen.

An example of application of cement.

An example of growth of plants over building

An example of splitting of stone elements of the building

Natural aging of the structural elements.

Reaction to the corrosive elements in the

atmosphere Natural aging of structural ele-

ments is a continuous process and not visible

immediately but has deterioration effect over

building material.

Faulty Plumbing work Gutters and down-

spouts make up a significant part of a build-

ing’s water removal system, strategically di-

recting all water accumulated from rain to-

wards specific areas around the base of a

building. There are unplanned plumbing work

promoting deterioration of structural elements. An example of unplanned plumbing work causing

damage to the structural element

An example of eaten up wooden door frames and late filled with cement morar

SOME OTHER EXAMPLES OF DAMAGES

An example of exposed brick wall showing loss of pointing in between the joints of bricks and broken louver.

An example of algal growth on brick wall and stone carving due to dampness

requiring proper drainage system of rain water

An example of splashes of cement mortar over the decorated

stone pillars due maintenance of building

Domes of the Jama Masjid has several surface coatings and it has been observed that there may be

araish work originally executed while its construction. It is also observed that there are cracks in

original plaster visible on testing. The condition of domes will be rechecked during removal of

surface coatings and appropriate methodology will be selected for preservation.

CONSERVATION PLAN OF JAMA MASJID

A building maintenance programme is an organizational activity carried out by the authorities in

order to prolong the life expectancy of the buildings. In order to start a building maintenance pro-

gramme the building should meet a minimum standard of condition. Maintenance is a continuous

operation to keep the building in the best form for normal use. In view of the conservation status of

the building and art work executed on the interior walls it is therefore the important is the making

of a maintenance plan which should have the detail of the works to be performed daily or periodi-

cally including cleaning of exteriors & interiors, wiping of courtyard, cleaning of roof, spouts and

drains. Attention may be given to annual maintenance on cleaning of exposed brick walls, white

wash, major repairs and re-pointing. Cleaning of outside drainage of water is also important, since

their choking may cause rising dampness in the walls of the building.

In order to preserve the art work and structure of the building of Jama Masjid following conserva-

tion process based on scientific principles in conservation is recommended herewith to upkeep the

building for future generation.

Documentation of the building- It is always advisable that The conservation-restoration must

be accompanied by a precise program of documentation in the form of an analytical and critical

report, illustrated with drawings, copies, photographs, mapping, etc. The condition of the struc-

ture, the technical and formal features pertaining to the process of the creation and the history of

the object must be recorded. Furthermore, every stage of the conservation restoration, materials

and methodology used should be documented.

Building exterior- It is important to look for peeling off surface coating on dome and roof, miss-

ing mortar and cracks that have appeared since the last observations. Plants, algae that is growing

on walls will be removed. The exterior walls of the building will be kept clean and free of debris.

Leaves and plant materials should be raked away from the walls so that any water that falls there

will drain away, and not be retained where it might penetrate the walls and foundation.

Cleaning of stone elements of Jama Masjid Sandstone used on exterior walls and minarets has deposition

of dust, dirt, algae and water marks of drainage of rain water will be cleaned to control any active deteriora-

tion and also to bring back original form of stone work.

Consolidation of stone splitting of sandstone will be consolidated to strengthen its life.

Repair of inlay work of manuscripts written on exterior walls Inlay work manuscript written on exterior

wall has damages at several places will be re-integrated in same fashion.

Removal of lime coatings/splashes of cement on stone pillars/carvings Application of surface

coatings/whitewash/cement splahes over the stone pillars and other building decoration will be re-

moved to maintain heritage value of the building.

Lime mortar for plastering / pointing the walls Materials used for building conservation must have

one essential pre-requisite: not to accelerate deterioration of adjacent materials. It is always recom-

mended that mortar should be prepared taking into account the characteristics of the materials that they

were to replace or be applied on.

In most cases it is technically and aesthetically appropriate to carry out repairs using a mortar that

matches the existing or original materials.

Lime mortar must be thoroughly mixed in grinders after addition of water to get good workability. Mix-

ing of lime mortar in a chakki is a common method adopted in India. After adding require amount of wa-

ter to the dry mixture, the chakki is worked for a good number of turns by a pair of bullocks or a tractor

and ingredients are thoroughly mixed.

It has been observed that plaster of the walls has been made up of lime, fired brick powder, brick pieces,

crushed marble as carbonate aggregate, sand and organic additives like gur, fibre etc. In addition paste of

Urd dal and flash of Bel is added to retain flexibility of plaster.

Choices of aggregates of lime mortar for repair work are generally made on color and texture of the ex-

isting mortar, local availability and desirable properties for good workability.

Structural conservation– Structure is the group of columns, beams, structural walls, floors

and roof structure and its stability. Roof of the building will be checked for proper drainage sys-

tem of rain water and repaired if require. Exposed brick walls will be repaired and re-pointing will

be done to ensure measures against rising dampness through walls due to rain water .

Plumbing- Plumbing has five major parts: water supply, water storage, fixtures, waste collection,

and septic system. Water system provided in the premises of Jama Musjid will be reviewed for proper

arrangement without any harm to the building.

Building Interior

Removal of synthetic paint at lower level of walls and measures against rising dampness–

Synthetic paint applied over the surface of araish plaster work has stopped the porosity of the plas-

ter which is now promoting evaporation of water from higher level where application of paint end

and causing serious damage to the araish work. It is advisable to remove synthetic paint to main-

tain porosity in the plaster to allow evaporation of water at lower level. In addition plaster may be

removed up to the height of 8 inch completely exposing bricks and perforated tiles/metal sheets or

synthetic sheets may be fixed to allow evaporation of water.

Removal of dust, dirt and hard incrustations over the surface of araish plaster and paintings

Hard deposits of dust, dirt in combination of salts hiding the original tone of araish work and paint

layer will be cleaned off to bring back original tone of painting and araish plaster.

Removals over painting from the ceiling It seems domes and ceiling has been repainted periodi-

cally and some places without repair of damaged plaster, that will be removed to bring back origi-

nal form of the ceiling and domes.

Consolidation and re-adhesion Re-adhesion of renders is very important and will be done scien-

tifically to strengthen the life of the paintings and araish work. Hollow part in the painting and

araish plaster will be consolidated and bulges will be pushed back as far as possible during conser-

vation treatment to maintain uniformity of the surface of the paintings and araish work.

Treatment for flaking of paint layer Flaking of paint layer will be controlled to avoid further

damage of the paint layer.

Filling of lacunae in plaster All lacunae in the rendering will be filled up with the similar compo-

sition of mortar.

Reintegration of losses in paint layer The losses in paint layer will be reintegrated depending on

the norms of conservation in order to maintain the value of the paintings.

Application of protective coating A protective coating will be applied on the surface of the

painting and araish plaster to avoid further deposition of dust, dirt and other foreign materials di-

rectly on the surface.

