Labour Required

Labour ( Mazdoor ) Required For Different Works Sr. No.

Item

Beldars

Mazdoors

Bhisti

Mason

1

Excavation in Foundations,trenches etc. in ordinary soil including disposal up to 30 m and lift of 1.5 m

1/5.66

1/7.075

-

-

2

Refilling Excavated earth in foundation, plinth,etc. including consolidation in 15 cm layers

1/9.43

1/14.15

1/56.6

-

3

Disposal of surplus earth within a lead of 30 m

-

1/2.83

-

-

4

Laying P.C.C.

1/1.415

1/0.943

1/3.77

1/11.32

5

Laying R.C.C.

1/0.94

1/0.94

1/2.12

1/5.66

6

Centering and shuttering for flat surfaces

Carpenter  1/2.4

-

-

7

Reinforcement work R.C.C.

Blacksmith 1/100

-

-

8

Random Rubble masonry with blue stone in foundation

9

1 st class brickwork in 1 : 4 cement mortar in superstructure,partition wall,  junction of roof,parapet walls, string course

1/2.4

1/100

1/0.94

1/1.415

1/11.32

1/0.94

-

1/0.629

1/5.66

1/1.258

10

Doors and Windows Frames

1/0.18

Carpenter  1/0.09

-

-

11

Pannelled,glazed,etc. shutters

1/0.019

Carpenter  1/0.005

-

-

12

Fixing 40 mm x 3 mm x 38 cm flat iron holdfasts

1/36

Blacksmith 1/36

-

1/36

13

Fixing 16 mm dia M.S.Rods

1/5.5

Blacksmith 1/16.5

Carpenter  1/8.25

-

14

4 cm thick cement concrete flooring laying ,mixing and finishing

1/10

1/13.33

1/40

1/8

15

12 mm thick plastering with any mortat

-

1/13.33

1/40

1/13.33

16

White washing or colour washing ( 3 Coat)

-

1/60

white washer  1/60

-

17

Painting two coats on wood or steel

-

1/5

Painter  1/3.33

-

Per Day

m3

m3

m3

m3

m3

m2

Kg.

m3

m3

m3 ( 4 door  frames 7.5 cm x 10 cm ) of 1.2 m x 2.1 m size m3 ( 4 shutters 40 mm thick 2.0 m x 1.15 m )

Per holdfasts

Per running m

m2

m2

m2

m2