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I need to know the productivity of meason/labour/barbender/carpenter while doing work like Shuttering, reinforcement steel, brick work, earth work?

Answer Posted / javed

1) Excavation over areas (hard/dense soil),depth up to 1.5m and removal (up to one meter from edge)

M3


Mate

Labour


0.06

0.62


_

_
2) 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)

M3


Mate

Labour


0.05

0.50


_

_
3) Returning, filling and ramming of excavated earth in layers not exceeding 20 cm in depth, watering, well ramming and leveling, lead up to 50m

M3


Mate

Labour

Bhisti


0.02

0.25

0.02


_

_

_
4) Concrete :

Mixing by machine (mixer) at banker, cement concrete (with 20mm graded coarse aggregate)


M3


Labour

Bhisti

Mixer operator

Mixer


0.50

0.10

0.07

0.07


_

_

_

_
5) Mixer mixed cement concrete

M3


mason

Labour

bhisti

mixer operator

mixer

vibrator


0.10

1.63

0.70

0.07

0.07

0.07


_

_

_

_

_

_
6) Reinforced cement concrete in situ in foundations, footings, bases for columns, etc excluding form work and reinforcement

M3


mason

Labour

bhisti

mixer operator

mixer

vibrator


0.17

2.00

0.90

0.07

0.07

0.07
The constants for items include mixing, pouring, consolidating and curing. This does not include fair finish.
7) Reinforced cement concrete in situ in suspended floors/roofs excluding form work, and reinforcement.

M3


mason

Labour

bhisti

mixer operator

mixer

vibrator


0.24

2.50

0.90

0.07

0.07

0.07


_

_

_

_

_

_
8) Mortars :

Mixing by hand, cement mortar of any mix/proportions


M3


Labour

Bhisti


0.75

0.07
Labour required will be approximately same for different mix proportions.
9) Brick work (straight walls) :

Brick work in walls exceeding one brick thick, in cement / lime mortar




M3


mason

Labour

bhisti


0.94

1.80

0.20
The constants include labour involved in scaffolding.
10) Brick work in walls, one brick thick, in cement/lime mortar

M2


mason

Labour

bhisti


0.25

0.40

0.10
The constants could be adopted for brick work with any mix or mortar.
11) Formwork :

a) fabrication and erection with all supports, struts, braces, etc, and dressing with oil as cleaning of formwork :

1) rectangular column and walls

2) suspended floors/roofs

3) sides and soffits of beam


M3

M2

M2


Carpenter

Labour

Carpenter

Labour

Carpenter

Labour


0.25

0.20

0.23

0.20

0.30

0.20


_

_

_

_

_

_
12) Reinforcement:

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


Quintal


Bar bender

Labour


1.00

1.00


_

_
13) 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.


M2

M2

M2


mason

Labour

bhisti

mason

Labour

bhisti

mason

Labour

bhisti


0.08

0.10

0.10

0.06

0.10

0.10

0.10

0.15

0.10


_

_

_

_

_

_

_

_

_
14) Damping proof course :

a) Laying damp proof course 40mm thick cement concrete including form work and fair finishing to edges and mixing.


M3


Mason

Labour

bhisti


0.10

0.10

0.01

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