comples excel boq

8/3/2019 Comples Excel Boq

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S.No. Description of Item Quantity Unit

1 2 3 4

1 Earth work excavation for

a. excavation for sub-cellar & cellar 930995.6 Cft.

b. Basement wall foundation 40000 Cft.

970995.6 Cft.

2 Refilling of excaved soil

a. Column footings 22032.36 Cft.

b. Basement wall foundation 43274.89 Cft.

65307.25 Cft.

3 Filling the earth work in the plinth level

a. Inside building for plinth level raised93099.56

Cft.

b. Out side the building 6619.4163 Cft.99718.98 Cft.

4 V.P.C.C. in 1:4:8 for

a. Under Column footings 9000 Cft.

b. Under Basement wall foundation 13000 Cft.

c. Under flooring 22828.39 Cft.

d. Bed blocks for holdfast to

Doors/Windows500

Cft.

45328.39 Cft.

5 V.R.C.C. in M20 fora. allround the building 17200 Cft.

b. Footings 87199.51 Cft.

c. Column Pedestal Below plinth beam

level8500

Cft.

d. Column from plinth to beam bottom7462.44

Cft.

e. Plinth beams 5666.31 Cft.

f. Beams 8332.62 Cft.

g. Slab 53274.89 Cft.

h. Lintels 1800 Cft.

i. Chajjas

189435.77 Cft.

6 Supplying and fabrication of Fe415 steel

for

a. allround the building 57343.08 Kg's

b. Footings 290714.45 Kg's


level28338.15

Kg's




Kg's

e. Plinth beams 18890.91 Kg's

f. Beams 27780.12 Kg's

g. Slab 177613.16 Kg's

h. Lintels 6001.02 Kg's

i. Chajjas574216.83 Kg's

7 Super structure brick masonry 6" th: in 1:6

CM8180

cft.

8180 Cft.

8 Super structure brick masonry 4.5" th: in

1:4 CM0

Cft.

0 Cft.

9 Doors openings

a. Main door-MD1 -

b.Doors- D1 75 Sq.fts

c.Doors-D2 50 Sq.fts

d.Doors-D3 -

125 Sq.fts

10 Windows openings

a. Windows- W1 100 Sq.ftsb. Windows- W2

100 Sq.fts

11 Ventilators openings

a. Ventilators -V 100 Sq.fts

b. Ventilators -V1 0 Sq.fts

100 Sq.fts

12 Plastering in two coats

a. Ceilings 44385 Sq.fts

b. Internal walls 27457.15 Sq.fts

c. External walls 8400 Sq.fts

80242.15 Sq.fts

13 Internal wall paintings

a. Ceiling 44385 Sq.fts

b.Walls 27457.15 Sq.fts



71842.15 Sq.fts

14 External wall paintings 8400 Sq.fts

8400 Sq.fts

15 Enamil paintings

a. Doors 125 Sq.fts

b. Windows 100 Sq.fts

c. Ventilators 100 Sq.fts

d. Gates 0

325 Sq.fts

16 Supplying and fixing Iron gate Sq.fts

17 Floorings 45444.86 Sq.fts

45444.86 Sq.fts

18 Tiles

a. toilet flooring 479.89 Sq.fts

b. Toilet dadoing 839.92 Sq.fts

c. kitchen dadoing 0 Sq.fts

1319.81 Sq.fts

19 Terrace

a. Finishing 0 Sq.fts

0 Sq.fts

TOTAL AMOUNT FOR SUB-

CELLAR


1 2 3 4

1 Earth work excavation fora. excavation for sub-cellar & cellar

b. Basement wall foundation


a. Column footings


CELLAR FLOOR QUANTITY




a. Inside building for plinth level raised

b. Out side the building

4 V.P.C.C. in 1:4:8 for

a. Under Column footings

b. Under Basement wall foundation

c. Under flooring


Doors/Windows

5 V.R.C.C. in M20 for

a. allround the building 17200 Cft.

b. Footings -


level-


Cft.

e. Plinth beams -


g. Slab 53274.89 Cft.


i. Chajjas Cft.

88069.95 Cft.


for

a. allround the building 57343.08 Kg's

b. Footings Kg's


level

Kg's


Kg's

e. Plinth beams Kg's


g. Slab 177613.16 Kg's


i. Chajjas 0 Kg's

236273.33 Kg's




CM8180

Cft.

8180 Cft.


1:4 CM0

Cft.

0 Cft.

9 Doors openings

a. Main door-MD1 100 Sq.fts



d.Doors-D3 0 Sq.fts

225 Sq.fts

10 Windows openings

a. Windows- W1 100 Sq.fts

b. Windows- W2 0 Sq.fts100 Sq.fts




100 Sq.fts


a. Ceilings 502.88 Sq.fts



34810.05 Sq.fts


a. Ceiling 43255.2 Sq.fts


69162.37 Sq.fts

14 External wall paintings 8400 Sq.fts8400 Sq.fts

15 Enamil paintings

a. Doors 250 Sq.fts



d. Gates Sq.fts



450 Sq.fts

16 Supplying and fixing Iron gate


45444.86 Sq.fts

18 Tiels for

a. toilet flooring 1500 Sq.fts

b. Toilet dadoing 2950 Sq.fts

c. kitchen dadoing Sq.fts

4450 Sq.fts

19 Terrace


0 Sq.fts

TOTAL AMOUNT FOR CELLAR

GROUND FLOOR


1 2 3 4


a. excavation for sub-cellar & cellar



a. Column footings





4 V.P.C.C. in 1:4:8 for





c. Under flooring


Doors/Windows


a. allround the building

b. Footingsc. Column Pedestal Below plinth beam

level


Cft.

e. Plinth beams


g. Slab 53274.89 Cft.


i. Chajjas 1800 Cft.

