SUMMARY

OWNER:-
LOCATION :-
PROJECT:- SEPTIC TANK

ITEM DESCRIPTION AMOUNT

A. SUB STRUCTURE
1 EXCAVATION AND EARTH WORK 42,247.37
2 CONCRETE WORK 350,273.94
3 MASONRY WORKS 0.00
4 FINISHING WORK 7,634.72
SUM 400156.02
15 % VAT 60023.40
TOTAL 460,179.43
 Specification & Bill of Quantities

I.No DESCRIPTION Unit Qty Unit Price Amount

A. SUB STRUCTURE
1.EXCAVATION AND EARTH WORK
Clear off the site to remove top soil to an average depth of 20
1.1 cm. m2 24.00 50.06 1201.44

Bulk excavation to in ordinary soil to a depth over 3000mm not

1.2 exceeding 4500mm m3 45.00 356.74 16053.19
Back fill around shear wall with selected soil from out side well
1.6 compacted in layer not exeedein 20 cm m 3
18.00 598.27 10768.86
Cart away (Remove) surplus excavated material and spread
1.8 on a chosen site at a distance not exceeding 5 km from site. m3 27.00 274.05 7399.35
Basaltic or equivalent stone hard core well rolled consolidated
and blinded with crushed stone to a finished thickness of 25
1.9 cm m2 8.00 853.07 6824.53
carried to summary 42,247.37
2. CONCRETE WORK
2.1 5cm lean concrete in C-5,150kg cement /m3 under
a) bottom slab m2 8.00 389.88 3119.00
e) 10 cm thick manhol cover m2 0.00 389.88 0.00
Reinforced concrete in C-25, 360 kg/m3 filled in to form works and
vibrated around rod reinforcement.(form works and reinforcement bar
2.2 measured separately & labortaory test should be taken ). 0.00
a) top slab m3 1.20 13234.59 15881.50
b) 10cm thick bottom slab m2 8.00 1323.46 10587.67
C) 20 cm thick sharwall m3 7.20 12042.22 86703.98
Provide, cut and fix in position Wooden (sawn zigba) or metal form
2.3 work for:
a) top slab m2 8.00 795.34 6362.73
d) 20 cm thick sharwall m2 72.00 795.34 57264.57
Steel reinforcement bars according to structural drawings. Price
2.4 includes cutting, bending, placing in position and tying wires.
b) Diam.8mm deformed bar kg 255.57 249.42 63742.75
b) Diam.10mm deformed bar kg 517.46 206.03 106611.74
c) Diam.12mm deformed bar kg 0.00 243.14 0.00
carried to summary 350,273.94
3. MASONRY WORKS
Stone Masonry wall wall under bedded on cement sand mortar of mix
ratio1:3. below ground level. Top finihsh 70 cm & botom finish 160 cm
and 500cm hight (Laboratory test should be taken and the proportions
3.1 will be determined by laboratory test ) m3 0.00 1396.11 0.00
carried to summary -
3. finishing work
apply two coat plastering cement mortar internal surface with cement
3.1 mortar 1:3 m2 49.50 131.09 6488.96
3.2 dia 150 inlet /outlet pvc pipe m3 6.00 190.96 1145.76
carried to summary 7,634.72
 OWNER:-
LOCATION :- DESSIE KEB. ……….
PROJECT:- FENCE
I.No Description Unit Quty Rate
A. Sub Structure
1. Excavation & Earth Work
1.1 Site clearing to remove top soil to an average depth of 20 cm M2 84 28
1.2 Excavation for trench foundation not exceeding 150cm M 3
39.2 238.65
1.3 Back fill selected material from site & well compacted to an average
depth of around the trench M3 21 598.27
1.4 Cart away (Remove) surplus excavated material and spread
on a chosen site at a distance not exceeding 2 km from site. M3 28 286.20
Total carried To Summary
2. Masonry Work
2.1 50 cm thick stone masonry foundation wall bedded in cement & sand
below NGL M3 19.6 1396.11
2.2 Ditto but above NGL M 3
23.8 1511.46
2.3 20x20x40 pointed HCB wall bedded in cement & sand mortar of 1:3
M2 56 434.81
Total carried To Summary
3. Concret Work
3.1 5cm thick lean concrete under masonary wall & footing pad M2 14 30
3.2 Rainforced concrete field in to form work & vibrated around
reinfrocement steel & form work measured separetly
A. Grade beam, M3 17.1 2834.82
B. In elevation columns M 3
5.6 2834.82
C. Intamediate beam M 3
4.2 2834.82
3.3 Provide cut & fix in position to zigba wood form work
A. Grade beam, M2 22.4 250
B. In elevation columns M2 60 250
C. Intamediate beam M 3
22.4 250
3.4 Steel reinforcement according to drawing price shall include cutting
bending placing in position & tying wires
A. Dia 6mm deformed bars Kg 150 67
B. Dia 12 mm deformed bars Kg 362.3 66
3.5 Concrete copping on concrete column Pcs 12 50
Total carried To Summary
4. Metal work
4.1 Metal door fabricated from 50x30x1.00 RHS & 1mm flatmetal sheet

