STUPIDSID
1
Work out the quantities of following items from given plan & section. (fig 01):
a) 12 mm thick Internal plastering in C:M=1:4.
b) Brick work (C:M=1:6) in super structure of ground floor
c) Concrete in footing
d) Flooring & skirting.
a) 12 mm thick Internal plastering in C:M=1:4.
b) Brick work (C:M=1:6) in super structure of ground floor
c) Concrete in footing
d) Flooring & skirting.
20 M
2 (a)
Define rate analysis. Perform rate analysis for Vitrified tile flooring work laid on 25 mm thick base course of cement mortar 1:6.
8 M
2 (b)
What are the points to be observed in framing specification of an item? Explain the legal importance of specification.
8 M
2 (c)
What are the various sources of rates of items? Prepare the abstract of items of question number 01.
4 M
3 (a)
Prepare an approximate estimate of cost for (G+1) RCC framed Row House, constructed on plot of size 30 feet × 50 feet with FSI=1. Consider cost of construction of super structure = Rs.800/sqrt. Assume other required data.
8 M
3 (b)
Explain in detail the procedure of submission and opening of tender.
8 M
3 (c)
Define mass diagram. Explain the use of mass diagram.
4 M
4 (a)
A person purchased a plot measuring 450 sqm at the rate of Rs. 6000 per sqm. Them he constructed a bungalow (on the plot) of built up area 150 sqm, the cost of construction being Rs. 12000 per sqm. Now the owner wishes to let this property (plot and bungalow together) on monthly rental basis. He expects net return of 6% on land, cost and 12% on bungalow cost. Considering the outgoing as 30% of the gross income, suggest suitable monthly rent for this property to owner.
8 M
4 (b)
What is a contract? What are the different types of civil engineering contract? State the suitability of Item rate contract. How does the contractor quote the rate and get payment in item rate contract?
8 M
4 (c)
Enlist different methods for valuation of land? Explain Belting method of valutation for land with an example.
4 M
5 (a)
Estimate the quantity of earthwork from chainage 20 to 26 measured with a standard 20m chain from the data,
The formation level at chainage. 20 is 88.5 and road has a rising gradient of 1 in 100. The formation width of the road is 10m and side slope in cutting 1:1 and banking 2:1.
The formation level at chainage. 20 is 88.5 and road has a rising gradient of 1 in 100. The formation width of the road is 10m and side slope in cutting 1:1 and banking 2:1.
| Chainage | 20 | 21 | 22 | 23 | 24 | 25 | 26 |
| Ground Level | 88.10 | 87.74 | 87.80 |
88.20 90.40 |
90.75 | 90.20 | 89.98 |
8 M
5 (b)
Work out the quantities of reinforcement in footings and columns of question no. 0.1. Steel in footing ? F1 (10ϕ @ 150mm c/c both ways), F2 (10ϕ @ 150mm c/c both ways), Steel in Columns-C1 (main bars 4-12 ϕ, Link 8ϕ @ 200mm c/c throughout).
8 M
5 (c)
Work out the quantities of different materials in slab (M20) of question no. 01.
4 M
Write short notes on (any five)
6 (a)
Lease hold and free hold property.
4 M
6 (b)
Time extension clause of contract.
4 M
6 (c)
BBS
4 M
6 (d)
Rule for deduction in masonry work as per IS-1200.
4 M
6 (e)
Administrative approval
4 M
6 (f)
CBRI equations.
4 M
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