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PROJECT:- Sinamba kidm medebegna/ 07/ school CONTRACTOR:- Shewa G.C

LOCATION:- Mehalemida CONSULTANT:- Menze gera worda education office
CLIENT:-ANRS Education bearue
Block :-
Class
Room -1
No Size Qty Description No Size Qty Description
A. Sub structure 1 28.84 On Axis 2'
1.Exacvation & Earth Work 0.25 L=29.84 +0.25*2 -0.50*3=28.84
1.1/ Site Celaring 1.38 9.95
l=29.84+2.40=32.24 4 5.15 - on Axis A&I
w=7.8+2.40=10.20 0.25 - L=7.80-0.95-1.7=5.15
1.38 7.11
0.00 m2 6 4.70 - On axis C,E&G
1.2/Bulk excavation 0.25 - L=6.60-0.95*2=4.70
0.70 4.94
18 0.95
1.70
0.00 m3 1.70 49.42
1.3 Trench excavation -18 1.20 -
Along axis 1,2&3 /A-I 1.20
L=29.84+0.5=30.34 0.30 (7.78)
-18 1.20 -
0.00 1.20
Along axis A,E&I -I/1-3/ 0.05 (1.30)
L=7.80+0.25*2-1.7-.85-0.35=5.40 84.03

L=6.60-0.85*2=4.90 1.6 Cart away

L=29.84+0.5=30.34-0.85*2-1.7*7=17m 0.00 m3 from site clearing

0.00 m3 from bulk excavation
0.00 m3 from trench excavation
m3 0.00 m3 from footing pads excavation
1.4/ a)Excavation for footin foundation

- m3

27.34 1.5/a/Fill under hard core

5.60
0.50
76.55 0.00 Total volume cart away soil
28.34 - 1.8/ Hard core
0.70 - 4 7.21 Along axis A-I /1-2
0.53 10.51 6.20 L=7.21-0.4= 6.81m
87.07 Total volume of back fill under hard core 178.81 W=6.2 -0.4 = 5.8m
30.34 1.6/Around foundation&masonry
1 /Along axis 2' 29.84 Ditto but for verenda
0.25 L=29.80+0.25*2=30.34 0.50 L = 29.84
1.38 10.47 14.92 W= 1.2
4 16.04 - Along axis 1&2/A-I/ 193.73 total volume of hard core
0.25 - L=29.84-0.95*2-1.7*7=16.04
0.70 11.23
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 Take Off Sheet

