REINFORCEMENT BAR SCHEDULE 1/12

PROJECT: 3B+G+16 Mixed Apartment CONSULTANT:ENAR Consultants P.L.C

LOCATION: A.A ,Sarbet CONTRACT AMOUNT:5,094,020.89
CLIENT: MASFAM P.L.C PAYMENT NO:
CONTRACTOR:BENMCON Construction BLOCK NO.:
MAT BEAM REINFORCEMENT
Span No.of No. bars
No Type of work Diam. spacing Length(m) Ø6 Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø24
length member per mem.

Mat Beam on Axis X1 Top 20 1 5 6.00 30.00

20 1 5 8.00 40.00

Bottom 20 1 5 10.50 52.50

20 1 5 10.90 54.50
1
Stir up 2 10 4.61 0.3 2 16 3.50 114.57

Stir up 2' 10 4.61 0.3 1 16 3.20 52.37

C-bar2 10 4.61 0.3 2 16 0.90 29.46

Tortion bar 14 1 2 12.00 24.00

14 1 2 4.75 9.50

Mat Beam on Axis X2 Top 20 1 5 6.00 30.00

20 1 5 4.00 20.00

Bottom 20 1 5 8.00 40.00

Stir up 1 12 3.0 0.1 2 31 3.50 217.00

Stir up 1' 12 3.0 0.1 1 31 3.20 99.20

2
C-bar 1 12 3.0 0.1 2 31 0.90 55.80

Stir up 2 10 1.46 0.3 2 5.0 3.50 35.00

Stir up 2' 10 1.46 0.3 1 5.0 3.20 16.00

C-bar2 10 1.46 0.3 2 5.0 0.90 9.00

Tortion bar 14 1 2.0 6.00 12.00

Prepared by Checked by Approved by

_____________ __________________ _________________
 REINFORCEMENT BAR SCHEDULE 2/12
PROJECT: 3B+G+16 Mixed Apartment CONSULTANT:ENAR Consultants P.L.C
LOCATION: A.A ,Sarbet CONTRACT AMOUNT:5,094,020.89
CLIENT: MASFAM P.L.C PAYMENT NO:
CONTRACTOR:BENMCON Construction BLOCK NO.:
MAT BEAM REINFORCEMENT
Span No.of No. bars
No Type of work Diam. spacing Length(m) Ø6 Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø24
length member per mem.

Mat Beam on Axis X2 Top 20 1 5 3.00 15.00

Bottom 20 1 5 5.40 27.00

Stir up 1 12 2.5 0.1 2 26 3.50 182.00

3
Stir up 1' 12 2.5 0.1 1 26 3.20 83.20

C-bar 1 12 2.3 0.1 2 24 0.90 43.20

Tortion bar 14 1 2 3.10 6.20

Mat Beam on Axis X3 Top 20 1 8 8.00 64.00

20 1 7 9.00 63.00

20 1 6 4.00 24.00

Bottom 20 1 2 3.00 6.00

20 1 6 4.50 27.00
4 20 1 5 12.00 60.00

20 1 5 12.00 60.00

Stir up 2 10 4.2 0.3 2 15.0 3.50 105.00

Stir up 2 10 4.2 0.3 1 15.0 3.20 48.00

C-bar2 10 4.2 0.3 2 15.0 0.90 27.00

Tortion bar 14 1 2.0 12.00 24.00

14 1 2.0 6.00 12.00

Prepared by Checked by Approved by

_____________ __________________ _________________
 REINFORCEMENT BAR SCHEDULE 3/12
PROJECT: 3B+G+16 Mixed Apartment CONSULTANT:ENAR Consultants P.L.C
LOCATION: A.A ,Sarbet CONTRACT AMOUNT:5,094,020.89
CLIENT: MASFAM P.L.C PAYMENT NO:
CONTRACTOR:BENMCON Construction BLOCK NO.:
MAT BEAM REINFORCEMENT
Span No.of No. bars
No Type of work Diam. spacing Length(m) Ø6 Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø24
length member per mem.
Mat Beam on Axis X4 Top 24 1 7 9.00 63.00
24 1 9 7.00 63.00
24 1 7 6.00 42.00
Bottom 20 1 1 4.50 4.50
24 1 8 4.50 36.00

20 1 1 3.50 3.50
20 1 5 6.50 32.50
20 1 5 12.00 60.00
5
Stir up 1 12 8.31 0.1 2 84.1 3.50 588.70
Stir up 1' 12 8.31 0.1 1 84.1 3.20

