Estimate of Materialand Labor
Estimate of Materialand Labor
Estimate of Materialand Labor
Cut
Section Description of Spacing # of Total Bending
Bar # Nos length Wt lb/ft
length Bar " c/c bars Length (ft) position
(ft)
30 3 6 61 1 17.33 1057.13 0.376
30 4 6 61 1 17.33 1057.13 0
30 3 6 61 1 17.33 1057.13 0
30 3 6 61 1 17.33 1057.13 0
27
27
27
27
27
27
27
Wt (lb)
397.48
0.00
0.00
0.00
MAIN BUILDING
S.No Description Unit Qty Cement Sand Crush Bricks Skilled Unskille Shutteri
(Bags) (M3) (M3) (No.) Labor d Labor ng
Excavation in foundation of building, bridges etc (Day) (Day) (M2)
1 M3 1.00 0.37
complete : In ordinary soil
Plain Cement Concrete incl. placing,
2 compacting, finishing & curing (Ratio 1:4:8) in M3 1.00 3.32 0.46 0.92 0.22 1.50
foundation
Plain Cement Concrete incl. placing,
3 M3 1.00 6.16 0.43 0.86 0.22 1.50
compacting, finishing & curing (Ratio 1:2:4)
Damp proof of cem. conc. 1:2:4 i/c bitumen coat,
4 M2 1.00 0.32 0.02 0.05 0.07 0.24
1 layer polythene & 1 coat bitumen (2" thick)
Pacca brick work in foundation and plinth in
5 M3 1.00 1.23 0.28 476.75 0.71 1.44
Cement, sand mortar 1:6
Pucca brick work in ground floor Cement, sand
6 M3 1.00 1.21 0.26 476.75 0.88 1.97
mortar 1:6 upto Lintel Level
Pucca brick work in ground floor Cement, sand
7 M3 1.00 1.70 0.24 476.75 0.88 1.97
mortar 1:4
8 Extra labour for first floor (columns) M3 1.00 0.09 0.35
9 Extra labour for first floor (B.B work) M3 1.00 0.09 0.35
10 RCC (1:2:4) in Slab, Lintel and shades M3 1.00 6.16 0.43 0.86 0.37 3.13 2.67
15 Khuras on roof 2'x2'x6" Each 1.00 0.25 0.02 0.04 0.13 0.28
Bottom khuras of brick masonry in c/s mortar
16 Each 1.00 0.35 0.05 0.10 50.00 0.18 0.39
1:6,4'x2'x4.5" over 3" cem. concrete 1:4:8
17 Cement plaster 1:4 upto 20' height 1/2" thick M2 1.00 0.06 0.01 0.06 0.13
Cement pointing struck joints, on walls, upto 20'
18 M2 1.00 0.05 0.00 0.09 0.11
height : Ratio 1:3
Filling, watering and ramming earth under floor
19 M3 1.00 0.18
with surplus earth from foundation, etc
Supplying and filling sand under floor or
20 M3 1.00 1.50 0.35 0.88
plugging in wells
21 Brick Ballast or shingle under floor M3 1.00 0.18 0.44
Provide & lay topping of concrete 1:2:4, incl.