D1= 300x250 Pc 1 15000

4.2 Dour grill M 2
0 700
Total carried To Summary
 5. Finishing
5.1 Pointing for masonary wall with cement sand mortar 1:2 M2 109 143
5.2 Ditto but to HCB wall M 2
112 143
5.3 3coats of plastesing in cement sand mortar 1:3 to columns, beams &
copping M2 45 143
Total carried To Summary
Grand Total
Amount

2352
9355.08

12563.67

8013.6
32,284.35

27363.756
35972.748

24349.36
87,685.86

420

48475.422
15874.992
11906.244

5600
15000
5600

10050
23912.064 28
600 54
137438.722 48 102

12000
0
12000
 15587
16016
6435

38,038.00
###
Project: Sub STRUCTURE

No. of
Dwg Ref. Length No. of memb
No. Member No Dia. (m) bars ers 6 8

slab 8 3 27.66667 1 83

8 4 21 1 84

10 6.32 23.33333 1

10 3.71 3.333333 1

10 6.64 16.66667 1

10 2.9 8.333333 1

SHAR WALL 10 3.4 80 2

12 0 168 0

8 12 20 2 480

Total Length (m) 0 647

Weight per m 0.222 0.395
Total Weigth (Kg) 0 255.565
1 0 255.565

108
665
356
1929
4615
7673

0.333333
Sub STRUCTURE Location: Expansive

10 12 14 16 20 24

147.46667

12.366667

110.66667

24.166667

544

839 0 0 0 0 0 14 8
0.617 0.888 1.208 1.578 2.468 3.551 14 9
517.4573 0 0 0 0
517.4573 0 0 0 0

132 852 128

42 656 2150
240 728 1344
2728 292 224
3142 129.6 56
694 224
126 224
72 144
72 4494
72
126
120
3939.6
Project: University Sub STRUCTURE

No. of
Dwg Ref. Length No. of membe
No. Member No Dia. (m) bars rs 6 8 10
Elevation column
C-1 20 620.8 1 0
0 3.25 8 0
st 8 1.35 141.25 0 0
C-2 16 254.40 1 0
0 4.00 6 0
0 3.25 8 0
st 8 1.35 65 0 0
C-3 16 285.60 1 0
0 3.70 8 0
0 1.55 6 0
st 8 1.20 140 0 0
C-4 16 253.20 1 0
0 2.90 6 0
st 8 1.20 121.25 0 0
C-5 0 4.55 6 0
st 0 1.00 16.15 0
Floor Beams 0

TOTAL
LENGTH 0
Fb-1 14 43.00 1 0
st 8 1.00 54 0 0
Fb-2 14 27.86 1 0
0 55.30 35 0
st 8 1.00 35 0 0
Fb-3 14 84.07 1 0
st 8 1.00 113 0 0
FB-4 14 22.15 3 0
8 1.00 26 0 0
FB-5 14 21.56 1 0
st 8 1.00 34 0 0
FB-6 14 20.84 1 0
st 8 1.00 33 0 0
FB-7 14 24.35 1 0
 8 1.00 28 0 0
FB-8 14 20.84 1 0
8 1.00 32 0 0
FB-9 14 21.56 1 0

8 1.00 32 0 0

RB1 0 50.66 1 0

st 0 1.00 48 0

RB-2 0 38.46 1 0

0 47.40 0

st 0 1.00 41 0

RB-3 0 75.34 1 0

st 0 1.00 73 0

slab 8 10.16 22.66667 1 230.293

slab 8 3.66 66 1 241.56

slab 12 16.40 22 1

slab 12 5.69 66.66667 1

Total Length (m) 0 471.853 0
Weight per m 0.222 0.395 0.617
Total Weigth (Kg) 0 186.382 0
1 0 186.382 0
ub STRUCTURE Location: Adama

12 14 16 20 24

0
 0

360.8

379.333
740.13 0 0 0 0 14 8
0.888 1.208 1.578 2.468 3.551 14 9
657.24 0 0 0
657.24 0 0 0 843.62
No Length Width Height Total Remark
A. SUB STRUCTURE

