1
Prepare a detailed estimate for a residential building shown in Fig Q1(i) and Q1(iii) for the following in terms of work. Prepare an abstract also,

i) Earth work excavation for foundation in hard soil @ Rs. 100/- m

CC bed 1:4:8 for walls @ Rs. 2250/- m

iii) SSM with CM 1:4 in foundation and basement @ Rs. 3500/- m

iv) CC plinth 1:2:4 @ Rs. 3900/- m

v) BBM walls with CM 1:6 for superstructure @ 4000/- m

Refer PDF for diagram

i) Earth work excavation for foundation in hard soil @ Rs. 100/- m

^{3}CC bed 1:4:8 for walls @ Rs. 2250/- m

^{3}.iii) SSM with CM 1:4 in foundation and basement @ Rs. 3500/- m

^{3}iv) CC plinth 1:2:4 @ Rs. 3900/- m

^{3}v) BBM walls with CM 1:6 for superstructure @ 4000/- m

^{3}.Refer PDF for diagram

40 M

2
The details of manhole is shown in Fig. Q2. Estimate the quantities of the following in terms of work.

i) Earthwork excavation.

ii) C.C. Bed with 1:3:6

iii) First class brick work in CM 1:4

iv) 20 mm thick cement mortar plaster.

Refer PDF for diagram

i) Earthwork excavation.

ii) C.C. Bed with 1:3:6

iii) First class brick work in CM 1:4

iv) 20 mm thick cement mortar plaster.

Refer PDF for diagram

15 M

3
Write the detailed specification for any three of the following:

i) Earth work

ii) Damp proof course 25mm thick in CM 1: 1 1/2: 3

iii) First class brick work in superstructures in CM 1:6

iv) Cement plastering in CM 1:4.

i) Earth work

ii) Damp proof course 25mm thick in CM 1: 1 1/2: 3

iii) First class brick work in superstructures in CM 1:6

iv) Cement plastering in CM 1:4.

15 M

4
What is an estimate? Classify the types of estimate. Explain them with their limitations.

15 M

5
Carry out the rate analysis or any three of the following:

i) CC 1:4:8 for foundation bed.

ii) Coursed rubble stone masonry in CM for 1:6 foundation.

iii) 12 mm thick cement plastering in CM 1:6

iv) 75 mm thick cement concrete flooring with CC 1:4:8.

i) CC 1:4:8 for foundation bed.

ii) Coursed rubble stone masonry in CM for 1:6 foundation.

iii) 12 mm thick cement plastering in CM 1:6

iv) 75 mm thick cement concrete flooring with CC 1:4:8.

15 M

6
Estimate the cost of earthwork for a portion of the road from the following data. Formation width of the road is 10m. Side Slopes are 2:1 in filling aid 1.5:1 in cutting. The cost filling is RS. 180/m

^{3}and cutting Rs. 120/m^{3}.
Chainage, m |
0 | 40 | 80 | 120 | 160 | 200 | 240 | 280 |

RL of GL, m |
100.6 | 100.2 | 99.8 | 100.2 | 100.8 | 101.9 | 102.4 | 102.5 |

RL of formation level, m |
101 →Raising Gradient 1 in 400→ |

15 M

7
Write short notes on any three of the following:

i) Day work

ii) Schedule of rates

iii) Administrative approval

iv) Earnest money deposite.

i) Day work

ii) Schedule of rates

iii) Administrative approval

iv) Earnest money deposite.

15 M

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