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Sakku Estimate

The document contains a bill of quantities for various items of work for a bridge foundation and superstructure. It lists 6 items of work including earthwork, cement concrete, brickwork, RCC slab work, plastering and pointing work, and wearing coat work. Dimensions and quantities of materials are provided for the different components of the bridge foundation and superstructure.

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Soubhagya Ranjan Sahoo
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31 views2 pages

Sakku Estimate

The document contains a bill of quantities for various items of work for a bridge foundation and superstructure. It lists 6 items of work including earthwork, cement concrete, brickwork, RCC slab work, plastering and pointing work, and wearing coat work. Dimensions and quantities of materials are provided for the different components of the bridge foundation and superstructure.

Uploaded by

Soubhagya Ranjan Sahoo
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLSX, PDF, TXT or read online on Scribd
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ITEM NO PERTICULARS OF ITEMS NO NO LENGTH(M) BREATH(M)

1 EARTH WORK EXCAVATION


a.Abutment 2 5.1 0.7
b.Wing wall 4 1.2 0.7

2 CEMENT CONCRETE IN FOUNDATION


a.Abutment 2 5.1 0.7
b.Wingwall 4 1.2 0.7
3 BRICK WORK IN FOUNDATION AND SUPERSTRUCTURE
a.Abutment 2 4.8 0.4
b.Wingwall 4 1.2 0.4
c.Parapet
i.1st footing 2 4.7 0.4
ii.2nd footing 2 4.7 0.3
iii.Coping 2 4.9 0.4

d.Deduction for projection of slab on abutment 2 4.8 0.3

4 R.C.C. WORK IN SLAB 1 4.8 2.1


5 PLASTERING AND POINTING WORK
a.Facewall upto bottom of coping & 10c.m below ground level 2 4.7
b.Parapet inner side 2 4.7
c.Copping (inner,outer,top &bottom) 2 4.9
d.Sides of parapet and coping
i.Sides of parapet (1st footing) 4 0.4
ii.Sides of parapet (2nd footing) 4 0.3
iii.Sides of coping 4 0.4

e.Inner side of abutment 2 4.8

f.Deduction
i.For rectangular opening in face wall for water way 2 1.5
ii.Triangular porsion below earth slope 4 0.5×1.4×1.4

6 WEARING COAT 1 4 2.3


HEIGHT(M) QUANTITY EXPLANATORY NOTES

0.6 4.284 L=4.8+2×0.15=5.1


0.6 2.016 H=0.3+0.3=0.6
6.3

0.3 2.142
0.3 1.008
3.15
1.5 5.76 H=0.3+1+0.2=1.5
1.5 2.88 L=1.2-0.15+0.15=1.5

0.3 1.128 H=0.2+0.1=0.3


0.5 1.41 L=4.9-0.1-0.1=4.7
0.1 0.392 H=0.6-0.1=0.5
2.93
11.57
0.2 0.576
10.994
0.2 2.016 L=4+2×0.4=4.8

2.1 19.74 0.1+1.3+0.2+(0.5-0.1)=2.1


0.8 7.52 H=0.2+0.1+0.5=0.8
0.7 6.86 H=0.1+0.4+0.1+0.1=0.7

0.3 0.48
0.5 0.6
0.1 0.16
1.24
0.1 0.96 H=1+0.1=0.1
36.32

1.1 3.3 H=1+0.1=1.1


4 area of triangle porsion=0.5×1.4×1.4
7.3
29.02
0.1 0.92 B=1.5+2×0.4=2.3
23.38

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