1. EXCAVATION & EARTHWORK

I) Site Clearing

1 0.00 1.00 1.00 -

-
-

Total Sum - m2
II) Bulk Excavation to reduce levels

a) Bulk excavation up to 1500mm

1 0.00 1.00 1.20 -

-
-
Total Sum - m3
b)Pit excavation up to 1500mm

1 3 3 1.50 12.61 F-1

8 2 2 1.50 34.68 F-2
0 4 4 1.50 - F-3
0 4 4 1.50 - F-5
0 4 4.40 1.50 - F-6
0 4.30 4.30 1.50 - F-7
0 3.50 3.50 1.50 - F-8
0 5.00 3.00 1.50 - CF-1
0 4.00 3.90 1.50 - CF-2
0 6.80 3.65 1.50 - SF-1
0 7.00 0.90 1.50 -
Total Sum 47.30 m3
b)Pit excavation up to 3000mm

1 3 2 0.70 4.87 F1
8 2 1 0.70 11.42 F2
0 4 4 0.70 - F3
0 4 3 0.70 - F4
0 4 4 0.70 -
0 4.30 4.30 0.70 -
0 3.50 3.50 0.70 -
0 5.00 3.00 0.70 -
0 4.00 3.90 0.70 -
0 6.80 3.65 0.70 -
0 7.00 0.90 0.70 -
0 0.70 -
Total Sum 16.30 m3

c) Back fill around footing and building

0 273.00 1.00 0.80 - around the bldg

63.59
(6.34) DDT footing
(1.94) DDT column

Total Sum 55.32 m3

e) Back fill under slabs

d) Back fill under HARD CORE

0 1841.00 1.00 0.40 - ax 1-1'

0 236.91 1.00 0.40 -
0 0.40 -
0 0.40 -
0 0.40 -
0 0.40 -
0.40 -
0.40 -
0.40 -
0.40 -
0.40 -
0.40 -
0.40 -
0.40 -
Total Sum - m3

f) Cartaway excavated materials

1.00 0.20 -
-
63.59
(55.32)
-
Total Sum 10.34 m2

g) Hard core
1.00 - block1-& 2
 0 1841.00 1.00 1.00 -
0 236.91 1.00 1.00 -
0 1.00 -
1.00 -
1.00 - block 3
1.00 -
1.00 -
1.00 -
1.00 -
Total Sum - m2

2. CONCRETE WORK
I) Lean Concrete

a) Under beams & slabs

0 1841.00 1.00 1 - block 1& 2

1 - block 3
1 -
1 -
1 -
1 -
1 -
Total Sum - m2

b) Under footing

1 2 2 1.00 5.76 F1
8 1 1 1.00 11.52 F2
0 4 4 1.00 - F3
0 3.20 3.20 1.00 - F4
0 3.90 3.90 1.00 - F5
0 3.80 3.80 1.00 - F6
0 3.00 3.00 1.00 - F7
0 4.50 2.50 1.00 - F8
0 3.50 3.40 1.00 - F9
0 6.30 3.15 1.00 - F10
0 6.50 0.40 1.00 - F11
0 0.00 0.00 1.00 - F12
0 1.00 -
Total Sum 17.28 m2
c) Under masonry wall

0 14.81 0.40 1.00 - GFB 1

 0 15.01 0.40 1.00 - GFB 2
0 8.30 0.40 1.00 - GFB 3
0 18.56 0.40 1.00 - GFB 4
0 20.99 0.40 1.00 - GFB 5
0 18.56 0.40 1.00 - GFB 6
0 10.70 0.40 1.00 - GFB 7
0

Total Sum - m2
Material Density kg/m3 Mixing rate m3 Shrinkage Wastage
Cement 1400 1 0.86 1.33 1.05
Sand 1840 4 0.86 1.33 1.15
Gravel 2250 8 0.86 1.33 1.15

II) Reinforced Concrete in

a) Footing
-
1 2.40 2.40 0.50 2.88 F-1
8 1.20 1.20 0.30 3.46 F-2
0 3.70 3.70 0.70 - F-3
0 3.20 3.20 0.80 - F-5
0 3.90 3.90 0.85 - F-6
0 3.80 3.80 0.80 - F-7
0 3.00 3.00 0.70 - F-8
0 4.50 2.50 0.70 - CF-1
0 3.50 3.40 0.70 - CF-2
0 6.30 3.15 1.00 - SF-1
0 6.50 0.40 1.00 - BEAM
0 5.00 3.00 0.85 - SF-2
0 5.00 0.40 0.90 - BEAM
0 4.10 2.05 0.60 - SF-3
0 4.10 0.50 0.40 - BEAM
0 6.78 4.96 0.25 - MF-1
0 23.48 1.00 0.40 - BEAM
0 -
9 -
Total Sum 6.34 m3

b) Foundation Columns
Block-1
1 0.07 1.00 2.50 0.18 C1
6 0.07 1.00 2.50 1.05 C2
3 0.07 1.00 3.40 0.71 BC 2
0 0.50 0.30 2.50 - C4
0 0.50 0.30 2.50 - C5
 0 0.50 0.30 2.50 - C6
0 0.50 0.30 2.50 - C7
0 0.50 0.30 2.50 - C8
0 0.50 0.30 2.50 - C9
0 0.50 0.30 2.50 - C2'
0 0.50 0.30 2.50 - C2''
0 0.50 0.30 2.50 - C4'
0 0.50 0.30 2.50 - C13
0 2.50