PROJECT:- Sinamba kidm medebegna/ 07/ school CONTRACTOR:- Shewa G.C

LOCATION:- Mehalemida CONSULTANT:- Menze gera worda education office
CLIENT:-ANRS Education bearue
Block :- Class Room -1
No Size Qty Description No Size Qty Description
3/ Concrete Work 3 7.4
3.1/5cm thick Lean concrete c-5,150kg cment/m2 0.2
18 0.53 a/ footing foundation 0.18
1.20 0.80
11.45 m2 Total area of lean concrete footing pads 2 6.20
0.20
Along axis 1&2/A-I 0.18
3 29.84 L=29.84m 0.45
0.46
41.18 m2 4.83 total volum of concrete in grade beam
2 5.60 Along axis A-I/1-2 3.4. Provide , cut & fix zigba
0.40 L=6.6-0.5*2= 5.6m wood form work
4.48 m2 18 a/ For footing pads
3 6.80 Along axis A,E&I/1-2 4 1.20
0.49 L=7.80-0.50*3=6.80m 0.13
10.00 11.23 total area of formwork for pads
55.66 total area of lean concrete under masonry wall b/ for foundation columns
3.3.4 Reinforced concrte C-20, 18 1.20
a) 10cm thick ground floor slab 2 0.20
Along axis A-I /1-2 8.64
4 7.21 L=7.41-0.2= 7.21m 18 1.20
6.20 W=6.8-0.2 = 6.40m 2 0.25
178.81 10.80
Ditto but for verenda
29.84 L = 29.84 19.44 total area of formwork for columns
1.20 W= 1.2 2 29.84 c/ for grade beam
35.81 0.20 Along axis 1&2/A-I
214.62 total area of concrete for 10cm thick slab 11.94 L=29.84m
2 28.84
3.3 R.C concrete C-25 ,360kg cement/m3 0.20 m2
18 1.10 a/ for footing pads 11.54 Along axis A-I/1-2
1.15 2 29.24
0.15 0.20
3.42 total volume of concrete forpads 11.696 m2
18 1.35 b/For foundation column 2 7.80 Along axis A-I/1-2
0.20 0.20 L= 6.6 + 1.2 = 7.8m
0.20 3.12
0.97 total volume of concrete for columns
2 29.84 c/ in Grade beam 4 7.2 m2
0.2 0.18 5.18 Along axis A-I/1-2
0.3
3.58
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PROJECT:- Sinamba kidm medebegna/ 07/ school CONTRACTOR:- Shewa G.C
LOCATION:- Mehalemida CONSULTANT:- Menze gera worda education office
CLIENT:-ANRS Education bearue
Block :- Class Room -1
No Size Qty Description No Size Qty Description
4 6.2
0.2 On axis C&G
4.96 2 5.80 L=6.60-0.40*2=5.80
48.43 total area of formwork for grade beam 0.50
3.5 steel reinforcement cut, bend and placed 1
in position. 5.80
a/ 6mm plain bars 60.76 Total Volume of stone masonry above NGL
191.16 kg 2.03/ Steps & ramps
4 1.50 heightof Riser
b/8 mm deformed bars 0.18 1.08
870.31 kg 12 1.60 Rampes
c/12 mm deformed bars 0.18 3.46
1,189.19 kg 12 1.8
2/ Masonry Work 0.18 3.89
2.1/50 cm wide stone masonry 8.42 Total Volume of stone masonry stair
below NGL B.SUPER STRUCTURE
3 29.84 Along axis 1,2& 3 /A-I 4. Concrete work
0.50 L=29.84m 4.1 R.C concrte C-25,for elev. Column
1.45 23 0.20
64.90 m 3
0.20
3 6.80 Along axis A,E&I/1-2 3.00
0.50 L=7.80-0.40*3=6.60m 2.76 total volume of concrete for elev. column
1.43 2 29.84 c/ R.C top tie beam
14.59 m 3
0.20
On axis C&G 0.20
2 5.80 L=6.60-0.40*2=5.80 2.39
0.50 5 6.2
1.43 0.20
8.29 0.20
87.78 Total Volume of stone masonrybelow NGL 1.24
3.63 total volume of concrete for T0p tie beam
2.2. 50 cm wide stone masonry 4.2/ steel reinforcement cut, bend and placed
above NGL in position.
3 29.84 Along axis 1,2& 3 /A-I a/ 6mm plain bars
0.50 L=29.84m 172.34 kg
1.00
44.76 m3 b/8 mm deformed bars
3 6.80 Along axis A,E&I/1-2 kg
0.50 L=7.80-0.40*3=6.60m c/12 mm deformed bars
1.00 716.58 kg
10.20 m3

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PROJECT:- Sinamba kidm medebegna/ 07/ school CONTRACTOR:- Shewa G.C
LOCATION:- Mehalemida CONSULTANT:- Menze gera worda education office
CLIENT:-ANRS Education bearue Block :- Class Room -1
No Size Qty Description No Size Qty Description
4.3/ Provide , cut & fix zigba
wood form wor 6.0 Roofing Work
23 3.00 a). Elevation column 6.1 G-32 Roof Cover
2 0.25
34.50 31.23 l=29.84+1.4=31.24
23 3.00 - 9.00 l=7.8.0+1.2=9.
2 0.20 - 281.07
27.60
62.10 Total of item 4.3/(a)
b). Top tie beam 18 4.00 6.2/ 110 mm dia pvc down pipe
6 29.84 on axis 1&2
0.20 ml
35.81
28.84 - on axis 1&2 internal 6.3/ supply & fix G-28galvanzed flat sheet
0.20 - 2 31.24 metal gutter
-
2 28.84 - on axis 1&2 bottom
0.20 -
11.54
2 6.80 - on axis A&I
0.20 -
2.72
8 6.60 - on axis A&I Internal
0.22 -
11.62
6 6.60 - on axis A&I bottom 7.0) Carpentary and Joinery Work
0.21 -
8.32 Truss type -1
70.00 Total of item 4.3/(c)
Horizontal member
16 1.72 d). 6cm*25cm window sill 25 9.00 225.00 L=9.20
0.25 - Rafter lengh =4.602+1.42= 4.81
6.88 Total of item 4.3(d) 51 4.72 240.72
2 28.04 5/ HCB WALL -
3.00 5.1/ 20*20*40Cm HCB wall bedded in r 465.72 ml
168.24 cement morta long axis B/ Diagonal & vertical member
5 6.20 -
3.00 - H=0.65 H=0.25
93.00 Gebel wall 32 18.42 Total length of Vertical& Diagonal=
2 5.36 10.72 3.3*0.65+3.3*0.55*0.5+3.3*.25+3.3*0.95*0.50= 589.44 ml
- Area=5.36m2
1 29.84 - on axis 2
0.65 19.40
1 29.84 on axis 1
0.22 6.56
(48.72) Window size 1.45*2.10*16=48.72
(8.00) Top window 2.00*0.50*8=8.0
 (10.00) Door size 0.90*3*4=10.80
231.20 M2 Total of item5.1 Site Supervisor

