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WorksheetsD32 MASTER THE DAY
Total questions: 137
Worksheet time: 2hrs 17mins
Name
Class
Date
1.
The measuring unit for site clearance
a)
m²
b)
m³
c)
each
d)
hectare
2.
What is the labour required for 100 m² site clearance?
a)
0.5 men
b)
1 man
c)
2 men
d)
1.5 men
3.
Felling trees is measured in:
a)
Each
b)
m²
c)
m³
d)
cm
4.
Girth of a tree is taken at a height of:
a)
1 m
b)
0.5 m
c)
1.5 m
d)
2 m
5.
Payment for earthwork excavation is made per:
a)
1 m³
b)
10 m³
c)
100 m³
d)
m²
6.
Initial lead for excavation is:
a)
50 m
b)
30 m
c)
100 m
d)
60 m
7.
Initial lift for excavation is:
a)
1.5 m
b)
2.0 m
c)
1.0 m
d)
0.5 m
8.
Lift is defined as:
a)
Vertical distance
b)
Horizontal distance
c)
Area of excavation
d)
Volume of earth
9.
Lead in earthwork refers to:
a)
Horizontal distance
b)
Vertical distance
c)
Depth of trench
d)
Volume of soil
10.
For open well > 3.5 m diameter, the additional lift is:
a)
10%
b)
15%
c)
20%
d)
25%
11.
For open well of 2.5 m diameter, the additional lift is:
a)
10%
b)
25%
c)
20%
d)
15%
12.
Cement required for 1 m³ of 1:3:6 PCC is:
a)
171 kg
b)
228 kg
c)
137 kg
d)
330 kg
13.
Volume of coarse aggregate in 1 m³ of 1:3:6 PCC is:
a)
0.95 m³
b)
0.90 m³
c)
0.85 m³
d)
1.00 m³
14.
Weight of cement for 1 m³ RCC (1:1.5:3) is:
a)
432 kg
b)
330 kg
c)
228 kg
d)
171 kg
15.
Coarse aggregate in 1 m³ RCC (1:2:4) is:
a)
0.88 m³
b)
0.90 m³
c)
0.95 m³
d)
0.85 m³
16.
Number of modular bricks in 1 m³ brickwork:
a)
500
b)
450
c)
550
d)
600
17.
Cement in 1 m³ brickwork in 1:5 mix is:
a)
57.6 kg
b)
72 kg
c)
48 kg
d)
66 kg
18.
No. of laterite stones in 1 m³ masonry:
a)
60
b)
50
c)
55
d)
70
19.
Painting coefficient for flush door per side is:
a)
1.2
b)
1.3
c)
1.1
d)
0.8
20.
Standard width of semi-corrugated sheet as per IS 459 is:
a)
1.10 m
b)
1.05 m
c)
1.00 m
d)
1.15 m
21.
Cement required for 1 m³ of 1:2:4 concrete mix is:
a)
432 kg
b)
171 kg
c)
330 kg
d)
228 kg
22.
Dry volume of material required for 1 m³ wet concrete is approximately:
a)
1.60 m³
b)
1.45 m³
c)
1.52 m³
d)
1.75 m³
23.
Cement required for 1 m³ of brickwork with 1:6 mortar is:
a)
66 kg
b)
72 kg
c)
48 kg
d)
57.6 kg
24.
Volume of fine aggregate in 1 m³ of 1:6 brickwork is:
a)
0.3 m³
b)
0.16 m³
c)
0.2 m³
d)
0.18 m³
25.
Painting coefficient for corrugated steel per side is:
a)
1.2
b)
1.10
c)
1.3
d)
1.14
26.
Painting coefficient for panelled door (each side) is:
a)
1.0
b)
1.3
c)
1.2
d)
0.8
27.
Painting coefficient for grill/trellis is:
a)
1.3
b)
1.5
c)
1.0
d)
2
28.
