1) Earthwork in an excavation in the foundation. 2) Lime concrete in foundation 3) First class brickwork in cement mortar (1:4) in foundation and plinth. 4) First class brickwork in cement mortar (1:6) in superstructure. Neglect step.
(A) By centre line method:
(a) Length of centre line for mainwalls = 2{5.0+2802)+(4+2808) = 19.20m
(b) Length of centre line for verandah walls, sides = 2(1.5+.803+.208)=3.50m
Number of joints = 2nos
Front = 3+2*.208=3.20m
Total = 6.70m
Note that a join occurs at a place where three walls join.
| Description |
No |
L m |
B m |
H m |
Quantity |
Total |
Explanatory notes |
| 1. Earthwork in excavation |
1 1 |
19.20 5.80 |
.90 .46 |
1.00 .70 |
17.28 1.87 |
19.15 cu m |
Length of verandah is reduced by half trench width 5.80=6.70-2*. |
| 2.Lime concrete in foundation |
1 1 |
19.20 6.10 |
.90 .46 |
.30 .20 |
5.18 .56 |
5.74 cu m |
Lime concrete joins with 60cm brick layer of main wall 6.10 = 6.70-2*.803 |
| 3. First class brickwork in foundation and plinth (1:4) a) Main walls 60cm layer 50cm layer 40cm layer b)Verandah wall, portion joins with 60cm layer of main wall 50cm layer of main wall 40cm layer of main wall |
1 1 1 1 1 1 |
19.20 19.20 19.206.10 6.20 6.30 |
.60 .50 .40 .30 .30 .30 |
.30 .20 .80 .10 .20 .80 |
3.46 1.92 6.14 11.52 .18 .37 1.51 |
13.58cu m |
6.10=6.70-2.602 6.20=6.70-2.802 6.30=6.70-2*.402 |
| First class brickwork in supersructure walls a) main walls b)verandah walls |
1 1 |
19.20 6.40 |
.30 .20 |
3.60 2.80 |
20.74 3.58 |
24.32 |
6.40=6.70-2* |
| Deducation for door opening, D Window openings,W Verandah openings, sides Verandah openings, front Lintel at main wal Lintel at verandah |
1 5 2 1 1 1 |
1.10 1.00 1.50 3.00 19.20 6.70 |
.30 .30 .20 .20 .30 .20 |
2.10 1.50 2.40 2.40 .15 .15 |
.69 (-ve) 2.25 1.44 1.44 .86 .18 |
" " " " " 17.46 cu m |
Verandah lintel with 15cm bearing at the ends in main wall 6.70=6.4+2*.15 6.4 as that for 20cm wall in 4(b) |
and 3 others joined a min ago.
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