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PROJECT:- Sinamba kidm medebegna/ 07/ school CONTRACTOR:- Shewa G.C
LOCATION:- Mehalemida CONSULTANT:- Menze gera worda education office
CLIENT:-ANRS Education bearue
Block :- Class Room -1
No Size Qty Description No Size Qty Description

12 33.82 C/ 5*7cm zigba purline 8.Metal Work

9/2/.9+1=6 All metal doors and Windows
405.84 ml are made from LTZ
D/ 20*2.5cm kerero facia board 8.1/ Metal Doors
2 31.24 Door Type0.90x3.00m
62.48
4 5.30 - Pcs
21.20 Pcs Total Volume
83.68 ml
8.2/ Windows
E/ 8mm thick chipwood ceiling Windows type a). 145*210cm
4 7.21 pcs Total
6.4 pcs b). 200*50cm
pcs Total volume
1 1.2
29.84 8.3/ 60*60*3mm SHS /RHS

pcs Total volume

Total of item 7.1 (E) 8.4/ 4mm gauge ventilition wire

mesh at gable side
pcs
F/ 0.4mm thick Ribbed sheet
2 29.84 ceiling under eave
0.60

4 4.85
0.60

0.00 Total of item 7.1(F)

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PROJECT:- Sinamba kidm medebegna/ 07/ school CONTRACTOR:- Shewa G.C
LOCATION:- Mehalemida CONSULTANT:- Menze gera worda education office
CLIENT:-ANRS Education bearue
Block :- Class Room -1

No Size Qty Description No Size Qty Description

9.Finshing 9.2/ apply twocoats of plastring &one
9.01/ Apply three coats of plastring with
cement tyroline rendered wall surfaces
mortar 1.3 price including per-cleaning 1 28.04
&prepartion of the surface 3.00
a). internal walls 84.12
4 29.14 perimeter=6.6*2+7.97*2=29.14 2 6.60 -
3.20 3.00 -
372.99 39.60 H=0.65 H=0.25
Deduct to opening - Parapet wall
-48.00 1.5*2.0*16=48 2 5.36 - (3.3*0.65)+(3.3*0.55*0.5)+(3.3*0.25)+(3.3*0.95*0.50)=
-8.00 2.0*0.5*8 =8.0 10.72 Area=5.36m2
-10.08 0.90*2.8*4=10.08 -16 1.45 -
306.91 Total of item 9.01(a) 1.90 -
1 29.84 b). External wall surface in verendah (44.08)
3.20
95.49 90.36 Total of item 9.2
2 29.84 FB grade beam a/ Apply cement morter pointing
0.30 80.56
17.90 0.56
2 7.8 45.11 Total of item 9.2(a)
0.3 b/ Apply deep pointing b/n wall, beam&
4.68 column
16 3.00 - column 2 29.84 G.B On axis
0.20 - 59.68
9.60 2 6.6 -
- Toptie beam 13.20
1 29.84 - 34 3 - Elevation column
0.20 - 102.00
5.97 32 1.1 -
2 6.60 - Gable side 35.20
0.20 - 34 2.00
2.64 68.00
- Door & window edges -
- L=1.45*2+2.10*2=7.10 5 4.84 - Top tie Beam on axis
- 24.20
8 5.00 - 3 12.04 - Front
0.25 - L=2*2+0.50*2=5.0m 36.12
10.00 7 6.20 - Gable side
- 43.40
6.90 L=3*2+0.90=6.90 12 6.20 - internal Gabele
0.25 74.40
456.20 Total of item 9.02(B)
0.00
-4 0.90 Deduction of opening
 2.80
-10.08
-8 2.00
0.50 (8.00)
128.20 Total of item 9.01(a)

