Quantity Survey 2nd Year


 





1       Design of project is presented by

A       A         drawings                 

B         rates              

C         B.O.Q            

D         M.B

2       Details not shown in the drawing is presented by

D       A         drawings                 

B         rates              

C         B.O.Q            

D         specifications

3       Rough cost estimate is carried out to get

B       A         budget                      

B         administrative approval               

C         technical sanction                                   

D         project report

4       Specifications are essential part of

B       A         contract                   

B         tender                       

C         estimate                   

D         all of these

5       Name nature and class of work is described in specifications

A       A         general                     

B         detailed                    

C         standard                  

D         all of these

6       Quality and method of execution of work is described in the specifications

B       A         general                     

B         detailed                    

C         standard                  

D         all of these

7       The quantity of water will be require for 50 kg cement in concrete (1:2:4)

C       A         20 liter                       

B         25 liter                       

C         30 liter                       

D         33 liter

8       The description for an item of work while preparing detailed estimate.

C       A         general specification                    

B         nomenclature                     

C         both a & b                                       

D         none of these

9       Thickness of D.P.C is kept

C       A         3”                   

B         1.5”                

C         1”                   

D         2.5”

10     The specifications required to prepare detailed estimate

C       A         detailed                    

B         general                     

C         both a & b                

D         none of these

11     Area accupied by walls is _______ in the plinth area

A       A         included                   

B         excluded                  

C         a or b            

D         a and b

12     For circular or polygonal shaped building with symmetrical section of wall this method of estimating is most suitable

A       A         center line               

B         crossing                  

C         supliment                

d          out to out in to in

13     To get length of a step of straight wall. The difference of widths of that step and of step at superstructure is _________ in the original length

B       A         subtracted               

B         added                       

C         a or b            

D         a and b

14     Half width is subtracted at each end of middle wall in _______ method of estimating

A       A         centre line               

B         crossing                  

C         supliment                

D         out to out in to in

15     Length of each step remains constant in the case of perpendicular wall of ______ shaped wall.

D       A         H                    

B         E                    

C         F                     

D         b and c

16     Such gradients are given in the roads in hilly area

B       A         flat                 

B         steep             

C         inverse                     

D         double

17     The transverse slope of the road is called

B       A         gradient                   

B         side slope                

C         camber                     

D         super elevation

18     If product of depth at centre line and cross slope increases the half breadth of a hilly road then section of this road will be in

A       A         fully cutting             

B         fully filling                

C         cutting and filling              

D         any one

19     If bed level of a canal is lower than natural surface level where as full supply level is above it then this section will be called

C       A         fully cutting             

B         fully filling                

C         cutting and filling              

D         any one

20     The method for quantity of earth work in which quantity is less

C       A         mean area method            

B         mid area method               

C         co-ordinate method                           

 D        none of these

21     For earth work unit of measurement is

C       A         m                    

B         m2                  

C         m3                  

D         Km

22     Transverse slope / cross slope of road appearing in cross-section is called

B       A         gradient                   

B         camber                     

C         cross slope             

D         country slope

23     Longitudinal slope of a road is called

A       A         gradient                   

B         camber                     

C         cross slope             

D         country slope

24     A table showing quantity of materials required for a particular work is called

C       A         estimate                   

B         analysis of rates                

C         material statement              

D         all of these

25     The measuring unit of premixed carpet is

B       A         Cft                  

B         Sq.m           

C         R.ft                 

D         M

26     Land width of arterial road is

C       A         110 ft             

B         115 ft             

C         120 ft             

D         125 ft

27     Overall cost of any item of work is determined per unit quantity of work by

B       A         estimate                   

B         analysis of rates                

C         quotation                 

D         tender

28     The volume of one bag of cement in M.K.S system is to be

D       A         0.25 cum                  

B         0.025 cum                

C         0.35 cum                  

D         0.035 cum

29     Dry quantity of cement is always more than its wet quantity by

D       A         1.27               

B         1.37               

C         1.44               

D         1.54

30     Overall cost of any item of work is determined per unit quantity of work by contractors profit in estimate is added in the following rate

D       A         market                      

B         analysed of rates               

C         scheduled               

D         all of these

31     Mostly thickness of cement plastering is kept

ANS A         1 / 2” or 12 mm

32     Increasing factor is directly proportional to _________ in the ingredients of concrete or mortar

C       A         weight                      

B         volume                     

C         voids             

D         all of these

33     In first class brick work volume of dry mortar is taken as of total brick work

C       A         15 %              

B         25%               

C         30 %              

D         50 %

34     The quantity of cement (in bags) will be required for 100 sft. Flush pointing with cement mortar (1:3)

A       A         0.53 bags                 

B         1.53 bags                 

C         2 bags                      

D         2.53 bags

35     No. of bricks will be required for 1 cum dry brick masonry

A       A         500                

B         510                

C         550                

D         610

36     A table showing quantity of materials required for a particular work is called

A       A         material statement            

B         estimate                   

C         analysis of rates              

D         all of these

37     Which are the overhead charges in rate analysis

D       A         furniture                   

B         salaries                    

C         office rent                

D         all of these

38     Manhole constructed to join two sewer line at different levels is called

C       A         large manhole                    

B         shallow manhole               

C         deep manhole             

D         lamp hole

39     Sewer lines laid in the streets joining main or branch sewer line at the road are called

C       A         trunk sewer             

B         domestic sewer                 

C         lateral sewer                       

D         main sewer

40     Indicating size of sewer pipe denotes its __________  diameter

A       A         internal                     

B         external                    

C         mean             

D         anyone

41     The measuring units of refilling of trench for sewer line will be

D       A         Ft                   

B         Rft                  

C         Sft                  

D         Cft

42     An amount which has to be set aside at fixed intervals of time out of the gross income to accumulate to initial cost of the property is called

D       A         gross rent                

B         net rent                     

C         depreciation                       

D         sinking fund

43     The loss in the value of a property due to its use wear and tear and decay etc is     called

C       A         gross rent                

B         net rent                     

C         depreciation                       

D         sinking fund

44     The decrease in value of property due to un-preferred style

C       A         depreciation                       

B         declination              

C         obsolescence        

D         none of these

45     Method of determining depreciation in which it is assumed that property looses its value by a constant amount every year is called

A       A         straight line             

B         constant percentage                    

C         sinking fund                                          

D         quantity surveyor

46     The value of fixed percentage of depreciation (rd) after 50 years of a building will be

B       A         1.5                  

B         2.00               

C         2.5                  

D         3.00


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