22 M2 1.00 0.32 0.02 0.05 0.19 0.32
surface finishing & dividing in panels : 2" thick
Provide & fix glass strip 1.5" wide for dividing the
23 M 1.00 0.00 0.00
floors into panels : 5mm thick
Plain Cement Concrete incl. placing,
24 M3 1.00 4.32 0.45 0.90 0.22 1.50
compacting, finishing & curing (Ratio 1:3:6)
Mosaic dado or skirting complete as per specs
25 M2 1.00 0.32 0.02 0.90 0.43
Using grey cement : 1/2" thick
Vibrator Concret Steel Brick
(Hour) e Mixer (Ton) Tiles
(Hour) (No)
1.00 0.50
1.00 0.50
1.00 0.50
38
1.00 0.50
Requirment of Material(in MKS And FPS System)
Cement (Bags) Sand (Cft)/
A RCC/PCC Qty
For Cft For M3 M3
1 P.C.C(1:4:8) 100.00 9.50 335 47.40
Brick Tiles(10"x5"x1.25")
31 Brick Tiles(10"x5"x1.25") 100.00
`
System)
Crush (Cft)/ Steel(Ton)
M3 For Cft For M3
94.700 0.223 7.85
1350.00 47700.00
1350.00 47700.00
1350.00 47700.00
Sand (M3)
1.670
1.625
1.5600
1.4600
1.300
2.600
2.500
2.400
2.300
2.000
1.350
1.440
0.750
0.800
0.450
0.400
Bricks(Tiles) Bricks(Tiles)
288.00 3100
4.5" Wall length 1' 1 Radda 1.45 Bricks 1ft 3.52
9" Wall length 1' 1 Radda 2.90 Bricks
13.5" length 1' 1 Radda 4.35 Bricks
18" Wall length 1' 1 Radda 5.8 Bricks
22.5" Wallength 1' 1 Radda 7.25 Bricks
C Damp Proof Course(DPC) AreaxThickness gives Volume and Vdry =1.54V wet
F Pointing
1 3
1 3
1 3
1 3
1 3
0.00
wet)
23Cft=0.00179M3(Actual)&0.07031Cft=0.00199M3(Nominal)
1350.00 3 6
1350.00 3 6
1350.00 3 6
1350.00 3 6
1350.00 3 6
1350.00 3 6
1350.00 3 6
0V wet
t
Requirment of Material and Labor
S.No Description Cement Sand Crush
Unit Qty
(Bags) (M3) (M3)
A RCC/PCC V dry=1.54x V wet
1 P.C.C(1:4:8) M3 100.00 335.00 47.400 94.700
C Damp Proof Course(DPC) AreaxThickness gives Volume and Vdry =1.54V wet
F Pointing
7.85
54xVol wet)
rick=0.0623Cft=0.00179M3(Actual)&0.07031Cft=0.00199M3(Nominal)
47700
47700
47700
47700
54V wet
20x1.30V wet
54V wet
Bar Weight (Imperial Sizes)
1Kg=2.204lb 1000Kg=1 ton 2204lb=1 ton
Wt(Ib/ft)=(DiaxDia)in^2x2.671 Wt(Kg/m)=((DiaxDia)in^2x0.0061654)
Unit wt=490Ib/Cft=7852.41Kg/M3=222.32Kg/ft, Wt(Kg/ft)=(diaxdia)in^2X1.212
5 R.B Work
9 PCC
10 RCC
11 Shuttering
15 DPC I Mason
18 Paint Enamal
19 Paint Emulsion
20 Electrification
Un-Skilled Labour
1 Mazdoor
1 Mazdoor
2 Mazdoor
2 Mazdoor
2 Mazdoor
2 Mazdoor
2 Mazdoor
1 Mazdoor
1 Mazdoor
1 Mazdoor
1 Mazdoor
2 Mazdoor
2 Mazdoor
ITEM WISE BREAKDOWN FOR ANY QAUNTITY
8 Brick Tiles(10"X5"X1.25") 1 3
12 Mud 1
Cement Plaster 1/2"
13 thick(1:3csm) 1 0.013 0.05
Cement Plaster 1/2" thick(1:6
14 csm) 1 0.013 0.05
20
Mud Surkhi Polthyne Bitumen Skilled Unskilled
(cft) (kg) (sheet) sft (kg) Labor Labor
0.010 0.03
0.01 0.03
0.01 0.03
0.01 0.03
0.01 0.03
0.01 0.03
0.01 0.03
0.09
1.00
0.0033
0.01 0.02
0.01 0.02
0.01 0.02
0.01 0.02
