Project on a MIG housing complex

1. SREE RAMKRISHNA SHILPA VIDYAPITH

2. 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
650m
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

3. 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.

4. 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.

5. 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.

6. 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.

7. 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.

8. 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.

9. 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.

10. 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.

11. 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.

12. 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