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PROJECT:- Sinamba kidm medebegna/ 07/ school CONTRACTOR:- Shewa G.C
LOCATION:- Mehalemida CONSULTANT:- Menze gera worda education office
CLIENT:-ANRS Education bearue
Block :- Class Room -1

No Size Qty Description No Size Qty Description

9.3/ 20x20cm polished terrazzo
4 7.21 tile flooring
6.40
Class room
1 29.84
1.20
Verendah
4 0.90
0.20
Under door

0.00 Total of item 10.1

9.4 /10cm high cement tile skirting

4 26.82 Class room

1 29.84 In verendah

4 0.90
- Total of item 10.2

9.5/ supply& Fix trrazzo tile window sill

9.6/50*50* 80cm wide precast concret

Pavement with corve stone 0.20
2 31.63
1.20 75.91
2 8.50 Gable side
1.20
20.40

96.31 Total of item 9.6

3.00 9.7/ Apply 3.00*1.50m &3cm thick
1.50 4pcs cement screed plastring
 9.8/ concret diam 50cm half open
chanal around building
2 32.6 65.2
2 10 20
85.20 Total of item 9.8

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 bill of quantiy
PROJECT:- Sinamba kidm medebegna/ 07/ school CONTRACTOR:- Shewa G.C
LOCATION:- Mehalemida CONSULTANT:- Menze gera worda education offic
CLIENT:-ANRS Education buearue
Class Room -1
ተራ ብዛት Sub Total Amount
ነጠላ ዋጋ
ቁጥር መግለጫ መለኪያ Quantity ብር
Item Description Unit የውለታ የተሰራው Unit Price Contract Executed
No Contract Executed Birr
A SUB STRUCTURE
1.Excavation and Earth work
Clear the site to remove the top soll to an average depth of
1.10 20 355.49
cm. - -
m2
Bulk excavation to reduce levels to a depth of 80cm
1.20 starthing 167.75
from reduced G.L.(p.Q) - -
m3
Excavate for foundation trenches in ordinary soil to a depth
1.30 not exceeding 150 cm, afte bulk

a).in ordinary soil m3 75.95 - -

b). In soft rock m3
Excavate for footing foundation not exceeding to a depth
1.40 2700mm deep starting from reduced ground level - -

a).in ordinary soil m3 34.68 - -

b). In soft rock m3 17.34
c). In hard rock m3 5.70

Fill around masonary foundation & under hard core with

granular material approved by the engineer imported from 87.23 87.07
1.50 outside /quary/ and compact in layers not exceeding 20 cm 50.00 4,361.50 4,353.50
thick.
m3
b/Ditto 1.5 but for footing foundation& around stone
masonry 84.15 84.03 50.00 4,207.50 4,201.50
m 3

Cart away surplus excavated material and deposit at a 370.24

1.60 distance not exceeding 1 km from the site. - -
m3
25 cm thick basaltic or equivalent stone hard core, well 193.88
1.80 rolled, consolidated and blinded with crushed stone 193.73 250.00 48,470.00 48,432.50
m2
Totall Carried to summary 57,039.00 56,987.50
2. Concrete work
2.10 5 cm thick lean concrete c-5, 150 kg cement/m 3 of
concrete, under masonary foundation wall.
a/ under footing pad m2 11.52 11.45 100.00 1,152.00 1,145.00
b/ under masonary foundation wall m2 55.82 55.66 100.00 5,582.00 5,566.00
c/ In 10 cm thick R.C class C-20,320 kg cement/ m3 floor
slab
m 2
214.62 - -
2.30 Reinforced concrete, class C-25, 360 kg cement/ m3 of concrete,
filled into form work and vibrated around reinforcement. Form
work and reinforcement measured Separately.

