ESTIMATION

SL NO PARTICULARS NOS L(mm) B(mm) D(mm) QTY UNIT EXP NOTES

1) EXCAVATION:
1)LR+BATH+WC
LW 2 7.8 0.9 1.1 15.444 m3 L=6.9+0.9
SW 2 2.4 0.9 1.1 4.752 m3 L=3.3-0.9
2)KITCHEN+ROOM
LW 1 7 0.9 1.1 6.93 m3 L=6.1+0.9
SW 3 2.4 0.9 1.1 7.128 m3 L=3.3-0.9
3)BATH
LW 1 2.4 0.9 1.1 2.376 m3 L=1.5+0.9
SW 2 1.2 0.9 1.1 2.376 m3 L=2.1-0.9
4)WC
SW 1 0.3 0.9 1.1 0.297 m3 L=1.2-0.9
TOTAL: 39.303 m3
2) CC BED:
1)LR+BATH+WC
LW 2 7.8 0.9 0.1 1.404 m3 L=6.9+0.9
SW 2 2.4 0.9 0.1 0.432 m3 L=3.3-0.9
2)KITCHEN+ROOM
LW 1 7 0.9 0.1 0.63 m3 L=6.1+0.9
SW 3 2.4 0.9 0.1 0.648 m3 L=3.3-0.9
3)BATH
LW 1 2.4 0.9 0.1 0.216 m3 L=1.5+0.9
SW 2 1.2 0.9 0.1 0.216 m3 L=2.1-0.9
4)WC
SW 1 0.3 0.9 0.1 0.027 m3 L=1.2-0.9
TOTAL: 3.573 m3
3) SSM(1ST FOOTING)
1)LR+BATH+WC
LW 2 7.65 0.75 0.4 4.59 m3 L=6.9+0.75
SW 2 2.55 0.75 0.4 1.53 m3 L=3.3-0.75
2)KITCHEN+ROOM
LW 1 6.85 0.75 0.4 2.055 m3 L=6.1+0.75
SW 3 2.55 0.75 0.4 2.295 m3 L=3.3-0.75
3)BATH
LW 1 2.25 0.75 0.4 0.675 m3 L=1.5+0.75
SW 2 1.35 0.75 0.4 0.81 m3 L=2.1-0.75
4)WC
SW 1 0.45 0.75 0.4 0.135 m3 L=1.2-0.75
TOTAL: 12.09 m3
SSM(2ND FOOTING)
1)LR+BATH+WC
LW 2 7.5 0.6 0.4 3.6 m3 L=6.9+0.6
SW 2 2.7 0.6 0.4 1.296 m3 L=3.3-0.6
2)KITCHEN+ROOM
 LW 1 6.7 0.6 0.4 1.608 m3 L=6.1+0.6
SW 3 2.7 0.6 0.4 1.944 m3 L=3.3-0.6
3)BATH
LW 1 2.1 0.6 0.4 0.504 m3 L=1.5+0.6
SW 2 1.5 0.6 0.4 0.72 m3 L=2.1-0.6
4)WC
SW 1 0.6 0.6 0.4 0.144 m3 L=1.2-0.6
TOTAL: 9.816 m3
SSM(3RD FOOTING)
1)LR+BATH+WC
LW 2 7.35 0.45 0.6 3.969 m3 L=6.9+0.45
SW 2 2.85 0.45 0.6 1.539 m3 L=3.3-0.45
2)KITCHEN+ROOM
LW 1 6.55 0.45 0.6 1.7685 m3 L=6.1+0.45
SW 3 2.85 0.45 0.6 2.3085 m3 L=3.3-0.45
3)BATH
LW 1 1.95 0.45 0.6 0.5265 m3 L=1.5+0.45
SW 2 1.65 0.45 0.6 0.891 m3 L=2.1-0.45
4)WC
SW 1 0.75 0.45 0.6 0.2025 m3 L=1.2-0.45
TOTAL: 11.205 m3
SSM TOTAL 33.111 m3
4) BBM
1)LR+BATH+WC
LW 2 7.2 0.3 3.5 15.12 m3 L=6.9+0.3
SW 2 3 0.3 3.5 6.3 m3 L=3.3-0.3
2)KITCHEN+ROOM
LW 1 6.4 0.3 3.5 6.72 m3 L=6.1+0.3
SW 3 3 0.3 3.5 9.45 m3 L=3.3-0.3
3)BATH
LW 1 1.8 0.3 3.5 1.89 m3 L=1.5+0.3
SW 2 1.8 0.3 3.5 3.78 m3 L=2.1-0.3
4)WC
SW 1 0.9 0.3 3.5 3.78 m3 L=1.2-0.3
TOTAL: 44.205 m3
5) PARAPET
1)o/o 2 6.9 0.3 0.75 3.105 m3
2)i/i 2 6.6 0.3 0.75 2.97 m3
GRAND TOTAL 50.28 m3
6) OPENING
1)DOOR
D 1 1 0.3 2.1 0.63 m3
D1 3 0.9 0.3 2.1 1.701 m3
D2 2 0.75 0.3 2.1 945 m3
 2)WINDOW
W1 1 1.8 0.3 1.35 0.779 m3
W2 2 1.5 0.3 1.35 1.215 m3
W3 3 1.2 0.3 1.35 1.458 m3
3)VENTILATION
V 2 0.9 0.3 0.6 0.324 m3
7) LIMTEL OVER
1)DOOR
D 1 1.3 0.3 0.2 0.078 m3
D1 3 1.2 0.3 0.2 0.216 m3
D2 2 1.05 0.3 0.2 0.126 m3
2)WINDOW
W1 1 2.1 0.3 0.2 0.126 m3
W2 2 1.8 0.3 0.2 0.216 m3
W3 3 1.5 0.3 0.2 0.27 m3
3)VENTILATION
V 2 1.2 0.3 0.2 0.144 m3
8) DEDUECTION QTY 8.178
9) NET QTY 42.102
 ESTIMATION
SL NO PARTICULARS NOS L(mm) B(mm) D(mm) QTY UNIT EXP NOTES
1) EXCAVATION:
FOR 30CM WALS 1 152.4 1.2 1.25 228.6 m3 CL-N*B/2
COLUMN FOOTING 7 0.9 0.9 0.9 1.1 m3 162-16*1.2/2
DRAWF WALL 1 40.4 0.9 0.65 23.63 m3

