Description Descritpion

A. Sub-Structure 2. Conceret work

1. Earthwork 2.1 lean concrete
1.1 Site clearing work a) under footing pad
7.6 L=6.7+0.9=7.6 m 4 0.9 L=0.9 m
5.2 w=4.3+0.9=5.2 m 0.9 w=0.9 m
39.52 m2 total site clearing 3.24 m2 total lean concerte
b) under masonary wall
1.2 pit excavation B/n Axis 1 and 2
4 1.4 L=w=0.9+2*0.25=1.4 m 2 5.8
1.4 0.4
2 h=1.7+0.25+0.05 = 2 m 4.64 m2 on Axis 1 and 2
7.84 m3 total pit excavation B/n Axis A and B
1.3 Trench excavation 2 3.4
B/n Axis 1 and 2 0.4
2 5.8 L=6.7-0.9=5.8 m 2.72 m2 under Axis A and B
0.4 w=0.4 m 7.36 m2 total lean concerte
1 h=1 m 2.2 C-25 concerte in footing
4.64 m3 total b/n axis 1 and 2 4 0.9
B/n Axis A and B 0.9
2 3.4 L=4.3-0.9 0.25
0.4 w=0.4 m 0.81 m3 in footing
1 h=1m 4 0.2
2.72 m3 total b/n axis A and B 0.2
7.36 m3 total trench excavation 1.7
1.4 backfill 0.27 m3 in foundation column
7.84 pit excavation 1.08 m3 total C25 conceret
7.36 Trench excavation 2.3 C-25 concerte in Grade beam
0.162 Ddt. lean concerte 22.4 L=2/6.9+2/4.5-2*0.2=22.4 m
1.082 Ddt. In Footing 0.2 w=0.2 m
13.96 m3 Total 0.4 d=0.4 m
1.5 hardcore 1.79 m3 total
2.4 C-25 concerte in Ground
6.5 L=6.5 m Floor slab
4.1 w=4.1 m 27 Refer 1.5
26.65 m2 total hardcore 2.5 Formwaork
1.6 Cartaway a. Footing pad
9.88 site clearing 4 3.6 L=4/0.9=3.6 m
7.84 pit excavation 0.25 h=0.25 m
7.36 Trench excavation 3.6 m2 total
25.08 Gross total
13.96 Ddt. backfill 0.8
11.12 m3 Cartaway
 Description Description
b. Foundation column
4 0.8 L=4/0.2=0.8 m
1.7
5.44 m2 total
C. Grade beam
external
Lext=2/6.9+2/4.5=22.8 m
Lint=2/6.5+2/4.1=21.2 m
44 L total=22.8+21.2=44 m
0.4
17.6 m2 total
3. Masonary work
22 L =2/6.9+2/4.5-2*0.4=22 m
0.4 w=0.4 m
0.95 h=0.95 m
8.36 Gross volume
Ddt. For column
4 0.2 l=w=0.2 m
0.2 h=0.95 m
0.95
0.152 Ddt. For column
8.208 m3 total masonary work
 Description
B. Super-structure 1.4 Formwork
1. Concerte work a) column
1.1 Elevation column 4 0.8
4 0.2 L=w=0.2 m 3.15
0.2 h=3.15 m 10 m2 Total
3.15 B) Top tie Beam
0.504 m3 Total Lext=2/6.9+2/4.5= 22.8
1.2 Top Tie beam Lint=2/6.5+2/3.9 = 20.8
21.6 L=2/6.7+2/4.3-2*0.2=21.6 m Lbot=6.5+2/3.9= 20.8
0.2 w=0.2 43.6 L total(ext+int)=22.8+20.8=43.6 m
0.25 d=0.25 0.25
1.08 m3 Total 10.9 m2 total external and internal
1.3 lintel Beam 20.8
over Door 0.2
D1 (1*2.3) 4.16 m2 on bottom side
2 1.4 L=1+2*0.2=1.4 m 15 m2 total on top tie beam
0.2 w=0.2 m C) lintel beam
0.2 D=0.2 m D1
0.112 m3 total over D1 4 1.4 L= 1.4
D2 (0.7*2.1) 0.2 h=0.2 m
1.1 L=0.7+2*0.2=1.1 m 1.12 m2 on sides
0.2 w=0.2m on bottom
0.2 D=0.2 m 2 1 L=1 m
0.044 m3 Total over D2 0.2 w=0.2 m
0.4 m2 on bottom side
over window D2
W1(2.44*1.6) 2 1.1 L=1.1 m
2.84 L=2.44+2*0.2=2.84 m 0.2 h=0.2 m
0.2 w=0.2 m 0.44 m2 on sides
0.2 D=0.2 m on bottom
0.114 m3 over W1 0.7 L= 0.7 m
W2 0.2 h=0.2m
0.99 L=0.59+2*0.2=0.99 m 0.14
0.2 w=0.2 m W1
0.2 D= 0.2 m on sides
0.04 2 2.84 L=2.84 m
0.309 m3 Total volume of lintel 0.2 h=0.2 m
1.14 m2 on sides
 Description Description
on bottom A1
2 2.44 L=2.44 m 1 1.4 h=5-3.6=1.4
0.2 h=0.2 m 6.9 w=6.9 m
0.976 m2 on bottom 9.66 m2
W2 A2
on sides 2 6.9 L=6.9 m
2 0.99 L=0.99 m 0.2 h=3.6-3.4=0.2 m
0.2 w= 0.2 m 2.76