0.664
Bar Weight (Imperial Sizes)
1Kg=2.204lb 1000Kg=1 ton 2204lb=1 ton
Unit weight of steel =490lb/ ft 3=222.32Kg/ft 3=7852.41Kg/m3
Wt(lb/ft)=(diaxdia)in2X2.671 Wt(Kg/ft)=(diaxdia)in2X1.212
Unit Weight Unit Weight
Bar# Dia (in) Unit Weight lb/ft
Kg/ft Kg/m
3 0.375 0.376 0.1706 0.56
4 0.5 0.668 0.3031 0.995
5 0.625 1.043 0.4732 1.554
6 0.75 1.502 0.6815 2.24
7 0.875 2.044 0.9274 3.046
8 1 2.67 1.2114 3.98
9 1.125 3.4 1.5426 5.07
10 1.25 4.303 1.9524 6.41
11 1.375 5.313 2.4106 7.92
14 1.75 7.65 3.4710 11.40
18 2.25 13.6 6.1706 20.26
Requirment of Material
S.No Description Unit Qty Cement (Bags)
D Flooring
19 2"(5cm)Thick PCC Floor (1:2:4) Sft 1.00 0.029
8 1 2.67 1.2114
0.47 0.947
0.46 0.924
0.42 0.84
0.39 0.77
Vdry=1.54xVol wet)
k=0.0623Cft=0.00179M3(Actual)&0.07031Cft
0.27 14.00
0.24 14.00
0.26 14.00
0.27 14.00
0.27 14.00
0.28 14.00
0.058
0.057
0.054
0.081
0.075
0.073 0.147
2.66
0.0130
mperial Sizes)
Wt(Kg/ft)=(diaxdia)in2X1.212
1Kg=2.204lb
Unit Weight Kg/m 1000Kg=1 ton
2204lb=1 ton
Unit Wt of steel =490 lb/ft3
0.56 =222.32 Kg/ft3
=7852.41 Kg/m3
0.995
Wt(lb/ft)=(diaxDia)in2 X 2.671
1.554 wt(Kg/ft)=(DiaxDia)in2 X1.212
Wt(Kg/m)=1.49xWt(lb/ft)
2.24 Wt(lb/ft)=.673XWt(Kg/m)
3.046
3.98
5.07
6.41
7.92
11.40
20.26
Requirment of Material
S.No Description Unit Qty Cement (Bags)
D Misc.
19 2"(5cm)Thick PCC Floor (1:2:4) Sft 100.00 2.930
25 Bitumen
47.40 94.700
46.20 92.400
42.00 84.00
38.50 77.00
Vdry=1.54xVol wet)
k=0.0623Cft=0.00179M3(Actual)&0.07031Cft
26.71 1400.00
24.00 1400.00
26.20 1400.00
26.60 1400.00
27.20 1400.00
27.60 1400.00
5.820
5.660
5.440
8.050
7.520
7.330 14.660
266.00
1.3000
mperial Sizes)
Wt(Kg/ft)=(diaxdia)in2X1.212
1Kg=2.204lb
Unit Weight Kg/m 1000Kg=1 ton
2204lb=1 ton
Unit Wt of steel =490 lb/ft3
0.56 =222.32 Kg/ft3 = 7852.41Kg/m3
Wt(lb/ft)=(diaxDia)in2 X 2.671
0.995 wt(Kg/ft)=(DiaxDia)in2 X1.212
Wt(Kg/m)=1.49xWt(lb/ft)
1.554 Wt(lb/ft)=.673XWt(Kg
# 3 ----- 40'----- 146.51 Bars----- 1 Ton
2.24 # 4 ----- 40'----- 82.48 Bars---- 1 Ton
# 5 ----- 40'----- 52.85 Bars----- 1 Ton
3.046
# 6 ----- 40'----- 36.68 Bars---- 1 Ton
# 7 ----- 40'----- 26.95 Bars----- 1 Ton
# 8 ----- 40'----- 20.63 Bars---- 1 Ton
# 9 ----- 40'----- 16.20 Bars---- 1 Ton
# 10 ----- 40'----- 12.80 Bars---- 1 Ton
# 3 ----- 40'----- 146.51 Bars----- 1 Ton
# 4 ----- 40'----- 82.48 Bars---- 1 Ton
# 5 ----- 40'----- 52.85 Bars----- 1 Ton
# 6 ----- 40'----- 36.68 Bars---- 1 Ton
3.98 # 7 ----- 40'----- 26.95 Bars----- 1 Ton
# 8 ----- 40'----- 20.63 Bars---- 1 Ton
5.07 # 9 ----- 40'----- 16.20 Bars---- 1 Ton
# 10 ----- 40'----- 12.80 Bars---- 1 Ton
6.41 # 11 ----- 40'----- 10.37 Bars---- 1 Ton
# 14 ----- 40'----- 7.20 Bars---- 1 Ton
7.92 # 18 ----- 40'----- 4.051 Bars---- 1 Ton
11.40
20.26