a/ In footing pad m3 3.46 3.42 2,500.00 8,650.00 8,550.00

b/ In footing column m3 0.99 0.97 2,800.00 2,772.00 2,716.00
 c/ In R.C. grade beam m3 4.86 4.80 2,800.00 13,608.00 13,440.00
2.40 Provide, cut and fix in position sawn zigba form work or
equivalent, to sides of foundation ground beam.

a/ Ditto but for footing pad m2 11.52 11.23 500.00 5,760.00 5,615.00
b/ Ditto but for footing column m 2
19.84 19.44 80.00 1,587.20 1,555.20
c/ Ditto but for grade beam m 2
48.42 48.43 80.00 3,873.60 3,874.40
2.50 Steel reinforcement according to drawings,cut bent and placed in
position. Unit price shall include cutting bending placing in
position and tying wire.

a/ 6mm plain bars kg 194.41 191.16 40.00 7,776.40 7,646.40

b/8 mm deformed bars kg 870.93 870.31 40.00 34,837.20 34,812.40
c/12 mm deformed bars kg 1,189.33 1,189.19 40.00 47,573.20 47,567.60
Totall Carried to summary 133,171.60 132,488.00
3. Masonary work
3.10
50 cm thick hard basaltic or equivalent stone masonary
foundation wall below NGL, bedded and jointed in cement 87.78 87.78 700.00 61,446.00 61,446.00
mortar 1:4
m 3

3.20 50 cm thick hard tyachytic stone masonary foundation wall

above ground level, bedded and jointed in cement mortar 1:4 61.45 60.76 500.00 30,725.00 30,380.00
m3
3.30 ditto but for steps and Ramps.The price include plastering
and 3cm thick cement screed for ramps 8.54 8.42 500.00 4,270.00 4,210.00
m3
Totall Carried to summary 96,441.00 96,036.00
B. Super Structure
4.Concrete work
Reinforced concrete Class C-25 filled into form
work and vibrated around reinforcement bars. Form
4.10
work and reinforcement measured Separately.

a) In Elevation Column m3 2.76 2.76 2,000.00 5,520.00 5,520.00

b) In Top Tie beam m3 3.63 3.63 2,000.00 7,260.00 7,260.00
c) 6*25cm window sill. m3 - -
Provide, cut and fix in position sawn zigba wood form
4.20 work or equivalent for: -

a/ elevation column m2 62.21 62.10 50.00 3,110.50 3,105.00

b/ top tie beams m2 70.13 70.00 50.00 3,506.50 3,500.00
C/ 6cm*25cm window sill. ml 6.91 6.88 50.00 345.50 344.00
Steel reinforcement , cut bent and placed in position.
Unit price shall include cutting bending placing in
4.30 position and tying wire. -

a) ø 6 mm plain bars kg 173.90 173.90 40.00 6,956.00 6,956.00

b) ø 12 mm plain bars kg 716.70 716.58 25.00 17,917.50 17,914.50
Totall Carried to summary 44,616.00 44,599.50
5. Hollow Cencrete Block Work
20x20x40 cm concrete hollow block wall clas B bed deed
5.10 in cement mortar 1:3 Internal walls are left for plastering m2 230.00 231.20 400.00 92,000.00 92,480.00
and external walls are left for Rendering.
Totall Carried to summary 92,000.00 92,480.00
6. Roofing
 G-32 galvanized corrugated steel sheet roofing, tied to 5x7 cm
zigba purlins at c/c 90 cm and 10-12 cm eucalypturs trusses.
Each shall be firmly fixed with Ø8mm plain bar to concrete tie m2 281.00 281.07 220.00 61,820.00 61,835.40
beam and column. All done according to roof truss drawing. 28
flat metal roof ridge cover and three coats of wood presevative
paint to all truss members and roof purlins. Horizontal projection
of roof area shall be taken for measurement.