10

Total Sum 1.94 m3

c) Ground floor beam

block -1
0 13.58 0.40 0.25 - GFB 1
0 13.41 0.40 0.25 - GFB 2
0 6.30 0.40 0.25 - GFB 3
0 6.44 0.40 0.25 - GFB 4
0 5.96 0.40 0.40 - GFB 5
0 5.79 0.40 0.40 - GFB 6
0 4.78 0.40 0.40 - GFB 7
0 0.40 -
0 -
0 -
0 -
0 -
0 -
-
Total Sum - m3

d) 30mm thick sharwall

1 3 0 9 8.81
-
-
-
-
-
 Total Sum 8.81 m2
Material Density kg/m3 Mixing rate m3 Shrinkage Wastage
Cement 1400 1 9.16 1.33 1.05
Sand 1840 2 9.16 1.33 1.15
Gravel 2250 3 9.16 1.33 1.15

c) Form work

a) Footing

1 2.40 4.00 0.50 4.80 F1

8 1.20 4.00 0.30 11.52 F2
0 3.70 4.00 0.70 - F3
0 3.20 4.00 0.80 - F4
0 3.90 4.00 0.85 - F5
0 3.80 4.00 0.80 - F6
0 3.00 4.00 0.70 - F7
0 4.50 4.00 0.70 - F8
0 3.50 4.00 0.70 - F9
0 6.30 4.00 1.00 - F10
0 6.50 4.00 1.00 - F11
4.00 - F12
-
Total Sum 16.32 m2

b) Foundation Columns
1 0.07 1.00 2.50 0.49 C1
6 0.07 1.00 2.50 2.94 C2
3 0.07 1.00 3.40 1.85 BC 2
0 0.50 0.30 2.50 0.00 C4
0 0.50 0.30 2.50 0.00 C5
0 0.50 0.30 2.50 0.00 C6
0 0.50 0.30 2.50 0.00 C7
0 0.50 0.30 2.50 0.00 C8
0 0.50 0.30 2.50 0.00 C9
0 0.50 0.30 2.50 0.00 C2'
0.00
Total Sum 5.28 m2

c) Ground floor beam

0 13.58 0.80 0.25 - GFB 1

0 13.41 0.80 0.25 - GFB 2
0 6.30 0.80 0.25 - GFB 3
0 6.44 0.80 0.25 - GFB 4
0 5.96 0.80 0.40 - GFB 5
0 5.79 0.80 0.40 - GFB 6
0 4.78 0.80 0.40 - GFB 7
0 0.00 0.80 0.00 - 0.00
0 0.00 0.00 0.00 - 0.00
0 0.00 0.25 0.00 - 0.00
0 0.00 0.25 0.00 - 0.00
Total Sum - m3

MASONRY WALL (BNGL)

0 14.81 0.60 1.40 - GFB 1

0 15.01 0.60 1.40 - GFB 2
0 8.30 0.60 1.40 - GFB 3
0 18.56 0.60 1.40 - GFB 4
0 20.99 0.60 1.40 - GFB 5
0 18.56 0.60 1.40 - GFB 6
0 10.70 0.60 1.40 - GFB 7
0 0.80 0.60 -

Total Sum - m3
Material Unit Vol./ m 3
m3
Total
Stone m3 1.10 - 0.00
Cement Qtl 1.50 - 0.00
Sand m3 0.37 - 0.00
water Lit. 68.00 - 0.00

MASONRY WALL (ANGL)

0 14.81 0.40 0.20 - GFB 1

0 15.01 0.40 0.20 - GFB 2
0 8.30 0.40 0.20 - GFB 3
0 18.56 0.40 0.20 - GFB 4
0 20.99 0.40 0.20 - GFB 5
0 18.56 0.40 0.20 - GFB 6
0 10.70 0.40 0.20 - GFB 7
0 -
0 -

Total Sum - m3
Material Unit Vol./ m3 m3 Total
Stone m3 1.10 - 0.00
Cement Qtl 1.50 - 0.00
Sand m3 0.37 - 0.00
water Lit. 68.00 - 0.00
 EXPANSION JOINT

0 14.81 1.00 1.00 0.00 2

0 15.01 2.00 1.00 0.00 4
0 8.30 2.00 1.00 0.00 2
0 18.56 1.00 1.00 0.00 3
0 20.99 1.00 1.00 0.00 3
0 18.56 2.00 1.00 0.00
0 10.70 2.00 1.00 0.00
0 0.00
0 0.00
0 0.00