Thickness of standard plastering is
a)
15 mm
b)
10 mm
c)
12 mm
d)
8 mm
29.
Fine aggregate for 10 m² of 12 mm plastering is:
a)
0.15 m³
b)
0.10 m³
c)
0.12 m³
d)
0.20 m³
30.
Cement required for 10 m² plastering with 1:4 mix is:
a)
48 kg
b)
72 kg
c)
66 kg
d)
54 kg
31.
For plastering openings > 3 m², deduction is made on:
a)
One side only
b)
One side + lintel
c)
Both sides + jambs + sill
d)
No deduction
32.
No deduction in plastering is made for openings less than:
a)
0.5 m²
b)
3 m²
c)
0.25 m²
d)
1 m²
33.
Standard deduction rule for openings between 0.5–3 m²:
a)
Add 50%
b)
None
c)
One side only
d)
Both sides
34.
Minimum end lap for AC sheet roofing is:
a)
10 cm
b)
20 cm
c)
25 cm
d)
15 cm
35.
Minimum side lap for AC sheet roofing is:
a)
10 cm
b)
5 cm
c)
6 cm
d)
4 cm
36.
Slope for AC sheet roofing should not be steeper than:
a)
1 in 3
b)
1 in 7
c)
1 in 6
d)
1 in 5
37.
Area of AC sheet needed to cover 10 m² roof (with overlap) is:
a)
12 m²
b)
10.5 m²
c)
10 m²
d)
11.5 m²
38.
Number of Mangalore tiles (340 mm) for 10 m² is:
a)
145
b)
150
c)
160
d)
165
39.
Standard width of fully corrugated AC sheet (IS 459) is:
a)
1.10 m
b)
1.00 m
c)
1.05 m
d)
1.15 m
40.
Cement required for 1 m³ of stone masonry in 1:4 mix is:
a)
72 kg
b)
66 kg
c)
48 kg
d)
108 kg
41.
Fine aggregate for 1 m³ of stone masonry is:
a)
0.25 m³
b)
0.30 m³
c)
0.18 m³
d)
0.20 m³
42.
DPC is measured in:
a)
m²
b)
10 m³
c)
10 m²
d)
m³
43.
For RCC works, deduction is not made for beam areas less than:
a)
0.2 m²
b)
0.5 m²
c)
0.1 m²
d)
0.05 m²
44.
Wall plates having depth < 10 cm are:
a)
Deducted once
b)
Not deducted
c)
Deducted both sides
d)
Ignored
45.
Bearings for floors and slabs are:
a)
Not deducted
b)
Added
c)
Deducted on one side
d)
Deducted
46.
Payment for PCC is made per:
a)
m²
b)
m³
c)
10 dm³
d)
10 m³
47.
Painting coefficient for glazed steel door per side is:
a)
0.8
b)
1.0
c)
0.5
d)
1.2
48.
Painting coefficient for partly panelled door per side is:
a)
0.8
b)
1.2
c)
1.0
d)
1.3
49.
Weight of cement per m³ of 1:1.5:3 mix is:
a)
228 kg
b)
137 kg
c)
330 kg
d)
432 kg
50.
Unit of plastering for walls is measured per:
a)
100 m²
b)
m²
c)
10 m²
d)
m³
51.
Plastering of 10 m² area in 1:3 mix requires cement of:
a)
60 kg
b)
54 kg
c)
66 kg
d)
48 kg
52.
Modular bricks required per m³ of brick masonry:
a)
550
b)
450
c)
400
d)
500
53.
Volume of coarse aggregate in RCC 1:1.5:3 is:
a)
0.90 m³
b)
0.85 m³
c)
0.95 m³
d)
1.00 m³
54.
Standard deduction for 0.5–3 m² openings in plastering is:
a)
One side only
b)
No deduction
c)
Both sides
d)
Half deduction
55.
How many laterite stones per m³ of masonry?
a)
50
b)
70
c)
55
d)
60
56.
