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This PDF is a reference document for building characters for the BASH! UE RPG. Given are examples of iconic comic book characters and their statistic value in the BASH! game system.
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up and up
BFC31602 – BUILD UP RATE
Based on pad footing details and information as shown in the following figures and table, calculate the price rate for 1 metre cubic excavation work for the pad footing that is carried out manually (using hand).
Item
Worker salary (8 hours working/day)
Rate
RM 24.00/day
Soil excavation not exceeding 1.50 m depth
1.50 hour/m3
Soil excavation exceeding 1.50m but not exceeding 3.00 m depth
1.60 hour/m3
Spreading up soil in making up level (surface to receive pad footing)
0.12 hour/m2
Filling in and ramming soil
0.60 hour/m3
Carting away remainder load
1.20 hour/m3
Typical soil expansion
25%
Profit
20%
1. Cost of excavating out
Total depth of excavation = 0.05m + 0.65m + 0.65m + 0.35m = 1.70m
Volume of excavation (n.e. 1.50m): V
=
lxwxd
=
1.50 x 1.50 x 1.50
=
3.375 m3
Volume of excavation (e. 1.50m): V
=
lxwxd
=
1.50 x 1.50 x 0.20
=
0.45 m3
=
3.375 m 3 x 1.50 hour x (RM24.00/8 hour) +
Cost :
0.45 m3 x 1.60 hour x (RM24.00/8 hour) =
RM 15.19 + RM 2.16
=
RM 17.35
2. Cost of spread up in making up level (surface to receive pad footing) =
(1.50m x 1.50m) x 0.12 hour x RM3/hour
=
2.25 m 2 x 0.12 hour x RM3/hour
=
RM 0.81
3. Cost of filling in and ramming Actual volume to be filled in and rammed = total volume of excavation – (volume of pad + volume of stump + volume of ground beam)
Cost
=
[3.825m 3 – (1.5m x 1.5m x 0.65m) - ∏ j2t – (volume of ground beam)] x 0.60 hour x RM3/hour
=
[(3.825m 3 – 1.4625m 3 - ∏0.25 2(0.65m + 0.35m) – (volume of ground beam)] x 0.60 hour x RM3/hour
=
?? m3 x 0.60 hour x RM3/hour
=
RM ??.??
4. Cost of carting away remainder load Volume to be carted away = total volume of excavation – volume to be filled in and rammed
=
[3.825m 3 – (?? m3 x 1.25)] x 1.20 hour x RM3/hour