6.20 110 mm dia pvc of two coated plastic enapel painted ml 63.00 - - -
down pipe

6.30 supply & fix G-28galvanzed flat sheet metal gutter of ml 63.00 - - -
development length 60cm
Totall Carried to summary 61,820.00 61,835.40
7. Carpentry and joinery
All structural members shall be well seasoned, Straight and free
of any harmful defects. Each truss joint shall be connected and
7.10 with band iron and truss shall be firmly fixed to concrete top tie
beam with Ø6 mm plan bars

a/ 10-12 cm eucalyptus lower and upper member ml 466.00 465.72 10.00 4,660.00 4,657.20
b/ 8-10 cm eucalyptus bracing and internal member ml 590.00 589.44 10.00 5,900.00 5,894.40
c/ 5x7 cm Zigba purlin ml 406.00 405.84 10.00 4,060.00 4,058.40

E/ 8 mm chipwood ceiling, devided in to 60x120cm

panels, with 1cm recess between joints, fixed to 5x4cm m2 193.88 -
sawn zigba wood battens in both directions, including - -
2x4cm tid or equivalent corner ceiling list.
7.20

F/ 0.4mm thick ribbed sheet ceilling under eaves, unit price

shall include 5*4cm sawn zigba wood battens with c/c
7.30 spacing m2 48.62 -
of 60cm both ways corner list and all other - -
necessary accessaries.

D/ Supply and fix 0.2 cm thick and 20cm width kararo or

equivalent fascia board including 3 coats of weather
7.40 resistant oil paint. ml 83.78 83.68 60.00 5,026.80 5,020.80

Totall Carried to summary 14,620.00 14,610.00

8. Metal work

All metal doors and windows shall be fabricated from

locally manufactured frame LTZ, 1profile
38mmx38mmx1.25mm, with the necessary iron mongry,
accessories and 3 coats synthetic enamel paint.

8.10 Type door , size 90x300cm no 4.00 - -

steel windows, as indicated on the door and window
schedule, window size, a/ W3, size no
145*210cm
16.00 - -
b/ W5, size 50*200cm no 8.00 - -
8.30
Rectangular hollow section steel pipe, verndah post
size 60*60*3mm thick and length = 3.5m, RHS price
include one coat of antirust and three coats of centetic
enamail paint, as shown on the drawing.
no 9.00 - -
4mm gauge ventillation wire mesh at gable sides as per
8.40 the no
drawing. 2.00 - -
Totall Carried to summary - -
9. Plastering and pointing
Apply three coats of cement mortar plaster 1:3 ratio to all
9.10 internal walls and external walls, columns and beams - -
 a).to internal wall m2 307.00 306.91 100.00 30,700.00 30,691.00
b).to external wall surface ,column & FGB surface m2 128.49 128.20 100.00 12,849.00 12,820.00
c). Apply two coats of plastering in cement mortar 1:3 to all m2
external HCB wall with one coat of tyrolin rendering. 90.12 90.36 100.00 9,012.00 9,036.00
9.20 Apply pointing to -
a). Apply cement mortar pointing with 1:3 ratio to all m2
exposed stone masonry above NGL. 45.60 45.11 50.00 2,280.00 2,255.50
b). apply deep pointing b/n wall , beam & column to with ml
cement sand mortar 1:3 ratio 456.50 456.20 20.00 9,130.00 9,124.00
20x20*2cm polished terrazzo flooring tile , bedded and
jointed in cement mortar 1:3 for class room stair tread m2
&landing , price shall be approved by the designer (class
9.30 B). 200.42 - -
terrazzo tile skirting 10cm high to stuck wall with cemnt ml -
9.40 mortar past backing 134.00 -
Supply &fix terrazoo tile window sill size 30*2cm bedded in
cement morter 1.3 .Price shall include mortar bedded & ml -
finshing work
9.50 42.80 -
9.60
50*50*80 cm precast concret Pavement bedded in
cement sand mortar. all around the building bedded on m2
compacted granular material imported from outside.Price
shall include 10cm thick red ash & excavation
96.43 96.31 100.00 9,643.00 9,631.00
9.70
Applly 3.00*1.5m &3cm thick cement screed plastring 1.3
of block board to smoth finsh price including foxing of no
chiken wire mesh under the plastring daster &chok holder
price shall include other related works.
4.00 4.00 1,000.00 4,000.00 4,000.00
9.80 constract diamter 50cm half open chanal all round the
building on 10cm red ash base wall paper with approved ml
adhasive color & quality should be approved by the
engineer. 85.20 85.20 200.00 17,040.00 17,040.00
Totall Carried to summary 94,654.00 94,597.50