72669.95 Cft.


for

a. allround the building 0 Kg's

b. Footings 0 Kg's


level0

Kg's


Kg's

e. Plinth beams 0 Kg's


g. Slab 177613.16 Kg's


i. Chajjas 6001.02 Kg's

242274.35 Kg's


CM8180

Cft.

8180 Cft.


1:4 CM0

Cft.

0 Cft.

9 Doors openings






d.Doors-D3 100 Sq.fts

1000 Sq.fts

10 Windows openings


b. Windows- W2 225 Sq.fts

450 Sq.fts




250 Sq.fts




c. External walls8400 Sq.fts

49337.23 Sq.fts


a. Ceiling 35895 Sq.fts


76329.35 Sq.fts


8400 Sq.fts

15 Enamil paintings

a. Doors 1000 Sq.fts



d. Gates Sq.fts

1800 Sq.fts



45444.86 Sq.fts

18 Tiels for






11000 Sq.fts

19 Terrace


0 Sq.fts

TOTAL AMOUNT FOR GROUND

FLOOR

FIRST FLOOR


1 2 3 4





a. Column footings





4 V.P.C.C. in 1:4:8 for



c. Under flooring


Doors/Windows



b. Footings


level


Cft.

e. Plinth beams




g. Slab 53274.89 Cft.



72669.95 Cft.


for


b. Footings 0 Kg's


level0

Kg's


Kg's



g. Slab 177613.16 Kg's



242274.35 Kg's


CM10230

Cft.

10230 Cft.


1:4 CM 0

Cft.

0 Cft.

9 Doors openings




d.Doors-D3 0 Sq.fts

1500 Sq.fts

10 Windows openings



800 Sq.fts




550 Sq.fts







49337.23 Sq.fts




72864.99 Sq.fts


8400 Sq.fts

15 Enamil paintings




d. Gates Sq.fts

2850 Sq.fts



45444.86 Sq.fts

18 Tiels for




11000 Sq.fts

19 Terrace


0 Sq.fts

TOTAL FOR FIRST FLOOR

SECOND FLOOR


1 2 3 4







a. Column footings





4 V.P.C.C. in 1:4:8 for



c. Under flooring


Doors/Windows

5 V.R.C.C. in M20 fora. allround the building

b. Footings


level


Cft.

e. Plinth beams


g. Slab 53274.89 Cft.



72669.95 Cft.


for


b. Footings 0 Kg's


level0

Kg's




Kg's



g. Slab 177613.16 Kg's


i. Chajjas 6001.02 Kg's242274.35 Kg's


CM9510

Cft.

9510 Cft.


1:4 CM0

Cft.

0 Cft.

9 Doors openings





1500 Sq.fts

10 Windows openings



800 Sq.fts




550 Sq.fts





44389.89 Sq.fts






70026.61 Sq.fts

14 External wall paintings 34539.6 Sq.fts

34539.6 Sq.fts

15 Enamil paintings




d. Gates

2850 Sq.fts



45444.86 Sq.fts

18 Tiels for




11000 Sq.fts

19 Terrace


0 Sq.fts

TOTAL FOR SECOND FLOOR

THIRD FLOOR


1 2 3 4





a. Column footings







4 V.P.C.C. in 1:4:8 for



c. Under flooring


Doors/Windows



b. Footingsc. Column Pedestal Below plinth beam

level


Cft.

e. Plinth beams


g. Slab 53274.89 Cft.



72669.95 Cft.


for


b. Footings 0 Kg's


level0

Kg's


Kg's



g. Slab 177613.16 Kg's



242274.35 Kg's


CM789.72

Cft.

789.72 Cft.




1:4 CM0

Cft.

0 Cft.

9 Doors openings


b.Doors- D1 500 Sq.ftsc.Doors-D2 100 Sq.fts


1500 Sq.fts

10 Windows openings



800 Sq.fts




550 Sq.fts





33780 Sq.fts




59687.11 Sq.fts

14 External wall paintings 34809.99 Sq.fts

34809.99 Sq.fts

15 Enamil paintings




d. Gates

2850 Sq.fts





45444.86 Sq.fts

18 Tiels for




11000 Sq.fts

19 Terrace


0 Sq.fts

TOTAL FOR THIRD FLOOR

FOURTH FLOOR


1 2 3 4





a. Column footings





4 V.P.C.C. in 1:4:8 for



c. Under flooring


Doors/Windows





b. Footings


level

d. Column from plinth to beam bottom 7462.44 Cft.

e. Plinth beams


g. Slab 53274.89 Cft.



72669.95 Cft.


for


b. Footings 0 Kg's


level0

Kg's


Kg's



g. Slab 177613.16 Kg's



242274.35 Kg's


CM9510

Cft.

9510 Cft.


1:4 CM0

Cft.

0 Cft.

9 Doors openings





1500 Sq.fts

10 Windows openings





800 Sq.fts




550 Sq.fts





39020.12 Sq.fts




62586.5 Sq.fts


8400 Sq.fts

15 Enamil paintings

a. Doors 1500 Sq.ftsb. Windows 800 Sq.fts


d. Gates 0 Sq.fts

2850 Sq.fts



45444.86 Sq.fts

18 Tiels for




11000 Sq.fts

19 Terrace




603799 Sq.fts

TOTAL FOR FOURTH FLOOR

20 For water supply and Sanitary fitting charges

complete.

21 For Electrification,wiring & switches

22

a. Escalators

b. 8 person Lift

c. Genset (500 kv.)

d. Fire and safety system

e.Security system work

g. 4 side elevation ACP.

Fourty two Crores forty two lakhs seventy two thousand six hundred and fifty

Total Cost of the Project.

18% of the total cost

18% of the total cost



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