1.3 Construction schedule

1.3.1 Calculate working consumptions

Calculate the working consumptions according to the engineering quantities and labor quotas.

Labor quotas are shown in Table- 2. Labor consumption calculation is shown in Table- 6, and Table- 7.

Table- 2 Labor quotas

Itemized project	units	Labor productivity standards
Column steel bar	Workday /t	2.86
Beam  steel bar	Workday / t	3.09
Second-beam steel bar	Workday / t	3.70
slab steel bar	Workday / t	3.03
Column formwork	Workday/10m²	1.59
Beam formwork	Workday/10m²	1.38
Second-beam formwork	Workday/10m²	1.62
slab formwork	Workday/10m²	1.10
Column concrete	Workday /m3	1.08
Beam concrete	Workday/ m3	0.55
Second-beam concrete	Workday / m3	0.55
slab concrete	Workday / m3	0.56
Column formwork dismantle	Workday /10m2	0.68
Beam formwork dismantle	Workday /10m2	0.59
Second-beam formwork dismantle	Workday /10m2	0.70
slab formwork dismantle	Workday /10m2	0.473

 

1.3.2 Construction duration

According to the number of each construction team and daily work shift, calculate the construction duration as shown in Table- 6 and Table- 7.

1.3.3 Construction schedule

Draw the horizontal chart of the flow construction schedule as shown in Table- 8, and Table- 9.

Draw the labor forces dynamic diagram.

The formwork professional team should be as continuous as possible.