Electrical work- The electrical system in a building is somewhat similar to the body’s nervous

system, with a brain and nerves running throughout the building. The brain is the electrical panel

box. Inside this box, main power lines bring electricity into the building, and branch lines (circuits)

take electrical power to other parts of the building. It is always advisable to have adequate electric

supply system to avoid any cause of accident.

Most of walls of Jama Masjid has inadequate wiring may lead any accident. It is advisable to re-

view all arrangement of electric supply in the building for proper maintenance and arrangement.

The electrical panel box will contain either fuses or circuit breakers. These are known as over-

current devices. They prevent dangerous heat build-ups and potential fires.

Illuminating Jama Masjid

Our historic buildings and monuments are often amazing feats of architecture and engineering.

Many have been enhanced and brought to life at night-time with striking and subtle external light-

ing schemes. The main objectives of external lighting should be:

to promote observation and experience of the site against the night sky

give the building an added dimension which will enhance its key architectural elements as well

as its social and historical significance

to improve the quality of the nocturnal environment by promoting safety, ie avoidance of trip

hazards

to enhance night-time orientation and use, which could potentially benefit the local economy

Therefore an aesthetic, as well as a technical, approach is essential and will ultimately govern the

result. When external lighting is executed with a well-designed and co-ordinated scheme using the

correct choice of equipment, the environmental impact, ie light pollution and overspill, can be

minimised and the energy efficiency maximized

FINANCIAL PROVISIONS IN BUDGET ESTIMATE

To meet our requirement of works, laborers of various categories have been provided under the

sub head LABOUR of the estimate.

A suitable provision of skilled daily waged labourers has been made for providing necessary assis-

tance to the executing staff in executing the proposed work for doing edging, filleting work, for

making preliminaries. In addition, skilled daily waged labourers have also been provided for doing

watch and ward & winding up of the work after its completion. These labours will be paid at the

prevailing labour rate of Delhi Adm. Delhi. The working hours of the labourers may have to be

amended, and, or, extended beyond their normal duty hours, depending upon actual requirement of

the work, and, or, due to any reason communicated by the departmental officers/ security agencies

deputed near the actual place of work.

The units of labourers and their working rates have been arrived on the basis of past experience

earned during the execution of similar work, and, also on the basis of physical observations of dif-

ferent components of the monuments, which have undergone varying degree of disintegrations

with the passage of time- both due to manmade and natural reasons.

The Scaffolding Materials, viz., Tubular pipes, bamboos, ropes of various types, coir string,

wooden planks and safety nets will be purchased which has been given under the subhead of the

same name, viz., SCAFFOLDING MATERIALS.

Various chemicals have been provided under the sub head CHEMICALS for doing chemical

treatment & preservation of the proposed areas. The rates of the chemicals provided in the estimate

are as reference rates only, as per the price lists of Sdfine/Merck/Qualigens etc. of 2015-16. In

fact, procurement of these chemicals will be made as per their actual stock positions with these

firms/suppliers at the time of affecting their purchases. Minor deviations in the rates of similar

chemicals marketed by different agencies will be ignored, keeping in view of the fact that useful-

ness of these chemicals on monuments does not vary much with their brands, almost all of which

are marketed by these reputed firms.

The provision of suitable items, spatula ,dissection box, cotton etc. for consolidating the fragile

areas after dry bushing, followed with chemical cleaning of the paintings and araish surface has

been made under the sub head MAJOR CONSUMABLES. Surgical Gloves, face mask, required

for the safety of all those involved in doing the treatment works, find place in this draft estimate.

Items that are not listed in the budget if required to perform conservation work will be purchased

out of the subhead ‘Contingencies’ of this estimate.

A lump-sum provision of Rs. 1,50,000/- for detail documentation like measured plans of Jama

Masjid, photo documentation, photo albums, for expenses on photo print charges etc. has been

made in the estimate under the sub head DOCUMENTATION.

A provision of Rs.75/= per day has been made under the sub head SUNDRY CONSUMABLES

in the proposed estimate to meet out the expenses for up- keeping the site/camp offices during the

entire period of work.

Since scaffolding materials and other items are required to be transported from their respective

source(s) to the actual place of work (site) and vice-versa, a lump sum amount of Rs. 25,000/- only

has been proposed in the estimate under sub head TRANSPORTATION CHARGES.

To meet out unforeseen expenditures contingencies on all rated items @ 5 % have been provided

in the estimate under the sub head CONTINGENCIES.

Since there is no PWD/CPWD schedule of rate of work of this nature, all rates of working have

been worked out on the basis of reasons explained above and observations made while drafting the

estimate.

Accountability of the project

1. Stock Book: All items chemicals, consumable and non-consumable purchased for site will be

entered in stock book and verified by the Officer In-Charge deputed by the university. Record of

issue of material and utilization will be maintained.

2. Measurement book: The chemical preservation works are not susceptible to measurement and

each no measurement books are required to be maintained for such works.

3. Records of work done: Quantum of work done will be maintained through detailed photo-

graphic documentation.

4. Taxes: All taxes including service tax are applicable as per actual.

Mode of payments

1. 20% of project estimate will be payable for initial expenses to start the project.

2. 60% against Performa invoice before delivery of material on prorate basis.

3. 15% during running of project.

4. 5% on completion of project.

Arvind Kumar



Gwalior, Madhya Pradesh

.

Details of Measurement

NAME OF WORK: CHEMICAL TREATMENT AND PRESERVATION OF ARAISH WORK

ON INTERIOR WALLS & ARCHES, FLORAL DECORATIONS (WALL PAINTINGS),

GOLDEN DECORATIONS AND MANUSCRIPTS WRITTEN ON WALLS (HOLY KURAN KI

AYATEN), REMOVAL OF ENAMEL COATING ON THE INTERIOR WALLS OF JAMA

MASJID LOCATED IN ALIGARH MUSLIM UNIVERSITY ALIGARH

S.No. Details of Work No.

Measurement

AREA

(Sq.M) Length

(m)

Breadth

(m)

Height

(m)

BASIS OF FORMATION OF THE ESTIMATE:

1. Originally, the entire walls and arches were plastered with araish work (Alagila technique); front wall

of inner prayer hall was decorated with floral and golden decorations and manuscripts (Holy Kuran Ki

Ayaten) were also written on suitable spaces on walls; Flat ceiling, central dome and secondary domes

were also decorated with floral designs.

2. Since Jama Masjid is a religious place and living monument so it was taken special care of

maintenance of damages in walls, structure, araish work and decorations (wall paintings). Damages in

walls (including araish work) were repaired and paintings were repaired / repainted with the technology

known to authorities.

3. Due to natural causes of deterioration all interior walls has deposition of dust, dirt, carbon soot and

layer of salt which is hiding original tone of araish work and color tone of wall decorations. Paint layer is

flaking off at several places. Development of lack of cohesion and adhesion in wall plasters.

