1.50 bags 0.16 bag 1.20 bags 0.13 bag 1.00 bags 0.11 bag 2.4 bags 0.26 bag 1.90 bags 0.21 bag 1.60 bags 0.17 bag 2.25 bags 0.24 bag
11.0 cft 0.03 cum 11.0 cft 0.03 cum 11.0 cft 0.03 cum 18 cft 0.06 cum 18 cft 0.06 cum 18 cft 0.06 cum 17.0 cft 0.05 cum
100 sft 1 sqm 100 sft 1 sqm 100 sft 1 sqm
1.8 bags 0.19 bag 1.5 bags 0.16 bag 3.75 bags 0.41 bag
17.0 cft 0.05 cum 17.0 cft 0.05 cum 28.0 cft 0.09 cum
SANLA (30 Kg bag) 0.60 bag 0.07 bag 0.60 bag 0.07 bag 0.60 bag 0.07 bag 0.60 bag 0.07 bag 0.60 bag 0.07 bag 0.60 bag 0.07 bag
100 sft 1 sqm 100 sft 1 sqm
b) In C.M. 1 : 5 c) In C.M. 1 : 6
3.0 bags 0.32 bag 2.5 bags 0.27 bag
28.0 cft 0.09 cum 28.0 cft 0.09 cum
(F) SR. NO.
FLOORING & TILING
UNIT PER
CEMENT
SAND
LIME (30 kg/bag)
TILES
WHITE CEM ENT
1
Mosaie tile flooring (25 cm x 25 cm)
100 cft
1.0 bags
16 cft
2.0 bags
150 Nos.
5 kg
1 cum
1.11 bags
0.05 cum
0.2 bags
16 Nos.
0.55 kg
2
Mosaie tile flooring (25 cm x 12.5 cm)
100 sft
2.0 bags
2 cft
125 Nos.
2 kg
1 sqm
0.65 bags
0.01 cum
14 Nos.
0.65 kg
Stone flooring (marble, kotah, tandoor etc. (45 cm x 60 cm uncut size) (after cutting 40 cm x 55 cm) Rough shahabad stone flooring (45 cm x 60 cm uncut size) (after cutting 40 cm x 55 cm) Chequered tile flooring (25 cm x 25 cm)
100 sft
2.0 bags
16 cft
43 Nos.
2 kg
1 sqm
0.22 bags
0.05 cum
5 Nos.
0.221 kg
100 sft
0.75 bags
18 cft
2.0 bags
40 Nos.
1 sqm
0.08 bags
0.06 cum
0.2 bags
4 Nos.
100 sft
1.25 bags
16 cft
2.0 bags
150 Nos.
1 sqm
0.13 bags
0.05 cum
0.2 bags
16 Nos.
Crazy (Tukda) mosaic flooring
100 sft
2.50 bags
16 cft
2.0 bags
required tukda
1 sqm
0.27 bags
0.05 cum
0.2 bags
required tukda
100 sft
3.5 bags
16 cft
1 sqm
0.38 bags
0.05 cum
100 sft
3.5 bags
420 Nos.
2 kg
1 sqm
0.38 bags
45 Nos.
0.22 kg
3
4 5
6
7 8
I.P.S. flooring Glazed tile dado (15 cm x 15 cm)
(G) SR. NO.
1 2 3
WATER PROOFING
UNIT PER
CEMENT
SAND
Brickbat coba W/P in W.C. bath, toilet etc. Brickbat coba W/P To terrace. Glazed china mosaie (Kavadi) type W/P to terrace (including brick – bat coba)
CALCULATIONS OF SHUTTERING MATERIAL REQUIREMENT BY QUICK METHOD ESTIMATION FOR 232 sqm (2500 sft) OF SLAB AREA SR.
MATERIAL REQUIRED
1
Plywood 12 m thick of Size 2.44 x 1.22 m (8’-0” x 4’-0”) Silver oak battern of Size 75 mm x 40 mm (3” x 1 ½”)
2
3 4
Beam bottom planks 40 mm thick (1 ½”) Wooden props a) For beams
UNIT
2500 sft
0.02
APPROXIMATE QUANTITY OF MATERIAL REQUIRED 50 Nos. Sheets
232 sqm
0.22
50 Nos. Sheets
2500 sft
50 sheets of plywood x 65 50 sheets of plywood x 19.82 2500 sft x 0.24
3250 rft
232 sqm x 0.79
183 rm 300 Nos.
2500 sft
600 rft beam bottom x 0.5 183 rft beam bottom x 1.65 2500 sft x 0.16
232 sqm
232 sqm x 1.72
400 Nos.
2500 sft
2500 x 0.4
1000 rft
232 sqm
232 x 1.31
305 rm
2500 sft
2500 x 0.16
400 Nos.
232 sqm
232 x 1.72
400 Nos.
2500 sft
2500 x 0.020
50 kg
232 sqm
232 x 0.22
50 kg
2500 sft
2500 x 0.006
15 litres
232 sqm
232 x 0.065
15 litres
2500 sft 232 sqm
2500 x 0.08
200 Nos.
232 x 0.86
200 Nos.
232 sqm 2500 sft 232 sqm 2500 sft 232 sqm
b) For slab 5 6 7 8 9
Wooden batten for supporting Slab plates 75 mm x 75 mm (3” x 3”) Steel plates of size 60 mm x 90 cm (2’-0” x 3’-0”) Wire nails Shuttering oil M.S. clamps (Shikanja)
MULTIPLYING CONSTANT BY THUMB RULE
990 rm 600 rft
300 Nos. 400 Nos.
CONSUMPTION OF STEEL IN KG PER SQM OR SFT OF WORK SR. NO. 01
ITEMS Footing
CONSUMPTION OF STEEL on built-up area 0.55 kg/sqm 0.05kg/sft
02
Columns up to plinth
2.15 kg/sqm
0.20kg/sft
03
Tie beam
1.15 kg/sqm
0.10kg/sft
04
Column (super structure)
4.80 kg/sqm
0.45kg/sft
05
Slab
7.0 kg/sqm
0.65kg/sft
06
Beam
7.5 kg/sqm
0.70kg/sft
07
Chajja/loft/lintel
0.55 kg/sqm
0.05kg/sft
08
Over head water tank
0.55 kg/sqm
0.05kg/sft
TOTAL
24.25 kg/sqm
2.25kg/sft
CONSTANTS FOR ESTIMATING THE APPROXIMATE QUANTITIES OF VARIOUS ITEMS PER SQ. M. / SQ. FT. OF BUILT-UP AREA. SR. NO.