Fig.
shows a plan and section of a small house. Workout the quantities of the
following items and enter them on standard measurement form, with full
description of the item.
Excavation
for foundation in Murum.
Foundation
bed concrete, P.C.C. (1:4:8)
U.C.R.
masonry in foundation.
II
class B.B. masonry in plinth and super structure in CM (1:6).
Sr. no.
|
Description of item
|
No.
|
L in m
|
B in m
|
D in m
|
Qty
M3
|
Total qty.
|
1.
|
Excavation for foundation in
ordinary murum including lift upto 1.5 m (5’) and lead upto 50 m including
dewatering and backfilling of trenches etc.-complete.
Long walls
Short walls
|
2
3
|
6.9
3.5
|
0.8m
0.8m
|
0.7
0.7
|
M3
7.728
5.88
|
13.608 M3
|
2.
|
Providing and laying plain
cement concrete (PCC 1:4:8) for foundation in layers with necessary ramming
and curing complete.
Long walls
Short walls
|
2
3
|
6.9
3.5
|
0.80
0.80
|
0.20
0.20
|
M3
2.208
1.680
|
3.88 M3
|
3.
|
Providing and laying
uncoursed rubble masonry in foundation in C.M. (1:6) with joint thickness not
exceeding 13 mm joints properly filled with raking of joints on exposed faces
and striking of joints on unexposed faces with necessary curing etc.
complete.
Long walls
Short walls
|
2
3
|
6.6
3.8
|
0.5
0.5
|
0.45
0.45
|
2.97
2.56
|
5.33 M3
|
4.
a.
|
Providing and laying II class
B.B. masonry in plinth and superstructure in C.M. (1:6) with joint thickness
not exceeding 10 mm. uniform bedding and joint thickness with raking of
joints on exposed faces and striking of joints on unexposed surfaces with
necessary curing etc. complete in plinth
Long walls
Short walls
Long walls
Short walls
|
2
3
2
3
|
6.5
3.9
6.4
4.0
|
0.4
0.4
0.3
0.3
|
0.5
0.5
0.5
0.5
|
2.6
2.34
0.192
0.18
|
5.31 M3
|
b.
|
In superstructure
Longwalls
Short walls
Deductions
Doors – D1
Doors – D2
Windows - W
Ventilator – V
Deductions for
Lintels:
D1 (20cm bearing on each side
Height = 20cms)
D2 assumed
W
V
|
2
3
1
2
4
1
1
2
4
1
|
6.4
4.0
1
0.9
0.9
0.6
1.4
1.3
1.3
1.0
|
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
|
3.2
3.2
2.5
2.0
1.5
0.4
0.2
0.2
0.2
0.2
|
12.28
11.52
+23.8
-0.75
-1.08
-1.62
-0.07
-3.52
-.084
-.156
-.312
-.06
-.612
|
19.67 M3
|
 U.C.R. masonry in foundation. II class B.B. masonry in plinth and super structure in CM (1:6).){kind=link}