Cement content for 1:4 laterite masonry per m³:
a)
57.6 kg
b)
66 kg
c)
72 kg
d)
48 kg
57.
Painting coefficient for flush shutter per side is:
a)
1.0
b)
1.2
c)
1.3
d)
0.8
58.
What is the size of laterite stone?
a)
45×20×15 cm
b)
50×30×14 cm
c)
44×24×14 cm
d)
40×25×14 cm
59.
Dry volume of mortar in 1 m³ brickwork:
a)
0.3 m³
b)
0.1 m³
c)
0.2 m³
d)
0.25 m³
60.
Wet volume of concrete for 100 m² of 2.5 cm DPC:
a)
3.58 m³
b)
2.5 m³
c)
4 m³
d)
3.2 m³
61.
Steel bar unit wt for 6 mm diameter bar is:
a)
0.66 kg/m
b)
0.22 kg/m
c)
0.88 kg/m
d)
0.44 kg/m
62.
Felling girth measurement is taken at:
a)
1.0 m above ground
b)
ground level
c)
2.0 m
d)
0.5 m
63.
For RCC 1:2:4 mix, the cement required per m³ is:
a)
330 kg
b)
432 kg
c)
360 kg
d)
300 kg
64.
Plastering 100 m² wall, 12 mm thick, 1:4 mix uses how much cement?
a)
540 kg
b)
720 kg
c)
600 kg
d)
660 kg
65.
Fine aggregate for 100 m² of 12 mm thick plastering in 1:4 is:
a)
1.5 m³
b)
2.0 m³
c)
1.2 m³
d)
1.8 m³
66.
Cement required for 10 m² of 20 mm thick plastering (1:3) is:
a)
66 kg
b)
72 kg
c)
60 kg
d)
84 kg
67.
Minimum slope for Mangalore tile roof is:
a)
26°
b)
30°
c)
22°
d)
16°
68.
Standard thickness of DPC is:
a)
2.5 cm
b)
5 cm
c)
4 cm
d)
3 cm
69.
Plastering is not deducted for openings smaller than:
a)
0.5 m²
b)
0.25 m²
c)
0.75 m²
d)
1.0 m²
70.
Modular brick size in mm is:
a)
190×90×90
b)
200×100×100
c)
190×90×100
d)
200×100×90
71.
Dry mortar volume factor used in brickwork is:
a)
1.3
b)
1.2
c)
1.25
d)
1.4
72.
Number of AC corrugations per sheet is:
a)
10
b)
9
c)
8
d)
11
73.
Side lap in Mangalore tile roofing is:
a)
7.5 cm
b)
5 cm
c)
10 cm
d)
4 cm
74.
Cement in 1 m³ of 1:5 cement mortar is:
a)
66 kg
b)
57.6 kg
c)
72 kg
d)
60 kg
75.
Cement content in 1 m³ of 1:1.5:3 mix is:
a)
432 kg
b)
330 kg
c)
360 kg
d)
400 kg
76.
For 100 m² plastering in 1:6 mix, cement needed is:
a)
480 kg
b)
600 kg
c)
540 kg
d)
660 kg
77.
Coarse aggregate in 1 m³ of 1:2:4 concrete is:
a)
0.88 m³
b)
0.90 m³
c)
0.92 m³
d)
0.85 m³
78.
For panelled & glazed door, painting coefficient per side is:
a)
1.0
b)
0.8
c)
1.2
d)
1.3
79.
Dismantling of old plaster is measured in:
a)
m²
b)
m³
c)
cm
d)
Each
80.
No. of bricks per m² in 20 cm thick wall (standard brick):
a)
100
b)
125
c)
150
d)
90
81.
Roof painting (iron truss) is taken as:
a)
2 coats
b)
1 coat
c)
3 coats
d)
Not painted
82.