4. It has been noticed that previous restorative interventions in structure, walls surface and decorations

promoted secondary conservation problems i.e. rising dampness due to treatment of floor and further

damages due to application of paint, developing lack of cohesion and adhesion in wall plaster at lower

level of walls, blackening of golden retouching.

5. Present attempt of conservation interventions has been designed to minimize the rate of deterioration

and restore interior walls with modern concept of conservation i.e. consolidation of plaster and araish

work, removal of cement/POP, repair of damages, chemical cleaning of araish wall surface and

decorations (paintings) and their preservation, removal of enamel paint at lower level of walls and repair

of wall surface, repair of damages due to electrical fittings etc..

NOTE: The details of measurement has been taken roughly on the basis of nature of surface to draw a

tentative estimate of expenditure on conservation viz., west wall (Aisle side) beautifully decorated with

floral designs, other walls having araish plaster work. All the segments of main prayer hall and back

prayer hall of the Jama Maszid are well connected through the arches. A detailed documentation with

precise measurement of each wall surface is required to be done and payments of the conservation work

will be paid accordingly.

[A] AREA OF PAINTED CEILING, PAINTED WEST WALL AND OTHER WALLS

HAVING ARAISH WORK OF SEGMENT 1 OF JAMA MASZID

1

Rectangular area of west wall

decorated with floral designs and

golden decorations. A=LXH

1 4.38

5.50 24.09

2 Rectangular area of south wall having

araish plaster. A=LXH 1 5.27

5.5 28.99

3 Rectangular area of east wall having


5.5 16.61

4 Rectangular area of north wall having


5.5 25.03

5 Deduction of area of passage in east

wall @ 20% of total area of the wall 1

3.32

6 Deduction of area of passage in north


5.01

7 Area of painted ceiling. A=LXB 1 4.55 3.04

13.83

Total painted area

37.92

Total area of araish work

62.29

[B] AREA OF PAINTED DOME, PAINTED WEST WALL AND OTHER WALLS


1




1 5.88

5.50 32.34



5.5 25.03



5.5 24.86



5.5 25.03



4.97



5.01

7 Deduction of area of passage in south


5.01

8 Inner area of connecting arches of

segment 1 and segment 3 2 12 1.1

26.40

7 Area of painted dome 1

26.83

Total painted area

59.17


86.33

[C] AREA OF PAINTED CEILING, PAINTED WEST WALL AND OTHER WALLS


1




1 4.32

5.50 23.76



5.5 25.03


araish plaster. A=LXH 1 3

5.5 16.50



5.5 25.03



3.30



5.01



5.01


segment 3 and central dome 1 12 1.8

21.60

7 Area of painted ceiling. A=LXB 1 4.55 3

13.65

Total painted area

37.41


74.84

[D] AREA OF PAINTED DOME, PAINTED WALLS OF CENTRAL DOME OF JAMA

MASZID

1




4 27.91

8.00 35.91



7.18

3 Area of painted dome

77.50

Total painted area

106.23

[E]

AREA OF PAINTED CEILING, PAINTED WEST WALL AND OTHER WALLS

HAVING ARAISH WORK OF SEGMENT 4 OF JAMA MASZID (Dimensions of

segment 4 is similar to segment 3, it is therefore same area is taken here)

Total painted area

37.41


74.84

[F]

AREA OF PAINTED DOME, PAINTED WEST WALL AND OTHER WALLS



Total painted area

59.17


86.33

[G]

AREA OF PAINTED CEILING, PAINTED WEST WALL AND OTHER WALLS



Total painted area

37.92


62.29

[H] AREA OF PAINTED CEILING, WEST WALL AND OTHER WALLS HAVING

ARAISH WORK OF SEGMENT 7 OF JAMA MASZID

1 Rectangular area of west wall having


7.20 94.25



7.2 30.53



7.2 94.25



7.2 30.53

5 Deduction of area of passage in west


18.85



18.85



6.11


55.62

Total painted area

55.62


205.75

[I] AREA OF PAINTED CEILING, WEST WALL AND OTHER WALLS HAVING

ARAISH WORK OF SEGMENT 8 OF JAMA MASZID

1 Rectangular area of west wall having


8.50 63.75



8.5 36.12



8.5 63.75



8.5 36.12

5 Deduction of area of passage in west


12.75



12.75



7.22



7.22


segment 8 and 9 A=LXB 2 10 2

40.00


31.87

Total painted area

31.87


199.79

[J]

AREA OF PAINTED CEILING, AND WALLS HAVING ARAISH WORK OF

SEGMENT 9 OF JAMA MASZID (Dimentions of segment 6 is similar to segment 7, it is

therefore same area is taken here)

Total painted area

55.62


205.75

[K] AREA OF ENAMEL COATING ON INNER WALLS AT LOWER PORTIONS

Total area. A=LXH 1 116.7

1.5 175.05

TOTAL INNER AREA OF PAINTED PART OF JAMA MASZID 518.34

TOTAL INNER AREA OF ARAISH PART OF JAMA MASZID 1058.20

TOTAL INNER AREA COATED WITH ENAMEL OF ARAISH PART OF JAMA

MASZID 175.05

GRAND TOTAL AREA 1751.59

(in Rs.) Unit/day (in Rs.) (in Rs.)

1 No's.

a

10 No's. Skilled daily waged labours to make preliminary arrangements, erecting

scaffolding during various stages of works, winding up of works for 70 days. @ of

7 days in each segment. Total segments are 10

70 700 390 lab/day 273000

b4 No's. Daily wage Conservator for cleaning of exposed painted surface of

ceiling/dome 330 Sq.M @ .50 Sq.M/day for 165 days. 165 660 467 lab/day 308220

c2 No's. Daily wage Conservator for cleaning of exposed painted surface of wall 190

Sq.M @ .50 Sq.M/day for 190 days. 190 380 467 lab/day 177460

d2 No's Daily wage Conservator for reintegration of losses of exposed painted

surface of 330 Sq.M @ 2 Sq.M/day for 165 days. 165 330 467 lab/day 154110

e2 No's. Daily wage Conservator for reintegration of exposed painted surface of wall

190 Sq.M @ .50 Sq.M/day for 190 days. 190 380 467 lab/day 177460

f2 No's. Skilled daily wage of labour for preservation of exposed painted surface of

519 Sq.M @ 2 Sq.M/day for 260 days. 260 520 429 lab/day 223080

g 3 No's. Daily wage Conservator for cleaning of exposed araish surface of 1058

Sq.M @ 3 Sq.M/day for 353 days. 353 1059 467 lab/day 494553

h2 No's. Daily wage Conservator for preservation of exposed araish surface of 1058

Sq.M @ 6 Sq.M/day for 177 days. 177 354 429 lab/day 151866

I 2 No's Daily wage Conservator for consolidation of exposed painted and araish

surface 50 Sq.M @ .25 Sq.M/day for 100 days. 100 200 467 lab/day 93400

j2 No's. Skilled daily wage of labour for reintegration of plaster of painted and araish

surface 100 running Mt @ 2 running Mt/day for 50 days. 50 100 390 lab/day 39000

k4 No's. Skilled daily wage labours for paint removal from the surface of araish work

