ASSIGNMENT - 6 : RCC WORK
NAME : PRATHAM NAINANI STUDIO : B SEMESTER : IX
ITEM NO. PARTICULARS OF ITEM NO. LENGTH BREADTH HEIGHT QUANTITY EXPLANATORY NOTES
EARTHWORK IN EXCAVATION
COLUMNS 6 1.5 1.2 1.5 16.2
IN BETWEEN COLUMNS :-
FRONT & BACK WALL 2 5.06 0.23 0.15 0.34914 L = 7.46- 2.4= 5.06 M
1
SIDE & INNER WALLS 3 4.03 0.23 0.15 0.417105 L = 5.23 - 1.2 = 4.03 M
STEPS
i 1 2.7 1.2 0.17 0.5508 L = 0.9+2 ( 3 X 0.3) = 2.7 M
17.517045
TOTAL
Cu. M.
R.C.C. IN FOOTING 1:2:4
FOOTING OF COLOUMN
Sq. BOTTOM 6 1.5 1.2 0.2 2.16
TRAPAZOIDAL PROTION 0.25/6 {( 1.2 X 1.5)+(0.47 X
2 6 1.3704 0.2284
H/6(A1+A2+4AM) 0.54)+ 4(0.84 X 1.02)
COLUMNS 6 0.23 0.3 4.69 1.94166 H= 3.04+0.6+1.05= 4.69 M
5.47206
TOTAL
Cu. M.
REINFORCEMENT
RCC footing @ 0.5% 3.53 0.005 78.5 1.385525 Density of steel 78.5q/cu m
3 RCC Column @ 1.5% 1.941 0.015 78.5 2.2855275
3.6710525
TOTAL
Cu. M.
BRICKWORK IN
SUPERSTRUCTURE
ROOM 1
FRONT & BACK WALL 2 4 0.23 3.04 5.5936
SIDE & INNER WALLS 3 5 0.23 3.04 10.488
ROOM 2
FRONT & BACK WALL 2 3 0.23 3.04 4.1952
STEPS
i 1 2.7 1.2 0.15 0.486
ii 1 2.1 0.9 0.15 0.2835
iii 1 1.5 0.6 0.15 0.135
4 21.1813
TOTAL
Cu. M.
DEDUCT
DOOR OPENING 1 0.9 0.23 2.1 0.4347
1 1.2 0.23 2.1 0.5796
WINDOW OPENING 2 1.2 0.23 1.8 0.9936
LINTEL 4 1.6 0.23 0.15 0.2208 L = 1.2+0.2+0.2 = 1.6M
2.2287
TOTAL
Cu. M.
NET 18.9526
TOTAL Cu. M.
12 MM INTERNAL PLASTER
ROOM 1
FRONT & BACK WALL 2 4 3.04 24.32
SIDE & INNER WALLS 4 5 3.04 60.8
ROOM 2
FRONT & BACK WALL 2 3 3.04 18.24
103.36
TOTAL
Cu. M.
5
DEDUCT
DOOR OPENING 1 0.9 2.1 1.89
2 1.2 2.1 5.04
WINDOW OPENING 2 1.2 1.8 4.32
11.25
TOTAL
Cu. M.
NET 92.11
TOTAL Cu. M.
