Rate Analysis of Some of Civil Engineering Item of Work
Estimating Costing and Supervision-I
Tutorial by
[A]Calculate the quantities of
materials requires for the following item of work.
(To match the answer given in margin use 30% and 50% as bulking of sand
for Mortar and Concrete respectively).Use NS Norms & District Rate of
Rautahat for F/Y 2078/2079 BS).
Q1. 48.5 m3 of brick work in 1:3 cement sand mortar. Use Nepal Standard Brick and w/c=0.8; Ans:-27205nos, cement=116.57 bags, sand=12.15m3, water=4662.8 liter
Q2.15 cm thick Foundation PCC (1:3:6),
0.95 m wide and 42 m long, w/c=0.5;
Ans:-cement=25.89 bags, Sand=2.697m3,
Aggregate=5.394 m3, water=647.25 liter
Q3.PCC-M20 for RCC roof 100mm thick 20m
wide and 25m long, w/c=0.5;
Ans:-Cement=392.72 bags, Sand=20.45m3, Aggregate=40.91m3,
Water=9818 liter
Q4.713m2 of 12.5mm thick cement plaster
@1:4 and w/c=0.8. [Hint:-First increase the volume by 25% for filling the joints and
irregular surfaces then increase the resultant volume by 30% to get dry volume]. Ans:- Cement=83.42 bags, Sand=11.58m3,
Water=3336.80 liter.
Q5. Estimate the reinforcement steel
work in column of 44m3 of gross volume of concrete work. [Hint:-use standard past experiences value of similar structure i.e. for
column it is 2.5%]
[B] Prepare a rate analysis for the following item of
work in standard sheet (Table).
Q6. 54.67m3 of Brick work(Indian
Standard IS) in 1:6 mix proportion with mortar thickness of 10mm and w/c=0.6
Q7.150m2 of plaster work with 12.5mm
thick cement plaster@1:4 w/c=0.8 in wall. Hint:-Take
skilled=12 and Unskilled=16 per 100 sq.m of plaster work.
Q8.16.50 m3 of PCC work
@1:2:4 w/c=0.55,Analyse the Rate.
Q9.
Reinforcement steel
work in Beam of 48m3 of gross volume of concrete work. Hint:-wt.of steel=2% of Gross Volume*density of steel)
Q10.
Analyses the rate
for the Steel work of 12.68 MT for cutting, placing, bending and binding of
wire.
Q11. 78.445 m3 of brick work
in 1:3 cement sand mortar. Use NS Brick and w/c=0.8.Prepare complete rate
analysis of it.
Q12.Analyse the total rate of RCC Slab
casting of 10m3@M20.Take the following
reference to calculate:-
1) quantity and cost of
material (cement, sand, aggregate, steel, binding wire and water quantity and
their cost)
2) Water
charges
3) Shuttering
cost
4) Bar
bending cost
5) Overhead
expenses (3%)
6) Cost of
equipment and tools (2%)
7) Contractor
profit (10%)
8) Labour
rate and cost.
Q13. 48.48m3 of PCC work @1:2:4, w/c=0.55. Analyse the Rate in Excel Sheet.
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