250 Sq.M @ 0.50 Sq.M/day for 87.5 days125 500 390 lab/day 195000

l1 Conservation Scientist on the project for coordination of site, technical input and

management of progress of project @ 60000/- pm for 12 months720000

TOTAL SUBHEAD LABOUR: 3007149 3007149

CARRIED OVER: - CONTD. PAGE 2- 3007149

Progressive Total

AREA, GRAND TOTAL= 1826.59 Sq.M. AREA, PAINTINGS = 518.34 Sq.M.(CEILING-329.23 - WALL-189.11) -- ARAISH SURFACE = 1058.20 Sq. M.--ARAISH SURFACE COATED WITH

ENAMEL PAINT = 250.05 Approximately REQUIRING REMOVAL OF ENAMEL PAINT LAYERS

LABOUR & MANPOWER FOR CONSERVATION WORK:

DETAILED ESTIMATE OF JAMA MASZID ON

SCIENTIFIC CONSERVATION AND PRESERVATION OF ARAISH WORK AND PAINTINGS EXECUTED ON INTERIOR WALLS AND DOMES SURFACE ,

LOCATED IN THE ALIGARH MUSLIM UNIVERSITY, ALIGARH, UTTAR PRADESH

Item SUBHEAD AND ITEMS OF WORKSDays/

UnitsQy.

Rate Per Amount

SUBHEAD AND ITEMS OF WORKS


B/F: 0

2 300000 3307149

3

aLime Putty /Restoration Mortar paste in distilled water @ 250 gm./ 1 mt. running

length for 100 mt.In Kg. 25 300 Kg. 7500

Due to packing

size

bAmmonia solution cleaning of exposed painting/araish surface @ 20 ml. / Sq.M.

for 1576 Sq.M in Lt 32 500 Lt 16000

Due to packing

size

cAmmonium bi carbonate cleaning of exposed painting/araish surface @ 100 gm. /

Sq.M. for 1058 Sq.M in Kg 106 808 Kg 85648

Due to packing

size

gAcetone cleaning of exposed painting @ 200 ml. / Sq.M. for 800 Sq.M

in Lt 160 614 Lt 98240Due to packing

size

h Petroleum ether clearing of exposed painting @ 157 ml. / Sq.M. for 400 Sq.M in Lt 63 1,090 Lt 68670Due to packing

size

i Trichloroethylene clearing of exposed painting @ 79 ml / Sq.M. for 400 Sq.M in Lt 32 1,126 .Lt 36032

Due to packing

size

jToluene (S- free) for chemical cleaning of exposed painting @ .093 Lt. / Sq.M. for

700 Sq.M in Lt 66 642 Lt 42372

Due to packing

size

k E.D.T.A. clearing of exposed painting @ 15gm. / Sq.M. for 1059 Sq.M in Kg 16 1,940 Kg 31040Due to packing

size

nIso Propyle Alcohol clearing of exposed painting @ 100 ml. / Sq.M. for 800 Sq.M

in Lt 80 632 Lt 50560Due to packing

size

o Labolene clearing of exposed painting @ .111 Lt. / Sq.M. for 500 Sq.M in Ltr 56 221 .Lt 12376Due to packing

size

p Distilled water clearing of exposed painting @ 1Lt. / Sq.M. for 1058 Sq.M in Ltr 1058 83 Lt 88026Due to packing

size

q Paraloid B72 clearing of exposed painting @ 1 gm. / Sq.M. for 1576 Sq.M in kg 2 8,000 Kg 16000Due to packing

size

rP.V.A. Emulsion consolidation of exposed painting @ 200 gm. / Sq.M. for 100

Sq.M in kg 20 220 Kg 4400

Due to packing

size

s Xylene clearing of exposed painting @ 100 ml. / Sq.M. for 300Sq.M in Lt 30 748 Lt 22440Due to packing

size

TOTAL SUBHEAD CHEMICALS: 579304 3886453

CARRIED OVER: 3886453 - CONTD. PAGE 3-

PAGE -2-

ItemDays/

UnitsQy.

Rate Per Amount Progressive

Total

SCAFFOLDING MATERIALS: Steel scaffolding with wooden plateform

CHEMICALS:



B/F: 38864534

1 Beakers 1000 ml In No's 48 241.5 Each 11592.0

2 Beakers 500 ml In No's 48 131 Each 6288.0

3 Syringe 200ml In No's 72 100 Each 7200.0

4 Spatula (Karni) different sizes In No's 12 60 Each 720.0

5 Painting knife In No's 36 100 Each 3600.0

6 Paint brush In No's 120 120 Each 14400.0

7 Flat brush (wash brush) In No's 50 120 Each 6000.0

8 Cotton roll In No's 150 100 Each 15000.0

9 Needles for syringe Pkts 12 50 Each 600.0

10 High density foam pieces In No's 48 50 Each 2400.0

11 Hammer In No's 4 50 Each 200.0

12 Lime Kg 50 30 Each 1500.0

13 Marble dust/chalk powder Bags 75 30 Each 2250.0

14 Sand Bags 20 75 Each 1500.0

15 Blotting paper Rim 15 1200 Each 18000.0

16 Gloves In No's 48 40 Each 1920.0

17 Mask In No's 24 20 Each 480.0

18 Apron In No's 6 250 Each 1500.0

19 Towels In No's 24 200 Each 4800.0

20 Drawing sheet In No's 48 10 Each 480.0

21 Bucket In No's 12 150 Each 1800.0

22 Mug In No's 12 50 Each 600.0

23 Trays In No's 12 80 Each 960.0

24 Spray bottles In No's 36 60 Each 2160.0

25 Duster In No's 24 40 Each 960.0

26 Colors powder In No's 24 200 Each 4800.0

27 Brushes In No's 120 60 Each 7200.0

28 Scissors In No's 4 50 Each 200.0

29 Wash bottle 1000ml In No's 24 93 Each 2232.0

30 Wash bottle 500 ml In No's 12 53 Each 636.0

31 Plastic cane 20lt In No's 6 150 Each 900.0

32 Narrow mouth bottle 1000ml In No's 12 78 Each 936.0

33 Narrow mouth bottle 500ml In No's 12 40 Each 480.0

TOTAL SUBHEAD MAJOR CONSUMABLES: 124294 4010747CARRIED OVER: 4010747

MAJOR CONSUMABLES:

CONTD. PAGE 4

Page 3

ItemDays/

UnitsQy.