CC BED
30*30 1 152.4 1.2 0.2 36.57 m3 CL-N*B/2
DRAWF WALL 1 40.4 0.9 0.2 7.27 m3 162-16*1.2/2
L=43.7-7*0.3
-0.9
2) SSM
FOR 30*30
1ST FOOTING 1 154.4 0.9 0.6 83.52 m3 162-16*0.9/2
2ND FOOTING 1 157.2 0.6 0.45 42.44 m3 162-16*0.6/2
3RD FOOTING 1 158.4 0.45 0.45 32.07 m3 162-16*0.45/2

DRAWF WALL
1 41 0.6 0.45 11.07 m3 43.7-7*0.3
1ST FOOTING *0.3/2
1 41.5 0.45 0.45 8.33 m3 43.7-7*0.3
2ND FOOTING *0.45/2

3) BBM
30CM WALL 1 159.6 0.3 4 191.52 m3 162-16*0.3/2
PARAPET WALL 1 1.23 0.3 0.75 27.67 m3 L1=30.8*2=61.6
WALL ABOVE 1 42.3 0.3 1 12.84 m3
VERANDH L2=18*2=36
BEAM L3=12.7*2=25.4

TOTAL 232.04 (17.7+0.3+

2(10.3-
0.3)+2*2.1))=42.8
4) DEDUCTION OVER
OPENING
DEDUCTION OVER
OPENING
D 9 1.2 0.3 2.4 7.77 m3
W 21 1.5 0.3 1.5 14.17 m3
V 6 1.2 0.3 0.6 1.29 m3

OVER LINTEL
D 9 1.5 0.3 0.15 0.6 m3
W 21 1.8 0.3 0.15 1.7 m3
V 6 1.5 0.3 0.15 0.4 m3
 NET QUANTITY= 20.607
5) RCC WORKS
1)COLUMN FOOTING
QTY BY
0.9 0.9 0.15 0.8505 m3 PRISMOIDAL
a)LOWER PORTION FORMULA

b)PRISNOIDAL 7*0.135 0.945 m3 Q=

PORTION H/6(A1+A2=4AM)