Unit for cement concrete flooring is:
a)
m²
b)
m³
c)
m
d)
10 m²
83.
Volume of mortar in 1 m³ of laterite masonry is:
a)
0.24 m³
b)
0.20 m³
c)
0.18 m³
d)
0.16 m³
84.
Standard thickness for PCC flooring:
a)
10 cm
b)
6 cm
c)
7.5 cm
d)
5 cm
85.
How much cement is required for 10 m² plastering in 1:4 mix with 12 mm thickness?
a)
54 kg
b)
48 kg
c)
66 kg
d)
72 kg
86.
Wet volume of plastering for 100 m², 20 mm thick:
a)
1.5 m³
b)
2.2 m³
c)
1.8 m³
d)
2.0 m³
87.
Deduction in plastering for 0.75 m² opening is:
a)
Full deduction
b)
One side
c)
Both sides
d)
No deduction
88.
Unit of measurement for dismantling cement concrete:
a)
Running meter
b)
m³
c)
Each
d)
m²
89.
Minimum clear cover for RCC beam:
a)
25 mm
b)
30 mm
c)
20 mm
d)
40 mm
90.
Painting coefficient for iron railing is:
a)
1.2
b)
1.5
c)
2.0
d)
1.0
91.
Thickness of a flush door is:
a)
40 mm
b)
35 mm
c)
25 mm
d)
30 mm
92.
Calculate the volume of mortar required for 1 m³ of brickwork if mortar ratio is 1:6 (30% of total volume).
a)
0.18 m³
b)
0.25 m³
c)
0.20 m³
d)
0.30 m³
93.
Formwork unit is expressed in:
a)
m²
b)
Running m
c)
Each
d)
m³
94.
Lead in earthwork is considered up to:
a)
60 m
b)
30 m
c)
50 m
d)
100 m
95.
Unit of measurement for steel reinforcement in RCC is:
a)
kg
b)
each
c)
ton
d)
m²
96.
Volume of coarse aggregate in 1 m³ of 1:3:6 PCC:
a)
0.85 m³
b)
0.95 m³
c)
0.90 m³
d)
1.0 m³
97.
Modular brickwork thickness is generally:
a)
20 cm
b)
18 cm
c)
23 cm
d)
22.5 cm
98.
For wall plates < 10 cm depth, deduction in RCC is:
a)
Made full
b)
Not made
c)
Made twice
d)
Made half
99.
Minimum slope for tiled roof is:
a)
30°
b)
26°
c)
18°
d)
22°
100.
Unit for painting work is:
a)
m³
b)
m²
c)
each
d)
m
101.
Standard concrete mix for flooring work is:
a)
1:2:4
b)
1:4:8
c)
1:3:6
d)
1:1.5:3
102.
Unit for earthwork excavation in trenches:
a)
m³
b)
cm
c)
m
d)
m²
103.
Volume of wet concrete in 100 m², 7.5 cm thick slab:
a)
6.5 m³
b)
5 m³
c)
10 m³
d)
7.5 m³
104.
Minimum thickness of cement concrete flooring layer:
a)
3 cm
b)
5 cm
c)
4 cm
d)
2.5 cm
105.
DPC thickness for residential buildings is usually:
a)
1.5 cm
b)
3.5 cm
c)
5 cm
d)
2.5 cm
106.
Standard size of laterite stone is:
a)
45×25×15 cm
b)
40×20×10 cm
c)
46×23×13 cm
d)
44×24×14 cm
107.
For felling trees, girth is taken at:
a)
1.0 m
b)
0.5 m
c)
2.0 m
d)
1.5 m
108.
Measurement unit for dismantling floor tiles is:
a)
m
b)
m³
c)
each
d)
m²
109.
Weight of 16 mm steel bar per meter length:
a)
1.22 kg
b)
2.0 kg
c)
1.8 kg
d)
1.58 kg
110.