0.396 m2 on sides 12 Total Area of 10 cm HCB
on bottom 3. Roof work
3.1 Roof cover( by horizontal
0.59 L=0.59 m projection)
0.2 w= 0.2 m 8.1 L=2/3.45+2/0.6=8.1 m
0.118 m2 on bottom 4.5 w=4.5 m
4.726 m2 Total lintel formwork 36 m2 total area
2. Masonary Work 3.2 Gutter
2.1) 20 cm HCB 2 4.5
21.2 L=2/6.5+2/4.1= 9 m total length of gutter
3.15 h=3.15 m 3.3 Downpipe
66.78 m2 Gross Area 4 3.4 h=3.4 m
D1 13.6 m downpipe
2 1 L=1 m 3.4 ) Ridge cover
2.3 h=2.3 m 4.5 m total length
4.6 Ddt. For D1 4. Finishing and Tiling work
W1 4.1 Internal plaster to wall
2.44 L=2.44 m
L=2/6.5+2/4.1+1.8+(1.8-
1.6 h=1.6 m 95 0.15)+2/35+0.15-0.15
3.904 Ddt. For W1 3.4
W2 322 m2 total plaster
4.2 External plaster to beam
plas 0.59 L=0.59 m and column
0.6 h=0.6 m top tie beam
0.354 Ddt. For W2 2 10.6 L=4.1m+6.5 m
57.92 m2 Net area of 20 cm HCB 0.25 h=0.25 m
2.2 ) 15 cm HCB 5.3 m2 on beam TB
2 L=1.8+(23+59+23-70)/100-0.15=2 Grade beam
3.4 h=3.4 m 2 10.6
6.8 m2 Total 15 Cm HCB 0.4
2.3) 10 cm HCB 8.48 m2 on GB
Triangle-A1 8 0.2 column
Rectangle -A2 3.13
5 m2 on column
 Description Description
m2 total plaster to beam and
18.79 column d. Skirting
4.3 Rendering to External wall 95 m skirting ( refer 4.1)
total area E. coping to parapet
21.2 L=2/6.5+2/4.1=21.2 m h'=5-3.6=1.4 m
3.15 h=3.15 m w=6.9/2=3.5 m
66.78 Gross Area =( 1.4 ^2+
Door 4 3.77 3.5 m skerting
^2 ) =3.8
2 L=1+1= 2m 15 m coping to parapet
2.3 h=2.3 m 5. Metal Work
4.6 Ddt. For door 2 100 *230 cm Door
window 1 244*160 cm window
2.44 L=2.44 m 1 59*60 cm window
1.6 h=2.4-0.8=1.6 m 6. Carpentary and joinery
3.904 Ddt. For window 6.1 Door and window
0.39 L=0.59 m 1 70*210 cm door
0.6 h=0.6 m 6.2 Truss
0.234 Ddt. For window number of truss=6.9/0.12+1=7
58.04 m2 total below top tie a. Horizontal members
12.42 m2 Above top tie 7 5.2
4.4 painting 36.4 m horizontal members
321.8 To internal wall b. Rafter
18.79 To beam and column l1
1.4 l2
70.46 To rendered wall
x
to ceiling
6.5 L=6.5 m from triangle similarity
4.1 w=4.1 m /0.6=1.4/2.25
26.65 Gross Area
partiton x=0.37 m
2.05 L=1.8 m+0.35=2.05 m 1=( 1.4 ^2+
0.15 0.37
2.25 ^2 )=2.65 m
2=( ^2+
0.308 Ddt. For partition 0.6 ^2 )=0.7 m
26.34 m2 To ceiling 14 3.35 L total=l1+l2=2.65+0.7=3.35 m
4.6 Tiling work 46.9 m total
a. Pvc Floor tiles C. Vertical members
26.34 total area (see 4.4)
b. window sill a b c d
L=2.44 m+0.594*(0.025)
3.13 m window sill /2.07=1.4/2.2
c. Door sill 5
L=2*1+0.7+3*0.025 a=1.29 m
2.775 m door sill
 2.44
common difference=1.4-1.29=0.11m 1.6
b=1.29-0.11=1.18 m 3.9
c=1.18-0.11=1.07 m 7.66 m2 Total glazing Area
d=1.07-0.11=0.96 m

Ltotal=1.4+2*(1.29+1.18+1.07+0.
96)=10.40 m
7 10.4
72.8 m total vertical members
d. Diagonal member

p
Q R S

P=( 1.29 ^2+ 0.

69
Q=( ^2 1.18 m^2+ 0.
)=1.46
69 ^2 )=1.37 m
R=( 1.07 ^2+ 0.
69 ^2 )=1.27 m
S=( 0.96 ^2+ 0.6
9 ^2 )=1.18 m
7 10.56 Ltotal=2*(1.46+1.37+1.27+1.18)=10.56 m
73.92 m total length
e. Purlin
L=3.35 m
# of purlin=3.35/0.9+1=5
Lenth of purlin=4.5 m
2 22.5 Lt=5*4.5=22.5 m
45 m total length
f. fasial board
2 4.5
9 m total length
g. chipwood ceiling
26.34 see 4.4
7. Glazing
doors
2 1
1.7
3.4 m2 to doors
window
0.59
0.6
0.354 m2 to window