Answer 1.
a. Actual Cost Per Foot for material for
March
Materials quantity variance = (Actual Quantity – Standard Quantity
) x Stardard Price
$2850 = (Actual Quantity - (3500 units x 3 feet per units)) x
$5
$2850 = ( Actual Quantity - 10500 Feet) x $5
2850/5 = Actual Quantity - 10500
570 = Actual Quantity - 10500
Actual Quantity = 11070 feet
Actual Cost Per Feet = Actual Cost of Material/
Actual Quantity
= 60885/ 11070
= $5.5 per Feet
When we use the formula, unfavorable variances are positive and favorable variances are negative.
Answer 1. b
Material Price Variance = (Actual Price –
Standard Price ) Actual Quantity
= ($5.5 - $5 ) 11070 feet
= $5535 U
Spending Variance = Actual Price x Actual
Quantity - Standard Price x Standard Quantity
= $ 60885 - (5 x 3500 x 3)
= $60885 - $52500
= $8385
Answer 2 a)
Labour Rate Variance = labor Spending variance - Labour
Efficiency variance
= 3300U - 800 U
= $2500 U
Labour Rate Variance = (Actual Rate - Standard Rate ) x Actual
Hour
$2500 = ($42500/5000
hours - Standard Rate) x 5000 hours
2500/5000 = 8.5 - Standard Rate
Standard Rate = $8 Per Hour
Answer 2 b)
Labour Efficiency Variance = (Actual Hours - Standard Hours )
Standard Rate
800 = (5000 - Standard Hours) 8
800/8 = (5000 - Standard Hours)
100 =(5000 - Standard Hours)
Standard Hours = 4900 Hours
Answer 2 c)
The standard hours allowed per unit of product
= 4900 Hours / 3500 Units
= 1.4 Hours per unit
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