Rate Per Amount Progressive Total


B/F: 4010747

5 NON-CONSUMABLE STORES:

Materials will also be transferred and utilized from the existing stock on need basis. 0 4010747

6 DOCUMENTATION:

Lump-sum provision for purchases of CD's, photo album,printing photographs of

various sizes, graphic documentation, plans of building and walls etc.150000 4160747

7 SUNDRY CONSUMABLE STORES:For up keeping the site and camp office during the period of execution of the work

for 365 days. Days 365 75 Unit 27375 4188122

8 TRANSPORTATION CHARGES:

for transporting store items from the respective sources to office/ site and back. 25000 4213122

9CONTIGENCIES @ 5% on all rated items provided in the above subheads from S.No. 1

to 8, subheads with lump-sum provisions excluded.4038122 201906.08 4415027.68

GRAND TOTAL SAY (IN RUPEES): 4415028

Arvind Kumar



Per Amount Progressive Total

Lump-Sum

Lump sum

(RUPEES FORTYFOUR LAC FIFTEEN THOUSAND TWENTY EIGHT ONLY)

- PAGE4-


UnitsQy.

Rate


1 No's.

a

12 No's. Skilled daily waged labours to make preliminary

arrangements, erecting scaffolding during varius stages

of works, winding up of works for 60 days.

30 360 390 lab/day 140400

b

12 No's. Skilled daily wage labours for cleaning and

preservation of stone surface of 756 Sq.M @ 0.5

Sq.M/day for 126 days.

126 1512 467 lab/day 706104

c

6 No's. Skilled daily wage labours for cleaning and

preservation of wooden doors with glass surface of 252

Sq.M @ 0.5 Sq.M/day for 84 days.

84 504 467 lab/day 235368

d Conservation Scientist for four months @ 60000/- pm

240000

TOTAL SUBHEAD LABOUR: 1321872 1321872

CARRIED OVER: - CONTD. PAGE 2- 1321872

DETAILED ESTIMATE OF JAMA MASZID ON

SCIENTIFIC CONSERVATION AND PRESERVATION OFSTONE WORK, WOOD WORK AND BRICK POINTING ON EXTERIOR WALLS

LOCATED IN THE ALIGARH MUSLIM UNIVERSITY, ALIGARH, UTTAR PRADESH


UnitsQy.


AREA, GRAND TOTAL= 1802q.M. AREA, STONE SURFACE = 756 Sq.M. WOODEN DOORS-110 SQM - BRICK WALL = 936 SQM

PROJECT DURATION – 126 DAYS

LABOUR:



B/F: 1321872

2 0 1321872

3

bGl. Acetic acid for cleaning stone surface @100 ml./

Sq.M. for 756 Sq.M In Lit. 75.6 900 2.5 Lit. 27216 Due to packing size

cEthanol MERCK LR - Germany- for cleaning of exposed

painting @ 100 ml./ Sq.M. for 756 Sq.M In Lit. 76 1500 500 ml 226800 Due to packing size

dToluene for preservation of exposed painted surface @

250m. l/Sq.M. for 78 Sq.MT.(19.5 lt.)In Lit. 20 1150 2.5 Lit. Due to packing size

e De-ionised Water (for restoration) In Lit. 1000 300 5 Lit 60000

TOTAL SUBHEAD CHEMICALS: 314016 1635888

CARRIED OVER: 1635888

- PAGE 2-

ItemDays/

UnitsQy.

Rate Progressive Total

SCAFFOLDING MATERIALS: Old stock will be utilised. app. cost 3 lakh

CHEMICALS:

- CONTD. PAGE 3-

Per Amount



B/F: 16358884

a Gloves (Surgical) In boxes 5 325 Box 1625

b Spray bottle In No's 20 150 Each 3000

c Spatula assorted size for filleting etc. In No's 20 150 Each 3000

d Dissection Box In No's 2 500 Each 1000

e Bowls of assortes sizes for solvents In No's 20 100 Each 2000

fCotton Absorbent rolls of 500 gm. each @ 500 gm. roll

for 1 Sq.M. for 78 Sq.M.In Kg's 49 140 500 gm. 6860

g Plastic Buckets In No's 12 225 Each 2700

h Plastic Mugs In No's 20 30 Each 600

i Plastic Trays In No's 12 200 Each 2400

j Magnifying lens In No's 2 500 each 1000

k Face masks In boxes 2 120 Each 240

l Surgical Handle In No's 50 50 Each 2500

m Surgical Blades (Assorted Size) In boxes 30 225 Each 6750

n Syringes with needles (for injecting mortar) In No's 20 30 Each 600

TOTAL SUBHEAD MAJOR CONSUMABLES: 34275 1670163CARRIED OVER: 1670163

- PAGE 3-

ItemDays/

UnitsQy.


MAJOR CONSUMABLES:

CONTD. PAGE 3


B/F: 1670163

5 NON-CONSUMABLE STORES:

Materials will also be transferred and utilized from the existing stock on need basis. 0 1670163

6 PHOTO DOCUMENTATION:Lump-sum provision for purchases of of CD's, photo

album, making photographs of various sizes etc. 25000 1695163

7 SUNDRY CONSUMABLE STORES:For up keeping the site and camp office during the

period of executioin of the work for 126 days. Days 126 75 Unit 9450 1704613

8 TRANSPORTATION CHARGES:for transporting store items from the respective sources

to office/ site and back. 25000 1729613

9CONTIGENCIES @ 5% on all rated items provided in the

above subheads from S.No. 1 to 8, subheads with lump-sum

provisions excluded.

1679613 83980.65 1813593.65

GRAND TOTAL SAY (IN RUPEES): 1813594

Code Description Unit Rate Qty. Unit Amount

25.5 CPWD

2014

Ruled /Flush pointing on Red sand stone masonry surface with lime,

surkhi and marble dust mortar in the

ratio of 1:1.5:1/2 {One lime: 1.5 surkhi (50% red and 50% light yellow

surkhi ):1/2 marble dust}. (The rate

is inclusive of all materials & labours involved except scaffolding).sqm 143 936 sqm 133848

TOTAL COST ON EXTERIOR CONSERVATION WORK 1947442

Arvind Kumar



(RUPEES NINETEEN LAC FORTYSEVEN THOUSAND FOUR HUNDRED FORTY TWO ONLY)

- PAGE 4-


UnitsQy.