Perepared by --------------------------------------------------------- checked by --------------------

Signture ------------------------------------- Signture -------------------------------------
date ----------------------------------------- date -----------------------------------------
 Statement of Summary
PROJECT:- Sinamba kidm medebegna/07/ school CONTRACTOR:- Shewa G.C
LOCATION:- Mehalemida CONSULTANT:- Menze gera worda education office
CLIENT:-ANRS Education bearue Block :- Class Room -1

ተራ ድምር በከፊል (ብር) ድምር (ብር)

ቁጥር መግለጫ Sub Total (Birr) Total (Birr)
Item Description የውለታ የተሰራው የውለታ የተሰራው
No Contract Executed Contract Executed
A. SUBSTRUCTURE
1 Excavation and Earth work 57,039.00 56,987.50
2 Concret Work 133,171.60 132,488.00
3 Masonry work 96,441.00 96,036.00
Sub Total (A) 286,651.60 285,511.50 286,651.60 285,511.50
B. Supstructure
4 Concret Work 44,616.00 44,193.10
5 Hollow Block Work 92,000.00 92,480.00
6 Roofing Work 61,820.00 61,835.40
7 Carpentery & Joinery 14,620.00 14,610.00
8 Metal work
9 Finshing 94,654.00 94,597.50
10 Glazing
11 Painting
12 Electrical Installation
Sub Total (B) 307,710.00 307,716.00 307,710.00 307,716.00
Total (A+B) 594,361.60 593,227.50

Contractor Supervisor
Perepared by --------------------------------------------------------- checked by --------------------
Signture ------------------------------------- Signture ----------------------------
date ----------------------------------------- date-----------------------------------
 --------
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 CONTRACTOR:- Shewa G.C
Bar Schedule for Grade Beam
CONTRACTOR:- Shewa G.C
CONSULTANT:- Menze gera worda education office
Block :- Class Room -1
Bar Dia No of No of Total No Length Total Ø6 Ø 8 mm Ø 10 Ø12 Ø14 mm Ø16mm
shape Bars mem. of Bars of Bars length mm mm mm
12 8 18 144 1.75 252 - - - 252.00 - -
12 8 18 144 1.75 252 - - - 252.00 - -
- - - - - - - -
12 2 3 6 11.73 70.38 - - - 70.38 - -
12 2 3 6 11.76 70.56 - - - 70.56 - -
12 2 3 6 9.90 59.4 - - - 59.40 - -
12 2 3 6 11.43 68.58 - - - 68.58 - -
12 2 3 6 11.59 69.54 - - - 69.54 - -
12 2 3 6 7.72 46.32 - - - 46.32 - -
6 20 24 480 0.90 432 432.00 - - - - -
12 2 3 6 8.50 51 - - - 51.00 - -
12 2 3 6 8.00 48 - - - 48.00 - -
6 42 3 126 0.90 113.4 113.40 - - - - -
12 2 2 4 7.25 29 - - - 29.00 - -
12 2 2 4 6.80 27.2 - - - 27.20 - -
6 35 2 70 0.90 63 63.00 - - - - -
12 4 18 72 4.10 295.2 - - - 295.20 - -
6 19 19 361 0.70 252.7 252.70 - - - - -
0 - - - -
Total length (m) 861.1 - - 1,339.2 - -
Weight (Kg/m) 0.222 0.395 0.617 0.888 1.21 1.58
Total Weight(kg) 191.16 0 0 1,189.19 - -
supervisor
 CONTRACTOR:- Shewa G.C
Bar Schedule for Grade Beam
CONTRACTOR:- Shewa G.C
CONSULTANT:- Menze gera worda education office
Block :- Class Room -1
Bar
Dia No of No of Total No Length Total Ø6 Ø 8 mm Ø 10 Ø12 Ø14 mm Ø16mm
shape
Bars mem. of Bars of Bars length mm mm mm
8 30 4 120 7.21 865.2 - 865.20 - - - -
8 32 4 128 6.60 844.8 - 844.80 - - - -
8 7 3 21 14.92 313.32 - 313.32 - - - -
8 150 1 150 1.20 180 - 180.00 - - - -
0 - - - - - -

