ANSWER=
REQUIREMENT- (1A)
Computation of Actual Material Cost per Feet for March were as follows:-
Material Quantity Variance = (Actual Quantity - Standard Quantity) x Standard Price
MQV= (AQ - SQ for Actual Production) x SP
$1650 = (AQ - 2875 x 3) x $5
1650 = 5AQ - 43125
AQ = 8955 Feet
Therefore:-
Actual Cost per Feet = $53730 / 8955
Thus, Actual Cost per Feet = $6.00 Per Feet
REQUIREMENT-(1B)
i)- Material Price Variance = (Actual Price - Standard Price) x Actual Quantity
= ($6 -$5) x 8955
Material Price Variance = $8955(Unfavourable)
ii)- Material Spending Variance = (Actual Price x Actual Quantity) - (Standard Price x Standard Quantity)
= ($6.00 x 8955) - ($5 x 8625)
= $53730 - $43125
Material Spending Variance = $10605 (Unfavourable)
REQUIREMENT-(2)
(2a) -
Labour Rate Variance = Labour Splending Variance - Labour Efficiency Variance
= $3100 - $750
= $2350(Unfavourable)
Labour rate Variance = (Actual rate x Actual Hours) - (Standard rate x Actual hours)
$2350 = Actual Labour cost - (Standard rate x 4700)
= Standard rate x 4700 = $37600 - $2350
= $35250 / 4700
Standard Rate Direct Labour rate = $7.5 Per Hour.
2(b)
Labour Efficiency Variance = (Actual Hours - Standard Hours) x Standard Rate
$750 (U) = (4700 - Standard Hours) x $7.5
Standard Hours = 4600 Hours
Thus,
Standard Hours allowed for the month's Production= 4600 Hours.
2(c):-
Standard Hour allowed per unit of product = 4600 Hours / 2875
= 1.6 Hours-(Answer)
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