Rate

(RUPEES EIGHTEEN LAC THIRTEEN THOUSAND FIVE HUNDRED NINETY FOUR ONLY)

Per Amount Progressive Total

Lump-Sum

Lumpsum

Sl. No. Description of Subheads Amount-DSR Amount-MR

1 SUB HEAD - I - (POINT/CIRCUIT/SUBMAIN WIRING) 95109.00 260540.00

2 SUB HEAD- II - (DISTRIBUTION BOARDS) 21346.00 5136.00

3 SUB HEAD-III -(LIGHT FIXTURES ) 0.00 460870.00

4 SUB HEAD - IV - (DISTRIBUTION PANELS) 0.00 92000.00

5 SUB HEAD - V - (CABLES & CABLE TERMINATIONS/EARTHING & MISCELLANEOUS ITEMS) 75704.00 95120.00

6 SUB HEAD-VI ( UPS/INVERTER SYSTEM) 0.00 46000.00

7 SUB HEAD-VII ( PA SYSTEM) 0.00 244850.00

8SUB HEAD-VIII ( TEMPORARY LIGHT, POWERARRAGEMENT & DISMANTLING OF EXISTING ELECTRICALWORKS & Design Work)

0.00 100000.00

TOTAL 192159.00 1304516.00

TOTAL 192159.00 1304516.00

1496675.00

1496675.00

Notes:

1 All duties and taxes extra as applicable.

2

3 Final quantity will be as per actual measurement.

4 No deduction in account WCT.

5 This offer is valid for your acceptence for a period of 30 days from the date of our offer.

Payment Terms:

1 20% advance

2 60% against proforma invoice before delivery of material on prorata basis

3 15% after installation, testing,commissioning

4 5% against Performance warranty for six months

Total M.R. & DSR Item

Net Total

SCHEDULE OF QUANTITIES FOR SUPPLYING, INSTALLATION, TESTING AND COMMISSIONING OFELECTRICAL WORKS FOR JAMA MASJID AT ALIGARH MUSLIM UNIVERSITY

70% of SITC will be charged [email protected]%, and on 30% of SITC service tax will be [email protected]%.

BOQ_Electrical works

SUB HEAD - I - (POINT/CIRCUIT/SUBMAIN WIRING)

1.1 Wiring for following switch controlled light/fan/exhaust fan/call bellpoints with 1.5 sq. mm PVC insulated copper conductor 1100 Voltgrade stranded flexible FRLS wires of approved make in existing PVCTrunking/raceway/conduit and including the cost of providing and fixinga 6 amp 250 Volt Modular Plate type switches of approved quality,colour, make and design with moulded cover plate in zinc chromatepassivated MS box and including the cost of running 1.5 sq. mm PVCinsulated copper earth wire for loop earthing etc. complete as perspecifications and as required. (Group 'C' non residential buildings)

a) First/Primary Point Point 52 1787.00 92924 MR

b) Same as above but loop point Point 40 785.00 31400 MR

1.2 Wiring for SP MCB controlled light/fan points with 2.5 sq. mm PVCinsulated copper conductor 1100 Volt grade stranded flexible FRLSwires of approved make in existing PVC Trunking/ raceway/conduitand including the cost of running 2.5 sq. mm PVC insulated copper earthwire for loop earthing etc. complete as per specifications and asrequired.(Cost of MCB not included here, it will be paid separately.)

a) First/Primary Point (Wiring with 3x2.5 sqmm FRLS Wire) (MaximumLength of point 23m) Point 6 3125.00 18750 MR

b) Same as above but loop point (Wiring with 3x2.5 sqmm FRLS Wire)(Maximum Length of point 11m) Point 12 1533.00 18396 MR

1.3 Wiring for light/ power plug with 2X2.5 sq. mm FRLS PVC insulatedcopper conductor single core cable in existing PVC trunking/raceway/conduit along with 1 No. 1.5 sq. mm FRLS PVC insulatedcopper conductor single core cable for loop earthing as required. Mtr 300 75.00 22500.00 DSR-1.17.12

1.4 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copperconductor single core cable in existing PVC trunking/raceway/conduitalong with 1 No. 4 sq. mm FRLS PVC insulated copper conductor singlecore cable for loop earthing as required. Mtr 200 109.00 21800.00 DSR-1.17.21

Circuit/submain wiring in raceway/conduit1.5 Supplying and drawing following sizes of FRLS PVC insulated copper

conductor, single core cable in the existing surface/ recessed steel / PVCconduit as required.

a) 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire or (3X2.5) Sq mm Mtr 200 75.00 15000.00 DSR-1.17.12

b) 2 X 4 sq. mm + 1 X 4 sq. mm earth wire or (3X4) Sq mm Mtr 100 109.00 10900.00 DSR-1.17.21

c) 2 X 6 sq. mm + 1 X 6 sq. mm earth wire or (3X6) Sq mm Mtr 50 160.00 8000.00 DSR-1.17.30

d) 4 X 4 sq. mm + 2 X 4 sq. mm earth wire or (6X4) Sq mm Mtr 20 212.00 4240.00 DSR-1.17.24

e) 4 X 6 sq. mm + 2 X 6 sq. mm earth wire or (6X6) Sq mm Mtr 10 317.00 3170.00 DSR-1.17.33

f) 4 X 10 sq. mm + 2 X 10 sq. mm earth wire Mtr 20 822.00 16440.00 MR

g) 4 X 16 sq. mm + 2 X 16 sq. mm earth wire Mtr RO 1255.00 MR

1.6 Supplying and fixing suitable size GI box with modular plate & cover infront on surface or in recess, including providing and fixing 3 pin 5/6amps modular socket outlet and 5/6 amps modular switch, connection,painting etc. as required. (For light plugs to be used in non residentialbuildings) Each 10 303.00 3030.00 DSR-1.31

1.7 Supplying and fixing suitable size GI box with modular plate & cover infront on surface or in recess, including providing and fixing 6 pin 5/6amps & 15/16 amps socket outlet and 15/16 amps modular type switch,connection, painting etc. as required. Each 5 395.00 1975.00 DSR-1.32

1.8 Supplying and fixing 20 amps, 240 volts, SPN industrial type, socketoutlet, with 2 pole and earth, metal enclosed plug top along with 20 amps“C” curve, SP, MCB, in sheet steel enclosure, on surface or in recess,with chained metal cover for the socket out let and complete withconnections, testing and commissioning etc. as required.

Each 3 954.00 2862.00 DSR-2.18

1.9 Supplying and fixing DP sheet steel enclosure on surface/ recess alongwith 25/32amps 240 volts “C” curve DP MCB complete with connections,testing and commissioning etc. as required. Each 1 617.00 617.00 DSR-2.16

DSR Amount(Rs.)

DSR- 2014Item No.

SCHEDULE OF QUANTITIES FOR SUPPLYING, INSTALLATION, TESTING AND COMMISSIONING OF ELECTRICAL WORKS FOR JAMA MASJID AT ALIGARHMUSLIM UNIVERSITY

S. No Description of Item Unit Qty Rate(Rs)

MR Amount(Rs.)

Jama Masjid at Aligarh Muslim University Page 1 of 7


DSR Amount(Rs.)

DSR- 2014Item No.


MR Amount(Rs.)