Length of standard steel bar used on site:
a)
12 m
b)
8 m
c)
6 m
d)
10 m
111.
Deduction in plastering for 0.4 m² window is:
a)
Not made
b)
Partial
c)
One side only
d)
Both sides
112.
End lap for AC sheet roofing is:
a)
15 cm
b)
20 cm
c)
25 cm
d)
10 cm
113.
Unit of painting corrugated GI sheets:
a)
each
b)
m
c)
m²
d)
ton
114.
Slope for tile roofing is given in:
a)
percentage
b)
mm/m
c)
ratio
d)
degrees
115.
Unit for bar bending work is:
a)
Running meter
b)
kg
c)
Each
d)
m²
116.
Unit of measurement for earth filling is:
a)
ton
b)
m²
c)
m³
d)
m
117.
Cement required for 1 m³ of CM 1:5 is:
a)
200 kg
b)
228 kg
c)
172.8 kg
d)
144 kg
118.
Concrete mix commonly used for footings:
a)
1:1.5:3
b)
1:2:4
c)
1:4:8
d)
1:3:6
119.
Unit of measurement for steel shuttering is:
a)
ton
b)
each
c)
m²
d)
m³
120.
Correct painting coefficient for solid core flush door:
a)
1.0
b)
1.3
c)
1.1
d)
1.2
121.
Weight of 8 mm steel bar per meter:
a)
0.52 kg
b)
0.39 kg
c)
0.66 kg
d)
0.44 kg
122.
Plastering thickness usually adopted in buildings:
a)
10 mm
b)
8 mm
c)
15 mm
d)
12 mm
123.
Standard unit of masonry in superstructure:
a)
m³
b)
each
c)
m
d)
m²
124.
Steel reinforcement for 1 m³ of RCC (avg):
a)
150–200 kg
b)
60–70 kg
c)
30–40 kg
d)
80–100 kg
125.
Formwork is removed from sides of beam after:
a)
10 days
b)
7 days
c)
2 days
d)
3 days
126.
Concrete mix used for roof slabs is:
a)
1:3:6
b)
1:4:8
c)
1:1.5:3
d)
1:2:4
127.
Find the dry volume of 10 m² plastering 20 mm thick.
a)
0.26 m³
b)
0.20 m³
c)
0.30 m³
d)
0.18 m³
128.
Calculate the volume of mortar in 1 m³ of brick masonry.
a)
0.3 m³
b)
0.25 m³
c)
0.20 m³
d)
0.35 m³
129.
Cement required for 1 m³ of 1:4 cement mortar (use dry volume = 1.3 m³).
a)
228 kg
b)
330 kg
c)
250 kg
d)
200 kg
130.
Calculate the number of bricks in 1 m³ of brick masonry using modular bricks.
a)
500
b)
450
c)
550
d)
520
131.
Cement content for 1 m³ of 1:6 cement mortar mix.
a)
172.8 kg
b)
200 kg
c)
144 kg
d)
180 kg
132.
Volume of coarse aggregate in 1 m³ of RCC 1:2:4.
a)
0.88 m³
b)
0.90 m³
c)
0.85 m³
d)
0.92 m³
133.
Cement bags needed for 1 m³ of 1:3 cement mortar.
a)
4.56 bags
b)
5.5 bags
c)
6.6 bags
d)
7.2 bags
134.
Determine cement required for 10 m² of 20 mm thick plastering (1:4).
a)
84 kg
b)
72 kg
c)
66 kg
d)
60 kg
135.
Cement needed for 100 m² of plastering (20 mm, 1:6):
a)
960 kg
b)
1020 kg
c)
840 kg
d)
720 kg
136.
Determine the wet volume for 100 m² slab of 10 cm thickness.
a)
10 m³
b)
8 m³
c)
12 m³
d)
9.5 m³
137.
How many bricks in 10 m² of 20 cm thick wall?
a)
1250
b)
1000
c)
1300
d)
1200
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