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Adopted
S.No M35 Ratio ( wt) Sp Gr.
Kgs1 Cement 385 1 1.41 kg!itre "#".55
" Sand #$1 ".%545455 1.48 kg!itre 533.$3
3 "%mm &8$ 1.#8$&1%4 1.&5 kg!itre 41#.11
4 1"mm 441 1.1454545 1.4# kg!itre "$$.1#
5 'ater 15% %.38$&1%4 1.%% kg!itre 15%.%%
& Admitre 3."#
*i+a, *i+a, Sp Gr *o! NK *o!
Sp Gr. Kg Ratio in -it. in -it.1.41 Cement 43.&% 1.%% 1.41
3%.8# 3%.8#".58 Sand 8$.&% ".%& 1.48 &%.48
&%.48".&4 "%mm #8.%% 1.#$ 1.&5 4#."" 4#."4".&4 1"mm
4$.$% 1.14 1.4# 33.85 33.8$1.%% 'ater 1#.%% %.3$ 1.%% 1#.%%
1&.$$
Conrete C/e 0 Measrer *o!me in m %.%%34
"%mm 5.5#5 1&51.85 Cement
Sand1"mm 4.$#5 14#4.%# "%mm
1"mm
Sand 5 1481.48 'ater
PLAN DIMENSION OF THE B
BoxHeight
Cement 0.818 249.205 255 mm
Sand 1.602 488.197 490 mm
20mm 1.251 381.385 381 mm
12mm 0.898 273.548 273 mm
2esription
Red-itresmonrete
3.t
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Mier Maine 53t
in t in t in t in !itres in !itres in !itres$.&3 %.818 1.%$%
1.3&3 "3.15 3%.8# 38.5$
18.8& 1.&%" ".13& ".% 45.3& &%.48 #5.5$
14.#3 1."51 1.&&8 ".%8& 35.43 4#."4 5$.%&
1%.5# %.8$8 1.1$# 1.4$& "5.41 33.8$ 4".3&
5.3% %.45% %.&%% %.#5% 1".#4 1&.$$ "1."4
3.#51 5.%%1 t &%.85 81.13 !itres
For 3 cft
*o! t 'eigt Kg Ratio 6o in 7t. Nos. 6o Sie (ii)0.818 3".#1 1.%%
1 19 : 19 : %9 11;
1.0! ."% ".%5 1 19 : 19 : 19 #."5;
1.!"1 58.53 1.#$ 1 19 : 19 : 19 3;
0.8#8 3#.4& 1.15 1 19 : 19 : %91%.#5;
0.4"0 1".#4 %.3$ 3 !it. an 4 times < %.#4 !it.
-e=e!!er Stee! Seet o 1.5 eet !engt 4; widt wit ang!e
a!!rond
For 4cft
*o! t 'eigt Kg Ratio 6o in 7t. Nos. 6o Sie (ii)1.0#0 43.&%8
1.%% 1 19 : 19 : 19 1."5;
!.13 8$.5$4 ".%5 " 19 : 19 : "9 1.&"5;1.8 #8.%4% 1.#$ " 19 :
19 : 19 8;1.1#$ 4$.$5% 1.15 1 19 : 19 : 19 ".3#5;0.00 1&.$$%
%.3$ 4 !it. an 4 times < %.$$ !it.
X IS 1' * 1' FOR BOTH 3 CFT AND 4 CFT
BoxHeight
Cement 1.104 336.483 340 mm
Sand 2.136 650.930 651 mm
20mm 1.668 508.513 508 mm
12mm 1.197 364.731 364 mm
Red inCtmonrete
7or 3 tConrete
7or 4 tConrete
7or 5 tConrete
7or 3 tConrete
7or 4 tConrete
7or 5 tConrete
1:1:%.818
1:1:1.&%"
1:1:1."51
1:1:%.8$8
1:1:1.%$%
1:1:".13&1:1:1.&&8
1:1:1.1$#
4t is pton o!d4
.t