1.10 Supplying and fixing of following sizes of medium class PVC conduitalong with accessories in surface/recess including painting in case ofsurface conduit, or cutting the wall and making good the same in case ofrecessed conduit as required.

a) 20 mm dia. Mtr. 5 53.00 265.00 DSR-1.21.1

b) 25 mm dia. Mtr. 5 65.00 325.00 DSR-1.21.2

c) 32 mm dia. Mtr. 5 85.00 425.00 DSR-1.21.3

d) 20 mm dia flexible conduit. Mtr. 50 25.00 1250.00 MR

1.11 Supplying, fixing & installing of following sizes of PVC race ways/trunkingsystem with cover and all accessories required i.e. endcap,internal/external angle,flat angle/junction,clips, suppoting wiringaccessories for mounting modular switch socket, data & telephone etc,complete in all respect as required and as per approved layout/sitecondition. All lighting, power circuits, submain wiring & Low Voltage wiresshall be laid only in suitable size raceways mounted onsurface/ceiling/wall etc.

a) 32x12.5 mm Mtr. 100 293.00 29300.00 MR

b) 50 x 50 mm Mtr. 30 736.00 22080.00 MR

c) 100 x 50 mm Mtr. 20 1356.00 27120.00 MR

1.12 Supplying, fixing & installing of following sizes of PVC race ways/trunkingdivider.

a) 100 x 50 mm Mtr. 20 144.00 2880.00 MR

TOTAL 95109.00 260540.00



DSR Amount(Rs.)

DSR- 2014Item No.


MR Amount(Rs.)

SUB HEAD- II - (DISTRIBUTION BOARDS)

2.1 S/F prewired SP MCB DB:Supplying and fixing following way, single pole and neutral, sheet steel,MCB distribution board, 240 volts, on surface/ recess,complete with tinned copper bus bar, neutral bus bar, earth bar,din bar, interconnections, powder painted including earthing etc.as required. (But without MCB/RCCB/Isolator)

a) 2+8 way , double door, horizontal type Each 1 1132.00 1132.00 DSR-2.3.7

2.2 Supplying and fixing following way, horizontal type three pole andneutral, sheet steel, MCB distribution board, 415 volts, on surface/recess, complete with tinned copper bus bar, neutral bus bar, earth bar,din bar, interconnections, powder painted including earthing etc. asrequired. (But without MCB/RCCB/Isolator)

a) 6 way (4 + 18), Double door Each 0 2636.00 0.00 DSR-2.4.5

b) 8 way (4 + 24), Double door Each 1 3148.00 3148.00 DSR-2.4.6

2.3 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C' curve,miniature circuit breaker suitable for inductive loads of following poles inthe existing MCB DB complete with connections, testing andcommissioning etc. as required.

a) Single pole Each 60 169.00 10140.00 DSR-2.10.1

2.4 Supplying and fixing following rating, four pole, 415 volts, MCB in theexisting MCB DB complete with connections, testing and commissioningetc. as required.

a) 32 amps Each 0 1924.00 0.00 MR

b) 40 amps Each 1 2771.00 2771.00 MR

c) 63 amps Each 0 2771.00 0.00 MR

2.5 Supplying and fixing following rating, double pole, (single phase andneutral), 240 volts, residual current circuit breaker (RCCB), having asensitivity current upto 300 milliamperes in the existing MCB DBcomplete with connections, testing and commissioning etc. as required.

a) 40 amps Each 4 1714.00 6856.00 DSR-2.14.2

b) 63 amps Each 0 2237.00 0.00 DSR-2.14.3

2.6 Supplying and fixing following rating, double pole, 240 volts, MCB in theexisting MCB DB complete with connections, testing and commissioningetc. as required.

a) 6-32 amps Each 1 913.00 913.00 MR

b) 40-63 amps Each 1 1452.00 1452.00 MR

2.7 Supplying and fixing single pole blanking plate in the existing MCB DBcomplete etc. as required. Each 10 7.00 70.00 DSR-2.11

TOTAL 21346.00 5136.00



DSR Amount(Rs.)

DSR- 2014Item No.


MR Amount(Rs.)

SUB HEAD-III -(LIGHT FIXTURES )3.1 Supply,storing, Installation, testing and commissioning of following light

fixtures complete with housing, reflectors, all accessories i.e. copperwound ballast, HPF condensors, starters, holders etc. complete asrequired

a) LED batten, wall/surface mounted fixture 12 watts, 2 ft long, extrudedaluminium body and with integrated electronic driver. (Havells cat no.LHEWEBP6PL1W012 (ENDURA Linear LED) or equivalent fromPhilips/Bajaj/Wipro or equivalent from approved make List)

Nos. RO 4007.00 MR

b) LED batten, wall/surface mounted fixture 22 watts, 4 ft long, extrudedaluminium body and with integrated electronic driver. (Havells cat no.LHEWEBP6PL1W022 (ENDURA Linear LED) or equivalent fromPhilips/Bajaj/Wipro or equivalent from approved make List)

Nos. 40 5744.00 229760.00 MR

c) LED bulk head light , wall/surface mounted fixture 10 watts (Havells catno.LHEOAOP7UZ6W010 (ENDURA RUGBY) or equivalent fromPhilips/Bajaj/Wipro or equivalent from approved make List) Nos. RO 4903.00 MR

d) Decorative LED up down wall light, made of die cast aluminium,powdercoated wall/surface mounted fixture 6 watts (Havells catno.LHEHCWPBIN1W006 (XING HEXA LED)/ catno.LHEHCYPBIN1W006 (XING PENTA LED)/catno.LHEHCXPBIN1W006 (XING ROUND LED)/catno.LHEHCVPBIN1W006 (XING SQUARE LED) or equivalent fromPhilips/Bajaj/Wipro or equivalent from approved make List) Nos. 52 4345.00 225940.00 MR

3.2 Supplying and fixing of stepped type electronic fan regulator with GI boxand modular plate including connections complete in all respects asrequired.

Nos. 5 1034.00 5170.00 MR

TOTAL 0.00 460870.00



DSR Amount(Rs.)

DSR- 2014Item No.


MR Amount(Rs.)

SUB HEAD - IV - (DISTRIBUTION PANELS)

4.1 Feeder PillarSupply and fixing of floor mounting, totally enclosed, compartmentalized,

Incomingi 63A 4P MCCB - 1 No.ii 20 A contacter with 2 pole to be shortened for N-Piii Time Switch with daily dial suitable for operation on 230V single phaseiv Auto Manual Selector Switch - 1 No.v Indication lamps (LED Type) - 3 Nos.

Bus Barsi TPN bus bar of 200A rating

Outgoingsi 20A DP MCB - 6 Nos.ii 25A DP MCB - 3 Nos.iii 32A DP MCB -3 Nos.iv 40A 4P MCB - 6 Nos.

External LightingFeeder Pillar Described as above. Set 1 92000.00 92000.00 MR

TOTAL 0.00 92000.00



DSR Amount(Rs.)

DSR- 2014Item No.


MR Amount(Rs.)