Total Sum - m

B. SUPER STRUCTURE
1. CONCRETE WORK
I) Reinforced Concrete in
a) In elevation columns
block-1
12 0.45 0.45 17.88 43.45 C1
4 0.45 0.45 19.85 16.08 C2
6 0.45 0.45 19.85 24.12 C3
0 0.45 0.45 14.55 - C4
0 0.45 0.45 14.55 - C5
2 0.45 0.45 19.85 8.04 C6
3 0.45 0.45 19.85 12.06 C7
4 0.45 0.45 21.95 17.78 C8
2 0.45 0.45 13.65 5.53 C9
2 0.45 0.45 19.85 8.04 C10
0 0.45 0.45 14.21 - C11
0 0.45 0.45 19.85 - C12
2 0.45 0.45 14.31 5.80 C13
7 0.45 0.45 19.85 28.14 C14
- C15
- C16
- C17
- C18
44 - C19
- C20
Total Sum 169.02 m3

b)Floor beams
Block-1
0 7.85 0.30 0.25 - Fb-1
0 4.88 0.30 0.25 - Fb-1'
 0 16.72 0.30 0.25 - Fb-2
0 3.69 0.30 0.25 - Fb-4
0 4.84 0.30 0.25 - Fb-5
0 4.67 0.30 0.25 - Fb-6
0 4.31 0.30 0.25 - Fb-7
0 4.68 0.30 0.25 - Fb-8
0 4.88 0.30 0.25 - Fb-9
0 38.79 0.20 1.00 - Fb-10
0 19.23 0.20 1.00 - Fb-11
0 0.30 -
0 -
0 -
0 -
-
Total Sum - m3
b)roof beams
Bloock -1
0 6.95 0.30 0.25 - RB 1
0 4.63 0.30 0.25 - RB 2
0 10.75 0.30 0.25 - RB 3
0 5.36 0.30 0.25 - RB 4
0 4.90 0.30 0.25 - RB 5
0 8.87 0.30 0.40 - RB 6
0 2.65 0.30 0.40 - RB 7
0 47.59 0.30 0.40 - RB 8
0.40 - RB 9
0.40 - RB 10
0.40 - RB 11
0.40 - RB 12
0.40 - RB 13
0.40 - RB 14
-
Total Sum - m3

C) floor slab 150mm

0 106.00 1.00 1 - 1&2

0 11.00 1.00 1 - r00f
0 10.00 1.00 1 - wt
0 185.20 1.00 1 -
0 13.85 1.00 1 -
0 1 - 3rd floor
0 72.35 1.00 1 -
0 1 -
1 -
 Total Sum - m3

1.00 - 1st-6th
1.00 -
1.00 -
1.00 -
1.00 -
1.00 -
1.00 -
1.00 -
Total Sum - m3
C)160mm thick roof slab

1.00 - 1st-6th
1.00 -
1.00 -
1.00 -
1.00 -
Total Sum - m3

C)Stair

0 1.55 1.62 0.16 -

0 2.60 1.55 0.16 -
0 2.26 1.32 0.16 -
0 1.50 0.15 0.30 -
0 -
Total Sum - m3
I) form work
a) In elevation columns

12 0.45 0.45 17.88 197.96 C1

4 0.45 0.45 19.85 73.08 C2
6 0.45 0.45 19.85 109.62 C3
2 0.45 0.45 14.55 27.00 C4
0.45 0.45 14.55 0.00 C5
2 0.45 0.45 19.85 36.54 C6
2 0.45 0.45 19.85 36.54 C7
4 0.45 0.45 21.95 80.64 C8
2 0.45 0.45 13.65 25.38 C9
2 0.45 0.45 19.85 36.54 C10
0 0.45 0.45 14.21 0.00
0.45 0.45 19.85
 0.45 0.45 14.31
0.45 0.45 19.85

0
Total Sum 623.30 m2

b)Floor beams

0 7.85 0.30 0.25 - Fb-1

0 4.88 0.30 0.25 - Fb-1'
0 16.72 0.30 0.25 - Fb-2
0 3.69 0.30 0.25 - Fb-4
0 4.84 0.30 0.25 - Fb-5
0 4.67 0.30 0.25 - Fb-6
0 4.31 0.30 0.25 - Fb-7
0 4.68 0.30 0.25 - Fb-8
0 4.88 0.30 0.25 - Fb-9
0 38.79 0.20 1.00 - Fb-10
0 19.23 0.20 1.00 - Fb-11
0 0.00 0.00 0.30 - 0.00
0 0.00 0.00 0.00 - 0.00
0 122.24 0.30 1.00 - at the periferi
-
-
Total Sum - m2
b) roof beams

