Labour Requirement For Various Building Works 2o21r
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LABOUR REQUIREMENT FOR VARIOUS BUILDING WORKS: The table below shows the recommended labour requirement for various civil engineering/building/construction works:
S.No. 1)
2)
3)
4)
Description of work
Unit
Labour
Excavation over areas (hard/dense soil),depth up to 1.5m and removal (up to one meter from edge) Excavation in trenches (soft/ loose soil),for foundations not exceeding 1.5m in width and for shafts, wells, cesspits and the like, not exceeding 10m3 and on plan, depth up to 1.5m and removal(up to one meter away from edge) Returning, filling and ramming of excavated earth in layers not exceeding 20 cm in depth, watering, well ramming and leveling, lead up to 50m Concrete :
M3
Mate
Recommended constant in days. 0.06
M3
Labour Mate
0.62 0.05
_ _
Labour
0.50
_
Mate
0.02
_
Labour
0.25
_
Bhisti Labour
0.02 0.50
_ _
Bhisti
0.10
_
Mixer operator
0.07
_
M3
M
3
Mixing by machine (mixer) at banker, cement concrete (with 20mm graded coarse aggregate)
5)
Mixer mixed cement concrete
M3
Remarks _
0.07
_
Mixer mason
0.10
_
Labour
1.63
_
bhisti
0.70
_
mixer operator
0.07
_
0.07
_
0.07
_
0.17
The constants for items
mixer
6)
Reinforced cement concrete in situ in foundations, footings, bases for
M3
vibrator mason
columns, etc excluding form work and reinforcement
Labour
2.00
bhisti
0.90
mixer operator
0.07 0.07
mixer
include mixing, pouring, consolidating and curing. This does not include fair finish.
0.07 7)
Reinforced cement concrete in situ in suspended floors/roofs excluding form work, and reinforcement.
M
3
vibrator mason
0.24
_
Labour
2.50
_
bhisti
0.90
_
mixer operator
0.07
_
0.07
_
0.07
_
vibrator Labour
0.75
Bhisti
0.07
mason
0.94
Labour
1.80
Labour required will be approximately same for different mix proportions. The constants include labour involved in scaffolding.
bhisti mason
0.20 0.25
Labour
0.40
bhisti
0.10
mixer
8)
Mortars :
M
3
Mixing by hand, cement mortar of any mix/proportions
9)
Brick work (straight walls) :
M3
Brick work in walls exceeding one brick thick, in cement / lime mortar 10)
11)
Brick work in walls, one brick thick, in cement/lime mortar
M
2
Formwork :
M3
Carpenter
0.25
The constants could be adopted for brick work with any mix or mortar. _
a) fabrication and erection with all s, struts, braces, etc, and dressing with oil as cleaning of
M2
Labour
0.20
_
M2
formwork :
Carpenter
0.23
_
Labour
0.20
_
Carpenter
0.30
_
Labour Quintal Bar bender
0.20 1.00
_ _
Labour
1.00
_
M2
mason
0.08
_
M2
Labour
0.10
_
M2
bhisti
0.10
_
mason
0.06
_
Labour
0.10
_
bhisti
0.10
_
mason
0.10
_
Labour
0.15
_
bhisti Mason
0.10 0.10
_ _
Labour
0.10
_
bhisti
0.01
_
1) rectangular column and walls 2) suspended floors/roofs
12)
3) sides and soffits of beam Reinforcement:
13)
Bar reinforcement including cutting to length, hooked ends, cranking or bending, hoisting and placing in any position, binding wire and holding firmly so as not to be disturbed while placing and ramming of concrete Plastering and pointing : a) 15mm thick cement plaster to ceiling including mixing of mortar. b) 15mm thick cement plaster on brick walls (exterior) including mixing of mortar c) Tuck pointing to random rubble masonry in cement mortar including mixing mortar.
14)
Damping proof course : a) Laying damp proof course 40mm thick cement concrete including form work and fair finishing to edges and mixing.