SUB HEAD - V - (CABLES & CABLE TERMINATIONS /EARTHING &MISCELLANEOUS ITEMS)

5.1 LT XLPE CABLESSupply,of following sizes of PVC sheathed LT XLPE armoured,aluminium 1.1KV grade, as required of the following sizes.

a) 4C x 25 sq.mm Metre 100 513.00 51300.00 MR

b) 4Cx 16 sq.mm Metre 25 424.00 10600.00 MR

c) 4C x 10 sq.mm Metre 25 362.00 9050.00 MR

d) 4C x 6 sq.mm Metre 10 311.00 3110.00 MR

e) 3C x 6 sq.mm Metre 10 290.00 2900.00 MR

5.2 Laying of one number PVC insulated and PVC sheathed / XLPE powercable of 1.1 KV grade of following size direct in ground includingexcavation, sand cushioning, protective covering and refilling the trenchetc as required.

a) Upto 35 Sqmm. Metre 100 195.00 19500.00 DSR-7.1.1

5.3 Laying of one number PVC insulated and PVC sheathed / XLPE powercable of 1.1 KV grade of following size in the existing RCC/ HUME/METAL pipe as required.

a) Upto 35 Sqmm. Metre 80 16.00 1280.00 DSR-7.5.1

5.4 Supply and making end termination with brass compression glands forthe following PVC insulated XLPE / PVC sheathed 1.1KV grade cableincluding cost of crimping lugs/ferrules, double compression glands,solder, cable sockets, insulation tap etc complete as required.

ALUMINIUM CONDUCTORa) 4C x 25 sq.mm Each 2 248.00 496.00 DSR-9.1.34

b) 4Cx 16 sq.mm Each 2 245.00 490.00 DSR-9.1.33

c) 4C x 10 sq.mm Each 2 193.00 386.00 DSR-9.1.32

d) 4C x 6 sq.mm Each 2 193.00 386.00 DSR-9.1.32

e) 3C x 6 sq.mm Each 2 193.00 386.00 DSR-9.1.32

5.5 Supply, laying, installation , testing of following sizes of PVC insulatedFRLS single core copper flexible cable on existing cable tray, surface orin existing hume pipe as required.

a) 1C x 10 sq.mm Metre 10 277.00 2770.00 2770.00 MRb) 1C x 16 sq.mm Metre 10 364.00 3640.00 3640.00 MRc) 1C x 25 sq.mm Metre 10 512.00 5120.00 5120.00 MRd) 1C x 35 sq.mm Metre 10 663.00 6630.00 6630.00 MR

5.6 Earthing with G.I. earth plate 600mmx600mmx6mm thick includingaccessories and providing masonry enclosure with cover plate havinglocking arrangement and watering pipe of 2.7m long etc. with charcoal/coke and salt as required. Each 2 4490.00 8980.00 DSR-5.4

5.7 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia includingaccessories, and providing masonry enclosure with cover plate havinglocking arrangement and watering pipe etc. with charcoal/ coke and saltas required. Each RO 3926.00 DSR-5.2

5.8 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe fromearth electrode including connection with G.I. nut, bolt, spring, washerexcavation and re-filling etc. as required.Providing and fixing 25 mm X 5mm G.I. strip on surface or in recess for connections etc. as required.

Metre 50 421.00 21050.00 DSR-5.11

5.9 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess forconnections etc. as required. Metre 20 142.00 2840.00 DSR-5.15

5.10 Providing and fixing 6 SWG dia. G.I. wire on surface or in recess for loopearthing as required. Metre 50 35.00 1750.00 DSR-5.16

TOTAL 75704.00 95120.00



DSR Amount(Rs.)

DSR- 2014Item No.


MR Amount(Rs.)

SUB HEAD-VI ( UPS/INVERTER SYSTEM)6.1 Design, manufacture, supply & assembling, installing in position of

1KVA/ 0.8KW Online UPS (Input - Single phase and Output -singlephase) unit as per specifications. NOS 1 32000.00 32000.00 MR

6.2 Design, manufacture and supplying , Installation fixing of set ofsealed maintenance free Batteries for 1 KVA /0.8 KW UPS for 15Minutes backup as per specifications. The cost of MS closedRack with louvers along with Battery breaker, cable etc to beincluded.

NOS 1 14000.00 14000.00 MR

TOTAL 46000.00

SUB HEAD-VII ( PA SYSTEM)

7.1 Supplying, fixing & installing of following sizes of PVC race ways/trunkingsystem with cover and all accessories required i.e. endcap,internal/external angle,flat angle/junction,clips, suppoting wiringaccessories for mounting modular switch socket, data & telephone etc,complete in all respect as required and as per approved layout/sitecondition. All lighting, power circuits, submain wiring & Low Voltage wiresshall be laid only in suitable size raceways mounted onsurface/ceiling/wall etc.

a) 32 x 12.5 mm Mtr. 50 293.00 14650.00 MRb) 50 x 50 mm Mtr. 150 736.00 110400.00 MRc) 100 x 50 mm Mtr. 50 1356.00 67800.00 MR

7.2 Supply, laying and connecting of 5 pair PVC insulated twisted copperconductor cable of 32/0.16 gauge dia for channel music in the existingPVC Trunking/Raceways as required. RM 50 280.00 14000.00 MR

7.3 Supply, laying and connecting of single pair PVC insulated twisted copperconductor cable of 32/0.16 gauge dia in n the existing PVCTrunking/Raceways as required. RM 200 190.00 38000.00 MR

SUB TOTAL 0.00 244850.00

SUB HEAD-VIII ( TEMPORARY LIGHT, POWER ARRAGEMENT& DISMANTLING OF EXISTING ELECTRICAL WORKS &Design Work)

8.1 Dismantling of wooden racewyas/cable trunking. Removing of wires,cables, switch boards, light and power socket outlets, light fittings, ceilingfan, etc. as required and as per site. LS 1 25000 25000.00 MR

8.2 Supply of all materials, and installing the same i.e. cable, wires, lightfittings, power outlet boxes, etc for making temporary lighting and powerarrangement for machine and tools and also for the site underelectrification as required. LS 1 25000 25000.00 MR

8.3 Design of internal electrical work as per Electricity Rule 1956 , CPWDspecification, NBC 2005 and all governing rules, acts includingpreparartion of autocad drawings, eletrical Layout,Looping/circuitingdetails, Single line diagram, detailed BOQ with estimate, rate analysisspecifications, tender documents and allied drawings, documents etc. asrequired

LS 1 50000 50000.00 MR

SUB TOTAL 0.00 100000.00


ARTICLE REFERANCE

PREVENTIVE CONSERVATION OF HERITAGE STRUCTURE

AT ALIGARH UNIVERSITY: A CASE STUDY

MOHAMMAD FARHAN FAZLI

Asst. Professor, F/O Engineering & Technology, A.M.U, Aligarh

[email protected] , Mob: 09758658599

AHMAD ASHFAQ

Asst. Professor, F/O Engineering & Technology, A.M.U, Aligarh

AATIKA SADIA

Environmental Engineer

mailto:[email protected]

project report on conservation of jama ...project report on conservation of jama masjid located in...

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