2)COLUMN 7 0.3 0.3 3.75 A1=0.9*0.9

A2=0.3*0.3
AM=0.45 H=0.3
HT OF COLUMN=(2.5+0.15+0.45+1.1-0.3-0.15)

3)LINTEL OVER
D 9 1.5 0.3 0.15 0.6075 m3
W 2.1 1.8 0.3 0.15 1.705 m3
V 6 1.5 0.3 0.15 0.405 m3

4)BEAMS
ROOM 2 4.46 0.3 0.38 1.016 m3 L=L+BEARING
3 5.46 0.3 0.38 1.817 m3 D=0.5-SLAB
THICKNESS
D=0.5-0.12=0.38

OVER COLUMN 1 CL1=43.7 0.3 0.5 6.555 m3

6) CC FLOORING FOR 5 7 5 175 m3

CLASS ROOM 5 3.2 5 1.8 m3
 ESTIMATION
SL NO PARTICULARS NOS L(m) B(m) D(m) QTY UNIT EXPLANTORY NOTES
1) EARTH WORK EXCAVATION:
a)COLUMN FOOTING 14 1.35 1.35 1.25 31.89 m3 L=CL-N*FOOTING BED WIDTH
b) WALL FOOTING 1 54.02 1 0.8 43.21 m3 72.92-14*1.35
TOTAL 75.1 m3 54.02
2) BED CONCRETE 1:4:8
a)COLUMN FOOTING 14 1.35 1.35 0.1 2.55 m3 L=72.92-14*1.2
b) WALL FOOTING 1 56.12 1 0.1 5.61 m3 56.12
TOTAL 8.16 m3
3) SSM IN CM 1:6
1ST COURSE 1 72.92 0.75 0.2 10.93 m3
2ND COURSE 1 72.92 0.6 0.2 17.5 m3
3RD COURSE 1 72.92 0.45 0.45 14.76 m3
DEDUCTION COLUMN 14 0.375 0.3 1.05 1.65 m3
TOTAL 44.84 m3
4) BRICK MASONARY
UPTO WALL PLATE 1 72.92 0.23 5 83.85 m3
GABLE PORTION 2 12 0.23 5.52 m3 A=1/2*12*2*=12
TOTAL 89.37 m3
5) DEDUCTION OVER
OPENING
D 1 1.2 0.23 2.1 0.57 m3
W 12 2 0.23 1.5 8.28 m3
V 12 2 0.23 0.75 4.41 m3
ROOLING SHUTTER 2 9 0.23 3 5.52 m3
DEDUCTION SHUTTER 14 0.3 0.23 5 4.83 m3
LINTEL DEDUCTION
a)OVER LINTEL SIDE 2 22.36 0.23 0.2 2.05 m3
b)OVER W/V 2 2.3 0.23 0.2 0.21 m3
c)OVER RS 2 4.3 0.23 0.2 0.39 m3
DEDUCTION QTY 25.99 m3
NET QTY 63.38 m3
6) ROOF PORTION
a)STEEL QTY
NOTE:NO OF TRUSS=5 AT
TRUSS PORTION WEIGHT OF TRUSS= 20KG END OF WALL, ITS GABLE
END, SO NEED OF
SPAN L=12+2*0.23=12.46 PROVIDING TRUSS THEIR.
QTY=5*12.46*20KG=1246