- 0.00
0 6.95 0.30 0.25 - RB 1
0 4.63 0.30 0.25 - RB 2
0 10.75 0.30 0.25 - RB 3
0 5.36 0.00 0.00 - RB 4
0 4.90 0.00 0.00 - RB 5
0 8.87 0.00 0.00 - RB 6
0 2.65 0.00 0.00 - RB 7
0 47.59 0.30 0.00 - RB 8
0 0.00 0.00 0.00 - RB 9
0 0.00 0.00 0.00 - RB 10
0 0.00 0.00 0.00 - RB 11
0 0.00 0.00 0.40 - RB 12
0 0.00 0.00 0.40 - RB 13
0.00 -
0.00 -
Total Sum - m2

b) Stair seat

-
-
-
- 92
-

Total Sum - m3
2) steel structure size 40x40x2.5 rafter 3
3
2.82 0.00 T-1
2.82 0.00 T-2
2.82 0.00 T-3
2.82 0.00 T-4
2.82 0.00 T-5
2.82 0.00 T-6
2.82 0.00 T-7
2.82 0.00 T-8
Total Sum 0.00 kg

2) steel structure size 50x50x3 rafter

block -1
5.19 0.00 T-1
5.19 0.00 T-2
5.19 0.00 T-3
5.19 0.00 T-4
5.19 0.00 block -2
5.19 0.00 T-1
5.19 0.00 T-2
5.19 0.00 T-3
5.19 0.00 T-4
0.00 T-5
5.19 0.00 block 3
5.19 0.00 T-1
5.19 0.00 T-2
5.19 0.00 T-3
5.19 0.00 T-4
5.19 0.00 T-5
5.19 0.00 T-6
5.19 0.00
 5.19 0.00
Total Sum 0.00 kg
2) steel structure size25x25x2.5 PURLIN
block-1
1.64 1 0.00 p-1
1.64 1 0.00 p-2
1.64 1 0.00 p-3
1 0.00 block-1
1.64 1 0.00 p-1
1.64 1 0.00 p-2
1.64 1 0.00 p-3
1.64 1 0.00 p-4
1.64 1 0.00
1 0.00 block-3
1.64 1 0.00 p-1
1.64 1 0.00 p-2
1.64 1 0.00 p-3
1.64 1 0.00 p-4
1.64 1 0.00 p-5
1.64 1 0.00
Total Sum 0.00 kg
2) ANGLE IRON
0.00 p-1
0.00 p-2
0.00 p-3
0.00 p-4
0.00
0.00
0.00 p-5
0.00 p-6
Total Sum 0.00 kg
9.2 Bolts diam. 16mm L = 400mm

0.00 Pcs T-1

0.00 " T-2
0.00 T-3
0.00 T-5
0.00 " T-6
0.00
Total Sum 0.00 pcs
9.2 Bolts diam. 20mm L = 400mm

0.00 Pcs T-1

0.00 " T-2
0.00 T-4
0.00 " T-6
 0.00
Total Sum 0.00 pcs

Metal Plat size 200x200x5mm

0.00 Pcs T-1

0.00 " T-2
0.00 T-3
0.00 T-4
0.00 " T-5

-
-
Total Sum 0.00 pcs
Metal Plat size 200x200x5mm

0.00 Pcs T-1

0.00 " T-2
0.00 T-4

Total Sum 0.00 pcs

2869 2.3 6599.344

324 13.7 4434.69

549 13.7 7516.642
311 50 15547.5
474 40 18944.8
1446 16 23139.52
76182.496
2197 16 35155.2
220 540 118605.6
 1682 81 136238.76
1404 40 56175.2
4475 7 31321.92
11269 7 78882.72
20084 7 140591.36
10911 7 76375.04
4388 7 30717.12 704062.92

79 540 42422.4
68 540 36957.6
13 540 7257.6
18 540 9849.6
1689 85 143575.2
681 40 27225.6
378 40 15104
264 40 10547.2
7275 7 50925.84
1663 7 11640.16
3204 7 22431.36
14911 7 104378.4
10074 7 70517.02
736 187 137632
128 81 10368 700831.98
0
5580 60 334788
0 334788
2465 70 172569.6
517 30 15513.6
0 188083.2
1230 13.6 16728
820 100.8 82656
718 51.2 36736
0 136120
504 163.2 82252.8
108 54.4 5875.2
1155 25.6 29568
589 25.6 15078.4
0 132774.4
1063 14 14880.88
9688 14 135629.76
20 5500 110000
0 260510.64
9698 10 96979.2
1825 27 49269.6
4370 25 109256
2082 18 37478.16
318 150 47679
373 150 55900.5
282 40 11264
0 407826.46
610 13 7936.11
0 7936.11
1016 28 28448
25 18 441
30 28 840
23 36 828
0 30557
211 14.06 2969.472
96 6.49 623.04
54 8.65 470.56
94 75.7 7121.856
13 14.06 188.9664
10 21.63 207.648
13 22.71 305.2224 11,886.76 11,886.76
2,979,673.21

