Labour 2

" CALCULATION NOS OF LABOUR
REQUIRED FOR CONSTRUCTION OF
RESIDENTIAL BUILDING "

ALL ESTIMATION GUIDED BY 'A'

'A' = Plinth Area Per Floor

NO OF MASON UNIT IN DAY(TIME)

8 HRS = 1 DAY

1. MASON:

A. FOR SINGLE STOREY BUILDING (Load Bearing):
Labour Required in Day = (1.335A + 28)

B. FOR DOUBLE STOREY BUILDING (Load Bearing):
Labour Required in Day = (1.335A + 6)

C. FOR FOUR STOREY BUILDING (Framed):
Labour Required in Day = (1.593A - 2)

2. CARPENTER:

A. FOR SINGLE STOREY BUILDING (Load Bearing):
Labour Required in Day = (1.184A - 9)

B. FOR DOUBLE STOREY BUILDING (Load Bearing):
Labour Required in Day = (1.194A - 9)

C. FOR FOUR STOREY BUILDING (Framed):
Labour Required in Day = (1.66A)

3. PAINTER:

A. FOR SINGLE STOREY BUILDING (Load Bearing):
Labour Required in Day = (0.19A)

B. FOR DOUBLE STOREY BUILDING (Load Bearing):
Labour Required in Day = (0.19A)

C. FOR FOUR STOREY BUILDING (Framed):
Labour Required in Day = (0.19A)

4. BLACKSMITH:

A. FOR SINGLE STOREY BUILDING (Load Bearing):
Labour Required in Day = (0.269A - 4)

B. FOR DOUBLE STOREY BUILDING (Load Bearing):
Labour Required in Day = (0.274A - 1.4)

C. FOR FOUR STOREY BUILDING (Framed):
Labour Required in Day = (1.11A - 0.0043A^2 -17.6)

5. MAZDOOR:

A. FOR SINGLE STOREY BUILDING (Load Bearing):
Labour Required in Day = (4.769A + 32)

B. FOR DOUBLE STOREY BUILDING (Load Bearing):
Labour Required in Day = (4.91A + 13)

C. FOR FOUR STOREY BUILDING (Framed):
Labour Required in Day = (5.833A - 9.2)

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