0 - - - - - -
- - - - - -
- - - - - -
- - - - - -
- - - - - -
Total length (m) - 2,203.3 - - - -
Weight (Kg/m) 0.222 0.395 0.617 0.888 1.21 1.58
Total Weight(kg) 0 870.31 0 - 0 0
Grand Total 191.16 870.31 - 1,189.19 - -
supervisor
 CONTRACTOR:- Shewa G.C
Bar Schedule for Elevation columns
CONTRACTOR:- Shewa G.C
CONSULTANT:- Menze gera worda education office
Block :- Class Room -1
Bar shape Dia No of No of Total No Length Total Ø6 Ø 8 mm Ø 10 Ø12 Ø14 mm Ø16mm
Bars mem. of Bars of Bars length mm mm mm
12 4 23 92 4.150 381.8 - - - 381.80 - -
6 23 23 529 0.700 370.3 370.30 - - - - -
12 2 2 4 15.22 60.88 - - - 60.88
12 2 2 4 15.22 60.88 - - - 60.88
12 2 2 4 9.80 39.2 - - - 39.20
12 2 2 4 11.25 45 - - - 45.00
12 2 2 4 11.75 47 - - - 47.00
12 2 2 4 7.80 31.2 - - - 31.20
6 160 2 320 0.70 224 224.00 - - -
12 2 5 10 7.20 72 - - - 72.00
12 2 5 10 6.90 69 - - - 69.00
6 54 5 270 0.70 189 189.00 - - -
- - -

Total length (m) 783.3 - - 807.0 - -

Weight (Kg/m) 0.222 0.395 0.617 0.888 1.21 1.58
Total Weight(kg) 173.9 0 0 716.58 - -
supervisor
 የክፍያ ምስክር ወረቀት ቁጥር 02
Certificate for Payment No 02
Contract No.:-
Contract Singing Date: 27/10 /2011
Amount(Birr)
የፕሮጀክቱ ስም ዋናው ውል
Project Name :- Sinamba kidem medebegna /07/school Main Contract 759,992.80
Rebat(5%)
Location:- North shoa zone mehalmida የለውጥ ሥራ ትእዛዞች
Variation Order No.1
Region / Zone:-Amahara/North shoa ተቀፅላ ሥራ ትእዛዞች
አሠሪው መ/ቤት Supplementary Contract
Employer:Menize gera worda Education office የለውጥ ሥራ ትእዛዞች ድምር
የስራ ተቋራጭ Sum of Variation Order
Contractor:-Shewa G.C
ተቆጣጣሪ መሐንዲስ Nut Sum After Rebat 759,992.80
Consultant:- Menize gera worda Education office
15 % VAT 113,998.92

Total Agreement With VAT 873,991.72

አባሪ በሆነዉ የክፍያ ሰነድ መሠረት እስከ ዛሬ ተቋራጩ የሰራዉ ስራና/ያቀረበዉ ዕቃ ዋጋ : Amount(Birr)
As per the attachment the value of work plus materials on site executed to date is: 1.
Previous payments
ቁጥር ቀን የገንዘቡ ልክ ብር ተ.እ.ታ ጠቅላላ ድምር
No date Amount Br Vat Total Sum 593,227.50
1 Advance 227,997.84 34,199.68 Deductions Amount(birr)
2 1
1. አስቀድሞ የተከፈለ
Previous Payment 223,341.22
2. Retation 5 % 25,794.66
3.መያዣ
4. ቅድመ ክፍያ 30% 177,968.25
Total 227,997.84 34,199.68 6. ድምር
427,104.13
Net Amount Payable For This Payment 166,123.37

15% ተ.እ.ታ
88,984.13
15% VAT (Payment)
15% VAT(pervious ) 51,028.29
15% VAT net pay Pele 37,955.84
ጠቅላላ ድምር
204,079.21

We certify that the contractor is now entitled to the sum of Birr 204,079.21(Two hundred four thousand
sevent nine birr 21/100 cents)

ያዘጋጀዉ ተቆጣጣሪ መሀንዲስ ታገል እሸቴ ያፀደቀው

Date:--------------------- Date:---------------------