855 2.3 1967.604

57 13.7 779.256
156 13.7 2136.515
76 50 3808.5
137 40 5484
381 16 6096.16 20272.035

566 16 9051.84
55 540 29646
457 65 29710.2
352 40 14088
1137 7 7958.16
5644 7 39508.56
3742 7 26194.98 156157.74
0
34 540 18500.4
8 540 4082.4
0 22582.8
5 18.56 0.30 1.00 27.84
 10 20.99 0.30 1.00 62.97
5 18.56 0.30 1.00 27.84
5 10.70 0.30 1.00 16.05
134.70

36
5 14.81 0.30 1.00 22.21
15 15.01 0.30 1.00 67.55
5 8.30 0.30 1.00 12.45
5 18.56 0.30 1.00 27.84
10 20.99 0.30 1.00 62.97
5 18.56 0.30 1.00 27.84
5 10.70 0.30 1.00 16.05
236.91
5 18.56 0.30 1.00 27.84
10 20.99 0.30 1.00 62.97
5 18.56 0.30 1.00 27.84
5 10.70 0.30 1.00 16.05
134.70

5 18.56 0.30 1.00 27.84

10 20.99 0.30 1.00 62.97
5 18.56 0.30 1.00 27.84
5 10.70 0.30 1.00 16.05
134.70
3.75 3.95
3.70 3.75
3.67 3.75
3.75 3.96
3.75 3.76

1
2000
2000

295
 48

1.35
1.35
 0.225

207

3.75 3.96
3.75 3.76

2.76 8.0656
1.38 2.84

92 552
24
344
156
 Chemical Store TAKEOFF SHEET

No Length Width Height Total Remark

Block work
20 cm Block work External

0 1090.00 1.00 1.00 0.00 Ground floor 49.61

0 174.92 1.00 1.00 0.00 w-1
0 147.15 1.00 1.00 0.00 wd-1 #REF! 129.86
0 49.00 1.00 1.00 0.00
0 33.00 1.00 1.00 0.00
0 35.00 1.00 1.00 0.00
0 32.00 1.00 1.00 0.00
0 30.00 1.00 1.00 0.00
0 117.00 1.00 1.00 0.00
0 102.00 1.00 1.00 0.00
0 93.00 1.00 1.00 0.00 84
0 13.00 1.00 1.00 0.00 42
0 12.00 1.00 1.00 0.00
0 6.40 6.00 1.00 0.00
0 7.60 27.00 1.00 0.00
0 0.83 35.00 1.00 0.00

0.00
0.00
0.00
20 cm Block work internal
0.00 Ground floor
0 2.80 1.00 3.00 0.00 GF
0 64.56 1.00 3.00 0.00 FF
0 64.56 1.00 3.00 0.00 SF
0 53.98 1.00 1.00 0.00 TF
0 1.85 1.00 1.00 0.00
0 5.60 1.00 1.00 0.00
0 14.86 1.00 1.00 0.00
0 8.44 1.00 1.00 0.00 1st -2nd
0 6.75 1.00 1.00 0.00
0 16.96 1.00 1.00 0.00 1st-6th
0 14.88 1.00 1.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
 0.00 5.25
15 cm Block work internal
Ground
0.00 power data
0 16.27 1.00 3.00 0.00 itc
0 10.68 1.00 3.00 0.00
0 24.44 1.00 3.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
10 cm Block work internal

0 5.72 1.00 3.00 0.00 toilet

0 5.93 1.00 3.00 0.00
0 6.31 1.00 3.00 0.00
0.00
0.00
0.00
0.00
0.00
ceramic floor
n a m
0 2.00 3.00 1.00 0.00 toile
0 1.75 2.99 0.00 toile
0 1.97 2.50 0.00 toile
0 1.58 2.07 0.00 toile
0 1.80 1.70 0.00 toile
0 3.08 0.00 0.00 toile

0.00
terrazo floor
n a m
0 4 4 0.00
0 2 2 0.00 toile
0 3 3 0.00 toile
0 3 3 0.00 toile
0 2 1 0.00 toile
0 3 0 0.00 toile
0
0
0.00
 woodn parqute
0.00 ground
0 5.09 3.74 1.00 0.00 corridor
0 2.13 3.80 1.00 0.00
0 2.01 1.69 1.00 0.00 lobby
0 3.06 3.73 1.00 0.00 3rd corr
0 3.79 2.41 1.00 0.00
0 6.72 5.78 1.00 0.00
0 3.82 2.48 1.00 0.00
0 2.58 3.19 2.00 0.00
0 0.00
0.00
0.00
0.00
pvc floor tile

