This is the project of boy Modal school  ( Real Quantity Estimation of building ) so after reading this article you will be able to know Estimation for full building project.

P.C.C in foundation footing

3’0″x 3’0″ x 0.5 x 9 Nos   =          40.5 cft

 Material required 

 Cement                       =          7 bags

sand                            =          27 cft

Aggregate                 =          35 cft

R.C.C for column up to 5 feet height

9″x 9″x 5’0″x 9 nos     =          25.31 cft

Material required

cement                  =          5 bags

sand                      =          17 cft

Aggregate           =          22 cft

R.C.C for Column Footing

3’0″ x 3’0″x 0.75 x 9 nos

Material Required

cement            =          10 bags

sand                =          40 cft

3/4 Aggregate      =  51 cft

 Tie Beams all Round and Inside

22’3″ x 9″ x 9″ x 3 nos          =          37.54 cft

21’0″ x 3 Nos x 9″ x 9″         =          35.4375

Total                                       =          72.95 cft

Material Required 

Cement           =          14 nos

Sand               =          40 cft

3/4 Aggregate           =          52 cft

Volume of 2 walls and each wall thickness is 9 inch

22’3″ x 9″ x 9’0″ x 2                         =          310 .54  cft

21’0″ x 9″ x 9’0″ x 3             =          425.25 cft

 Material required 

Cement                       =          58 bags

Sand                           =          478 cft

Brick                           =          18,000 Nos

Inner wall plastering

23’0″ x 9’0″ x 2          =          414 cft

21’0″ x 9’0″ x 4          =          756 cft

Total                           =          1170 cft

 Material required 

Cement                       =          47 Nos

Sand                           =          760 cft

 External wall plastering

23’0″ x 9’0″ x 2          =          414 cft

21’0″ X 9’0″ x 2         =          378 cft

Total                           =          792 Cft

 Material required 

Cement           =          32 Nos

sand                =          514 Cft

Quantity of R.C.C roof of 1:2:4

23’0″ x 21’0″ x 0.375             =          182 cft

 Material required 

 cement            =          39 nos

 sand                =          313 cft

3/4 Aggregate           =          410 cft

Estimation for additional works

 P.C.C in foundation

3’0″ x 3’0″x 0.5x  12  Nos              =          54 cft

Material required

 Cement                       =          5 Nos

Sand                           =          36 cft

1 1/2 Aggregate                   =          46 cft

R.C.C Column up to 5 feet Height

9″ x 9″ x 5’0″ x 12 Nos                     =          33.75 Cft

Material required

Cement                       =          8 Nos

Sand                           =          22 Cft

3/4 Aggregate                      =          29 Cft

  R.C.C for column footing

3’0″ x 3’0″x0.75 x 12 Nos      =          81 cft

 Materials required

Cement           =          14 Nos

Sand               =          53 Cft

3/4 Aggregate          =          69 Cft

 Tie Beams all round and inside

8’0″ x 9″ x 9″ x 6                  =          27 cft

21’0″ x 9″ x 9″ x 2    =          23.625 Cft

20’9″ x 9″ x 9″ x 2    =          23.34375 cft

9’6″ x 9″ x 9″ x 2                  =          10.6875 Cft

Total                                       =          84.65625 Cft

Material Required 

Cement                       =          19 Nos

Sand                           =          56 Cft

3/4 Aggregate                      =          72 Cft

Quantity for bricks all wall thickness is 9 inch

8’9″ x 9″ x 9’0″ x 4   =          236.25 Cft

21’0″ x 9″ x 9’0″ x 2 =          283.5 Cft

9’6″ x 9″ x 8’0″ x 2   =          114 . 0 Cft

20’9″ x 9″ x 8’0″x 2  =          249.00 Cft

Total                                       =          882.75 Cft

Materials required 

Cement                       =          36 Nos

Sand                           =          265 Cft

Brick                           =          11035 Nos

 Inside all thickness is = 9 inch 

 8’0″ X 9″0″ X 2                    =          144 Sft

4’7 1/2 ” x 3 x 8’0″     =          111 sft

 4’0″ x3 x 8’0″             =          96 sft

Total                                       =          351.00 Sft

Materials required 

Cement                       =          8 Nos

Sand                           =          54 Cft

Brick                           =          1790 Nos

Inner wall plastering

8’0″ X 9’0″ X 8                      =          576

20’9″ X 8’0″ X 2                    =          332

9’6″ X 8’0″ X 2                      =          152

4′ 71/2″ X 8’0″ X 6                =          222

Total                                       =          1282

Materials required

Cement           =          23 Nos

Sand               =          167 Cft

 External wall plastering

 8’0″ x 11’0″ x 4                      =          352

21’0″ x11’0″ x 2                     =          462

20’9″ x 9’0″ x 2                      =          373.5

9’6″ x 9’0″ x 2                        =          171.00

 Total                                       =          1358.50 sft

 Materials requried

Cement                       =          21 Nos

Sand                           =          177 Cft

 R.C.C Roof slab

8’0″ x 21’0″ x 0.375 x 2         =          126.00 Cft

20’9″ x 9’6″ x 0.375               =          73.92 Cft

Total                                       =          199.92  Cft

Materials required

cement                        =          34 nos

Sand                           =          130 cft

3/4 Aggregate                     =          169 cft

 P.C.C in Flooring

8’9″ x 21’0″ x 2          =          367.5

20’9″ x 9’6″    =          197.125

Total               =          564.625 Cft

Materials required 

 Cement                       =          46  Nos

Sand                           =          368 Cft

11/2 Aggregate                    =          480 Cft

Total material requirements

 Cement                       =          212 nos x 185                         =          39220

Sand                           =          2189 cft x 12                           =          26268

Brick                           =          18000 x 2.40                          =          43200

11/2 Aggregate         =          135 cft x 20                               =         2700

3/4 Jally                      =          462 cft x 28                             =          12936

Steel required for beam, column, and slab

8 mm                           =          210 kg x 30                             =          6300

10 mm                         =          112 kg x 30                             =          3360

6 mm                           =          180 kg x 30                             =          5400

Cement                       =          214 nos x 185 rs                     =          39,590 Rs

Sand                           =          1328 Cft x 12 Rs                    =          15936 Rs

Brick                           =          12,825 x 2.4 Rs                       =          30780 Rs

3/4 Aggregate          =          340 Cft x 29 Rs                      =          9860 Rs

1 1/2 Aggregate                   =          526 Cft x 20 Rs                      =          10520 Rs

Total Cost of steel required

 10 mm                         =          224 Kg x 30 Rs                      =          6720 Rs

8 mm                           =          450 Kg x 30 Rs                      =          13500 Rs

6 mm                           =          400 Kg x 30 Rs                      =          12000 Rs

Mason                         =          L.S                                          =          57600 Rs

Helper’s                      =          L.S                                          =          35800 Rs

Door’s & windows     =          L.S                                          =          40000 Rs

Centering Labor     =          L.S                                          =          35000 Rs

Water Tank               =          L.S                                          =          12000 Rs

Plumbing Work         =          L.S                                          =          20000 Rs

White washing           =          L.S                                          =          30000 Rs

Total Building Project Cost  =      508690 Rs/=

This is the real building project for boy modal school and the above is the total Estimation of project.