Note: Bhisti means water carrier.
M
3
S.No. 1)
2)
3)
4)
Description of work
Unit
Labour
Excavation over areas (hard/dense soil),depth up to 1.5m and removal (up to one meter from edge) Excavation in trenches (soft/ loose soil),for foundations not exceeding 1.5m in width and for shafts, wells, cesspits and the like, not exceeding 10m3 and on plan, depth up to 1.5m and removal(up to one meter away from edge) Returning, filling and ramming of excavated earth in layers not exceeding 20 cm in depth, watering, well ramming and leveling, lead up to 50m Concrete :
M3
Mate
Recommended constant in days. 0.06
M3
Labour Mate
0.62 0.05
_ _
Labour
0.50
_
Mate
0.02
_
Labour
0.25
_
Bhisti Labour
0.02 0.50
_ _
Bhisti
0.10
_
Mixer operator
0.07
_
M3
M
3
Mixing by machine (mixer) at banker, cement concrete (with 20mm graded coarse aggregate)
5)
Mixer mixed cement concrete
M3
Remarks _
0.07
_
Mixer mason
0.10
_
Labour
1.63
_
bhisti
0.70
_
mixer operator
0.07
_
0.07
_
0.07
_
0.17
The constants for items
mixer
6)
Reinforced cement concrete in situ in foundations, footings, bases for
M3
vibrator mason
columns, etc excluding form work and reinforcement
Labour
2.00
bhisti
0.90
mixer operator
0.07 0.07
mixer
include mixing, pouring, consolidating and curing. This does not include fair finish.
0.07 7)
Reinforced cement concrete in situ in suspended floors/roofs excluding form work, and reinforcement.
M
3
vibrator mason
0.24
_
Labour
2.50
_
bhisti
0.90
_
mixer operator
0.07
_
0.07
_
0.07
_
vibrator Labour
0.75
Bhisti
0.07
mason
0.94
Labour
1.80
Labour required will be approximately same for different mix proportions. The constants include labour involved in scaffolding.
bhisti mason
0.20 0.25
Labour
0.40
bhisti
0.10
mixer
8)
Mortars :
M
3
Mixing by hand, cement mortar of any mix/proportions
9)
Brick work (straight walls) :
M3
Brick work in walls exceeding one brick thick, in cement / lime mortar 10)
11)
Brick work in walls, one brick thick, in cement/lime mortar
M
2
Formwork :
M3
Carpenter
0.25
The constants could be adopted for brick work with any mix or mortar. _
a) fabrication and erection with all s, struts, braces, etc, and dressing with oil as cleaning of
M2
Labour
0.20
_
M2
formwork :
Carpenter
0.23
_
Labour
0.20
_
Carpenter
0.30
_
Labour Quintal Bar bender
0.20 1.00
_ _
Labour
1.00
_
M2
mason
0.08
_
M2
Labour
0.10
_
M2
bhisti
0.10
_
mason
0.06
_
Labour
0.10
_
bhisti
0.10
_
mason
0.10
_
Labour
0.15
_
bhisti Mason
0.10 0.10
_ _
Labour
0.10
_
bhisti
0.01
_
1) rectangular column and walls 2) suspended floors/roofs
12)
3) sides and soffits of beam Reinforcement:
13)
Bar reinforcement including cutting to length, hooked ends, cranking or bending, hoisting and placing in any position, binding wire and holding firmly so as not to be disturbed while placing and ramming of concrete Plastering and pointing : a) 15mm thick cement plaster to ceiling including mixing of mortar. b) 15mm thick cement plaster on brick walls (exterior) including mixing of mortar c) Tuck pointing to random rubble masonry in cement mortar including mixing mortar.
14)
Damping proof course : a) Laying damp proof course 40mm thick cement concrete including form work and fair finishing to edges and mixing.
Note: Bhisti means water carrier.
M
3
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