0.00 Ground floor

0 5.15 4.52 0.00 0.00 ax a-b
0 5.15 2.28 0.00 0.00
0 5.15 2.89 0.00 0.00
0 5.15 4.90 0.00 0.00 1700
0 5.15 4.90 0.00 0.00
0 5.15 4.60 0.00 0.00
0 5.15 5.37 0.00 0.00
0 4.80 5.00 0.00 0.00
0 4.80 4.80 0.00 0.00 ax c-d
0 4.80 4.90 0.00 0.00
0 4.80 4.90 0.00 0.00
0 4.80 2.10 0.00 0.00
0 4.80 4.90 0.00 0.00
0 5.15 4.52 0.00 0.00 ax e-f
0 5.15 2.28 0.00 0.00
0 5.15 2.90 0.00 0.00
0 5.15 4.90 0.00 0.00
0 5.15 4.90 0.00 0.00
0 5.15 7.20 0.00 0.00
0 4.80 5.00 0.00 0.00 g-h
0 4.80 4.90 0.00 0.00
0 4.80 4.90 0.00 0.00
0 4.80 4.90 0.00 0.00
0 4.80 4.65 0.00 0.00
0 161.00 1.00 0.00 0.00 cafteria
0 168.00 1.00 0.00 0.00 office pool
0 122.67 1.00 0.00 0.00 office pool
0 1.00 0.00 0.00 3rd
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Pvc skirting
0 5.15 4.52 0.00 0.00 ax a-b
0 5.15 2.28 0.00 0.00
0 5.15 2.89 0.00 0.00
0 5.15 4.90 0.00 0.00 1700
0 5.15 4.90 0.00 0.00
0 5.15 4.60 0.00 0.00
0 5.15 5.37 0.00 0.00
0 4.80 5.00 0.00 0.00
0 4.80 4.80 0.00 0.00 ax c-d
0 4.80 4.90 0.00 0.00
0 4.80 4.90 0.00 0.00
0 4.80 2.10 0.00 0.00
0 4.80 4.90 0.00 0.00
0 5.15 4.52 0.00 0.00 ax e-f
0 5.15 2.28 0.00 0.00
0 5.15 2.90 0.00 0.00
0 5.15 4.90 0.00 0.00
0 5.15 4.90 0.00 0.00
0 5.15 7.20 0.00 0.00
0 4.80 5.00 0.00 0.00 g-h
0 4.80 4.90 0.00 0.00
0 4.80 4.90 0.00 0.00
0 4.80 4.90 0.00 0.00
0 4.80 4.65 0.00 0.00
0 58.00 1.00 0.00 0.00 cafteria
0 58.00 1.00 0.00 0.00 office pool
0 41.00 1.00 0.00 0.00 office pool
0 29.00 1.00 0.00 0.00 dressig
0 0.00 0.00
0 0.00 0.00
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
marble skirting
0 34.84 1.55 3.00 0.00 corridor
0 14.86 1.76 3.00 0.00
0 41.26 1.00 1.00 0.00 lobby
0 20.45 1.80 1.00 0.00 3rd corr
0 6.00 1.55 1.00 0.00
0 3.12 2.00 1.00 0.00
0 0.00
0 0.00
0 0.00
0 0.00
0 0.00
0.00
Ceramic wall
0 10.03 1.80 1.00 0.00 corridor
0 29.20 1.80 1.00 0.00
0 5.18 1.80 3.00 0.00 lobby
0 3.84 1.80 3.00 0.00 3rd corr
0 5.94 1.80 3.00 0.00
0 2.29 1.80 3.00 0.00
0 9.48 1.80 1.00 0.00
0 5.22 1.80 1.00 0.00
0 7.86 1.80 1.00 0.00
0.00
0.00
0.00
Roofing CIS
0.00
0 1.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
Flat roof
0 1.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
gutter

0 26.99 1.00 0.00 W-1

0 25.30 1.00 0.00 W-2
0 0.00 W-3 84
0 0.00 W-4 42
0 0.00 W-5

0.00
Glazing 4mm thick cear glass

0.00 W-1
0.00 W-2
0.00 W-3 84
0.00 W-4 42
0.00 W-5

0.00
 window cill TERAZO

0.00 W-1
0.00 W-1
0.00 W-2
0.00 W-3 84
0.00 W-4 42
0.00 W-5
0.00 W-7
0.00 W-8
0.00 TW-1 -2.8
0.00
0.00
Total 0.00
Gutter develop 1340mm
0.00
0.00
0.00
0.00
0.00
1.5mm thick sheet metal faciabord
0.00
0.00
0.00
0.00
0.00
copping 400

0.00
0.00
0.00
Concrete roof

0.00
0.00
0.00
0.00
cis -32

0.00
0.00
0.00
0.00
152.42