NO OF PURLINS=
PURLINS
2*5=10NOS

WT OF PURLINS= ASSUMING 0.5M

4054KG/M PROJECTION

L=24+2*0.23+2*0.5=25.46
QTY=10*25046*4.54=
1155.88KG

SLOPED LENGTH=
AC SHEET ASSUMING 0.5M
6^2+2^2=6.32M
PROJECTION
ROOF B=6.32+0.5=6.80M
L=0.23+0.23=(0.5)*2+25.46
AREA=2*6.8*25.46=
346.25m2
 SANITARY FITTING AND FIXTURES
SL NO PARTICULARS NOS L(mm) B(mm) D(mm) RATE AMOUNT
1 BATHTUB 1 50500 50500
2 BIDET 1 1600 1600
3 SINK 1 2250 2250
4 WASH BASIN 1 6000 6000
5 WASH TROOUGH TAPE 1 600 600
6 HEALTH FAUCEL 1 800 800
7 TOILET SEATS 1 3875 3875
8 WATER CLOSET 1 3000 3000
9 FLUSHING CISTERNS 1 1200 1200
10 SHOWER 1 2000 2000
11 ANGLE COCK 1 200 200
12 GRAB BAR 1 500 500
TOTAL 72525
WATER SUPPLY FITTING AND FIXTURES
SL NO PARTICULARS NOS L(mm) B(mm) D(mm) RATE AMOUNT
1 BATHTUB 1 50500 50500
2 SINK 1 22500 2250
3 URINAL 1 1500 1500
4 TAP 1 300 300
5 TOILET 1 2000 2000
6 ELBOW 1 150 150
7 CROSS TYPE 1 500 500
8 UNIONS 1 600 600
9 TEE TYPE 1 116 116
10 REDUCER 1 237 237
11 OLET 1 500 500
12 SHOWER 1 2000 2000
TOTAL 60653
ELECTRICAL FITTING AND FIXTURES
SL NO PARTICULARS NOS L(mm) B(mm) D(mm) RATE AMOUNT
1 RIGID COUPLING 1 140 140
2 90ELBOW 1 75 75
3 EQUAL TEE 1 335 335
4 BRANCH PIPE 1 775 775
5 HASES BOX 1 1975 1975
6 SINGLE HYDRAT 1 3500 3500
7 TABLE LAMP 1 530 530
8 CEILING LIGHT 1 780 780
9 DESK LIGHT 1 400 400
10 WORK LIGHT 1 2550 2550
11 REVOLVING NOZZLE 1 5000 5000
12 UNDER WATER LAMP 1 2250 2250
TOTAL: 18310
SL NO PARTICULARS NOS L(m) B(m) D(m) QTY UNIT EXPLANTORY NOTES
1) EARTH EXCAVATION: 1 3.02 1.8 5.436 m3 L=D^2/4
D=1.2+0.23+0.23+0.15+0.15
1.96
2) FOUNDATION 1:4:8 1 1.43 0.53 0.15 0.114 m3 L=I ID
D=1.2+0.23/2+0.23/2
3) BRICK WORK 1 1.43 0.23 1.53 0.503 m3 L=I ID
D=1.2+0.23/2+0.23/2
4) FILLING OF BROKEN BRICK
FILTER MEDIA(WITH SAND) 1 1.13 0.45 0.51 m3 L=I ID
D=1.2
5) COVER SLAB IN RCC 1:2:4 1 1.13 0.12 0.23 m3 L=I ID^2/4
D=1.2

DEDUCTION 1 0 0.15 0.12 0.036 m3

MAN HOLE NET QTY=0.194 m3

RAIN WATER HARVESTING

SL NO PARTICULARS QTY UNIT RATE AMOUNT
EARTH WORK IN
1 5.436 m3 150 815.4
EXCAVATION
2 FOUNDATION 0.114 m3 3500 399
3 BRICK WORK 0.503 m3 3000 1509
4 FILLING OF BROKEN BRICKS 0.51 m3 3000 1530
5 COVER SLAB IN RCC 0.194 m3 2000 388
TOTAL 4641.4
ADD 3% OF CONTIGENCIES 139.24
ADD 2% WORK CHARGE ESTABLISHMENT 92.83
TOTAL 4873.47
P
 RAIN WATER HARVESTING
SL NO PARTICULARS QTY UNIT RATE AMOUNT
1 EARTH WORK IN EXCAVATION 5.436 m3 150 815.4
2 FOUNDATION 0.114 m3 3500 399
3 BRICK WORK 0.503 m3 3000 1509
4 FILLING OF BROKEN BRICKS 0.51 m3 3000 1530
5 COVER SLAB IN RCC 0.194 m3 2000 388
TOTAL 4641.4
ADD 3% OF CONTIGENCIES 139.24
ADD 2% WORK CHARGE ESTABLISHMENT 92.83
TOTAL 4873.5