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SREE RAMKRISHNA SHILPA VIDYAPITH
12
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Page 1: Project on a MIG housing complex

SREE RAMKRISHNA SHILPA VIDYAPITH

Page 2: Project on a MIG housing complex

225 m

CHILDREN PARK 110m X 70m

OPEN SPACE

PRIMARY SCHOOL

V

NATIONAL HIGHWAY ROAD

O

V

E

R

A

L

L

P

L

A

N

65

0 m

N

COMMUNITY CENTER 40m X 15m

5m FOR DRAIN & VENTILATION

LIBRARY 20m x 15m

SCREENING ARRANGEMENT

OF WASTEWATER

BUILDING ENTRY ROAD OF BRICK PAVEMENT

EXTRA WATER FROM PLOT 'V' MAY

BE DRAINED OUT IN THE LOCAL

DRAINAGE SYSTEM

PLAY GROUND

PLAY GROUND 110m X 70m

COMPOUND WALL ALL ROUND

UNDER GROUND WATER TANK

SEPTIC TANK FOR 100 USERS

RESEIDENTIAL BUILDING UNIT

AUTHORITY'S W.S. LINE

CROSS ROAD

LAND FOR GROWING VEGETABLES

ON CO-OPERATIVE BASIS FOR THE

INHABITANTS OF THE AREA CONCERNED

IT CONSISTS OF

OVERALL PLAN OF A COLONY (650M × 225M)

1) 25 Nos. Residential Building Unit

2)One Primary School Building

3) One Children Park (110m×70m)

4) One Community Hall

5) Two Play Grounds of (110m×70m) & One Play Ground of (220m×70m)

6) One Library Room of (20m×14m)

7) 1 No. Water Tank & 5 nos. Septic tank

Page 3: Project on a MIG housing complex

PLAN VIEW OF RESIDENTIAL BUILDING This is the plan view of Residential Building.

It consists of one Dining, one Kitchen, one Drawing room, one Verandah, two Bed Rooms with attached Bath Rooms & a Common Stair.

Page 4: Project on a MIG housing complex

SHORT SECTIONAL VIEW OF RESIDENTIAL BUILDING

This is the

short sectional

view of the

Residential

Building.

Here we see

the cross

sectional view

along with the

sectional view

of the Stair

Case.

In this view we

see the side

view of the

Building.

Page 5: Project on a MIG housing complex

LONG SECTIONAL VIEW OF RESIDENTIAL BUILDING

This is the long sectional view of the Residential Building.

Here we can see the long sectional view along with the cross sectional view of the

Stair Case, details of foundations, doors & windows position of different unit of

the flat and also the lintel and chajja position.

Page 6: Project on a MIG housing complex

FOUNDATION OF MAIN WALL

The main wall foundation is provided at a depth of 1.1m below ground level & plinth level

is provided at a height of 0.6m above G.L. It comprises a single layer of BFS under

200mm thick PCC and consecutive layers of brick work in descending width on it.

Page 7: Project on a MIG housing complex

PLAN VIEW OF PRIMARY SCHOOL BUILDING

This is the plan view of Primary School Building. It consists of 8 Nos. Class Rooms, an Office Room, an

Indoor Play Room, a Computer Room, a Library Room & a Stair Room.

In the fig. the firm lines indicate the position of Walls & the dotted line indicates the position of Beams.

The intersections of firm lines & dotted lines indicate the positions of Columns.

Page 8: Project on a MIG housing complex

TYPICAL BEAM SECTIONS OF PRIMARY SCHOOL BUILDING

A Typical Beam Section is shown in the fig. The longitudinal section is at the top & the cross sections

are at bottom (one near support & another at the mid span).Here 2 Nos. 12 mm tor Bars at bottom as

main bars & 1 No bar is cranked. Again 2 Nos. 12 mm tor Bars At Top. 2 Legged vertical stirrup is

provided @ 125 mm c/c. width & depth of the beam are 250 mm & 400 mm respectively.

Page 9: Project on a MIG housing complex

COLUMN & COLUMN FOOTING OF PRIMARY

SCHOOL BUILDING

The Columns &

Foundations of the

Primary School

Building are designed

for three storied

structure, i.e.

provision for future

extension.

A Typical Column

section of Footing

Area 2.9m×2.9m is

shown in the fig. 28

mm tor bars are

used @ 125 mm c/c in

both ways & 8 mm tor

lateral bars are

used @ 250 mm c/c.

Page 10: Project on a MIG housing complex

DETAILED SECTIONS OF SEPTIC TANK

Here the

Longitudinal

Section & Plan

of the Septic

Tank is shown.

Size of the

Septic Tank is

5.75 m×1.9

m×2 m.

13 cm thick

Baffle Wall &

50 cm

free board is

provided.

Page 11: Project on a MIG housing complex

TYPICAL ROAD SECTION OF MAIN TRUNK ROAD

This is the Typical Road section of Main Trunk Road of 10m width. Here

100 mm thick brick edging is made on both sides. On the road surface

150 mm thick Jhama Brick work is made over 2 layer of BFS, then 100

mm thick stone metalling done & at the end 25 mm thick premix carpet

is used.

Page 12: Project on a MIG housing complex

SL.NO. PARTICULARS Qty. RATE AMOUNT

(Rs)

PERCENTAGE

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

Cost of land development with carried sand and

earth including watering and consolidation.

(650×225×0.6) m3.

Cost of boundary wall. 2(650×225)

Cost of residential building

Cost of Auditorium. .

Cost of primary school:-

(a) Ground floor.

(b) First floor.

Total cost of building.

Cost of pipe water supplying by boring deep

tube well and by providing over head tank for

the individual flat / building.

Cost of plumbing including water supply fittings

inside the building.

Cost of sanitary fittings including the cost of

septic tank, soak pit, drains etc.

Cost of constructions of roads:-

(a) Main trunk road (5 m wide).

(b) Cross road (3 m wide).

(c) Pavement (1 m wide).

Cost of electrification.

(1st class with C.T.S wire).

Cost of play ground

OVERALL COST = = =

Contingencies – 4% of over all cost.

Work charged establishment 10% of over all

cost.

GRAND TOTAL = = =

87750 m3.

1750 m.

25 nos.

299 m2.

406.52 m2.

406.52 m2.

L.S

L.S

L.S

1586 m.

1155 m.

150 m.

L.S

L.S

@ 106/-/cu-m.

@3070.70/-/

cu-m.

4476725.17/-/

nos.

@ 5840/-/m2.

@ 5840/-/ m2

@ 5840/-/ m2

As per P.H.E.

department for 500

nos.

5% of the total cost of

the building.

8% of the total cost of

the building.

4859.75/-/m.

2980.74/-/m.

958.01/-/m.

12%of the total cost of

the building.

9301500.00

5373725.00

111910629.30

1746160.00

2374076.00

2374076.00

1250000.00

5595531.46

8952850.34

7707563.50

3442754.70

143701.50

13429275.50

780000.00

174381844.90

6975273.78

17438184.49

198795303.20

5.33

3.08

64.175

1.001

2.72

0.176

3.208

5.13

6.47

7.70

0.447

PROJECT REPORT