SAMPLE OF MATERIALS REQUIRED
& RATE ANALYSIS EXAMPLE FOR XYZ BUILDING
P.C.C IN FOUNDATION TRENCH:-
3'0"x 3'0" x 0.5 x 9 Nos = 40.5
cft
Material required :
Cement = 7 bags
sand = 27 cft
11/2" jally = 35 cft
R.C.C FOR COLUMN UP TO 5 FEET HEIGHT:-
9"x 9"x5'0"x9 nos = 25.31 cft
Material required :
cement = 5 bags
sand = 17 cft
3/4 jally = 22 cft
R.C.C. FOR COLUMN FOOTING : -
3'0" x 3'0"x 0.75 x 9 nos
Material Required :
cement = 10 bags
sand = 40 cft
3/4 jally = 51 cft
TIE BEAMES ALL ROUND AND INSIDE : -
22'3" x 9" x 9" x 3 nos = 37.54
cft
21'0" x 3 Nos x 9" x 9" = 35.4375
Total = 72.95 cft
Material Required :
Cement = 14 nos
Sand = 40 cft
3/4 jally = 52 cft
9"
wall all round:-
22'3" x 9" x 9'0" x 2 = 310
.54 cft
21'0" x 9" x 9'0" x 3 = 425.25
cft
Material required :
Cement = 58 bags
Sand = 478 cft
Brick = 18,000 Nos
INNER WALL PLASTERING :-
23'0" x 9'0" x 2 = 414 cft
21'0" x 9'0" x 4 = 756 cft
Total = 1170 cft
MATERIAL REQUIRED :
Cement = 47 Nos
Sand = 760 cft
EXTERNAL WALL PLASTERING:-
23'0" x 9'0" x 2 = 414 cft
21'0" X 9'0" x 2 = 378 cft
Total = 792 Cft
MATERIAL REQUIRED :
Cement = 32 Nos
sand = 514 Cft
R.C.C roof of 1:2:4
23'0" x 21'0" x 0.375 = 182 cft
MATERIAL REQUIRED :
cement = 39 nos
sand = 313 cft
3/4 jally = 410 cft
Eastimation
For Additional Work :-
P.C.C in foundaction Trench : -
3'0" x 3'0"x 0.5x12 = 54 cft
Material required :-
Cement = 5 Nos
Sand = 36 cft
1 1/2 Jally = 46 cft
R.C.C Column Up to 5 feet height : -
9" x 9" x 5'0" x 12 Nos = 33.75 Cft
Material required : -
Cement = 8 Nos
Sand = 22 Cft
3/4 Jally = 29 Cft
R.C.C For column Footing:-
3'0" x 3'0"x0.75 x 12 = 81 cft
Material Required : -
Cement = 14 Nos
Sand = 53 Cft
3/4 Jally = 69 Cft
Tie Beams all round and inside :-
8'0" x 9" x 9" x 6 = 27
cft
21'0" x 9" x 9" x 2 = 23.625
Cft
20'9" x 9" x 9" x 2 = 23.34375 cft
9'6" x 9" x 9" x 2 = 10.6875
Cft
Total = 84.65625 Cft
Material Required : -
Cement = 19 Nos
Sand = 56 Cft
3/4 Jally = 72 Cft
9" Wall all round:-
8'9" x 9" x 9'0" x 4 = 236.25
Cft
21'0" x 9" x 9'0" x 2 = 283.5
Cft
9'6" x 9" x 8'0" x 2 = 114
. 0 Cft
20'9" x 9" x 8'0"x 2 = 249.00
Cft
Total = 882.75 Cft
Material required : -
Cement = 36 Nos
Sand = 265 Cft
Brick = 11035 Nos
4 1/2 wall inside : -
8'0" X 9"0" X 2 = 144
Sft
4'7 1/2 " x 3 x 8'0" = 111 sft
4'0" x3 x 8'0" = 96 sft
Total = 351.00 Sft
Material Required : -
Cement = 8 Nos
Sand = 54 Cft
Brick = 1790 Nos
Inner wall Plastering : -
8'0" X 9'0" X 8 = 576
20'9" X 8'0" X 2 = 332
9'6" X 8'0" X 2 = 152
4' 71/2" X 8'0" X 6 = 222
Total = 1282
Material Required :-
Cement = 23 Nos
Sand = 167 Cft
External Wall Plastering:-
8'0" x 11'0" x 4 = 352
21'0" x11'0" x 2 = 462
20'9" x 9'0" x 2 = 373.5
9'6" x 9'0" x 2 = 171.00
Total = 1358.50 sft
Material Required :-
Cement = 21 Nos
Sand = 177 Cft
R.C.C Roof Slab:-
8'0" x 21'0" x 0.375 x 2 = 126.00 Cft
20'9" x 9'6" x 0.375 = 73.92
Cft
Total = 199.92 Cft
Material Required :-
cement = 34 nos
Sand = 130 cft
3/4 jally = 169 cft
P.C.C in Flooring : -
8'9" x 21'0" x 2 = 367.5
20'9" x 9'6" = 197.125
Total = 564.625 Cft
Material Requiired :-
Cement = 46
Nos
Sand = 368 Cft
11/2 Jally = 480 Cft
TOTAL MATERIAL REQUIREMENT :
Cement = 212 nos x 185 = 39220
Sand = 2189 cft x 12 = 26268
Brick = 18000 x 2.40 = 43200
11/2 Jally = 135 cft x 20 = 2700
3/4 Jally = 462 cft x 28 = 12936
Steel required for beam,column& roof
8 mm = 210 kg x 30 = 6300
10 mm = 112 kg x 30 = 3360
6 mm = 180 kg x 30 = 5400
Cement = 214 nos x 185 rs = 39,590 Rs
Sand = 1328 Cft x 12 Rs = 15936 Rs
Brick = 12,825 x 2.4 Rs = 30780
Rs
3/4 Jally = 340 Cft x 29 Rs = 9860
Rs
1 1/2 Jally = 526 Cft x 20 Rs = 10520
Rs
Steel required for beam,column& roof
10 mm = 224 Kg x 30 Rs = 6720
Rs
8 mm = 450 Kg x 30 Rs = 13500
Rs
6 mm = 400 Kg x 30 Rs = 12000
Rs
Mazon = L.S = 57600 Rs
Helper's = L.S = 35800 Rs
Door's & windows = L.S = 40000 Rs
Centering Labour = L.S = 35000 Rs
Water Tank = L.S = 12000 Rs
Plumbing Work = L.S = 20000 Rs
White washing = L.S = 30000 Rs
Total = 508690.00 Rs
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