C-bar 1 12 8.31 0.1 2 84.1 0.90 151.38

Stir up 2 10 4 0.3 2 14.3 3.50 100.33
Stir up 2' 10 4 0.3 1 14.3 3.20 45.87
C-bar2 10 4 0.3 2 14.3 0.90 25.80
Tortion bar 14 1 2.0 12.00 24.00
14 1 2.0 2.00 4.00
Mat Beam on Axis X5 Top 16 1 9 9.93 89.37

Bottom 20 1 5 7.00 35.00

20 1 5 7.00 35.00
6 Stir up 1 12 8.37 0.1 2 84.7 3.50 592.90
Stir up 1' 12 8.37 0.1 1 84.7 3.20 271.04
C-bar 1 12 8.37 0.1 2 84.7 0.90 152.46
Tortion bar 14 1 2 9.50 19.00
Mat Beam on Axis X5' Top 20 1 11 10.06 110.60
Bottom 20 1 5 7.00 35.00
20 1 5 7.00 35.00
Stir up 1 12 5.9 0.1 2 60 3.50 420.00
Stir up 1' 12 5.9 0.1 1 60 3.20 192.00
7
C-bar 1 12 5.9 0.1 2 60 0.90 108.00
Stir up 2 10 2.95 0.3 2 10.83 3.50 75.83
Stir up 2' 10 2.95 0.3 1 10.83 3.20 34.67
C-bar2 10 2.95 0.3 2 10.83 0.90 19.50
tortion bar 14 1 2.00 10.00 20.00

Prepared by Checked by Approved by

_____________ __________________ _________________
 REINFORCEMENT BAR SCHEDULE 4/12
PROJECT: 3B+G+16 Mixed Apartment CONSULTANT:ENAR Consultants P.L.C
LOCATION: A.A ,Sarbet CONTRACT AMOUNT:5,094,020.89
CLIENT: MASFAM P.L.C PAYMENT NO:
CONTRACTOR:BENMCON Construction BLOCK NO.:
MAT BEAM REINFORCEMENT
Span No.of No. bars
No Type of work Diam. spacing Length(m) Ø6 Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø24
length member per mem.
Mat Beam on Axis X6 Top 20 1 5 7.93 39.65
Bottom 20 1 5 10.53 52.65
Stir up 1 12 2.92 0.1 2 30.2 3.50 211.40
Stir up 1' 12 2.92 0.1 1 30.2 3.20 96.64
8 C-bar 1 12 2.92 0.1 2 30.2 0.90 54.36
Stir up 2 10 1.46 0.3 2 5.87 3.50 41.07
Stir up 2' 10 1.46 0.3 1 5.87 3.20 18.77
C-bar2 10 1.46 0.3 2 5.87 0.90 10.56
tortion bar 14 1 2.00 5.80 11.60
Mat Beam on Axis Y1 Top 20 1 5 10.00 50.00
20 1 5 9.50 47.50
20 1 5 7.00 35.00
Bottom 20 1 5 10.00 50.00
20 1 5 6.50 32.50
20 1 5 12.00 60.00
9 Stir up 1 12 14.4 0.1 2 145 3.50 1,015.00
Stir up 1' 12 14.4 0.1 1 145 3.20 464.00
C-bar 1 12 14.4 0.1 2 145 0.90 261.00
Stir up 2 10 5.67 0.3 2 19.9 3.50 139.30
Stir up 2' 10 5.67 0.3 1 19.9 3.20 63.68
C-bar2 10 5.67 0.3 2 19.9 0.90 35.82
Tortion bar 14 1 4 12.00 48.00

Prepared by Checked by Approved by

_____________ __________________ _________________
 REINFORCEMENT BAR SCHEDULE 5/12
PROJECT: 3B+G+16 Mixed Apartment CONSULTANT:ENAR Consultants P.L.C
LOCATION: A.A ,Sarbet CONTRACT AMOUNT:5,094,020.89
CLIENT: MASFAM P.L.C PAYMENT NO:
CONTRACTOR:BENMCON Construction BLOCK NO.:
MAT BEAM REINFORCEMENT
Span No.of No. bars
No Type of work Diam. spacing Length(m) Ø6 Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø24
length member per mem.
Mat Beam on Axis Y2 Top 20 1 6 7.00 42.00

20 1 5 4.50 22.50
20 1 6 9.00 54.00

20 1 7 6.50 45.50
20 1 6 5.00 30.00
20 1 6 6.00 36.00
20 1 7 5.50 38.50
Negative 20 1 5 3.00 15.00
20 1 8 3.00 24.00
20 1 10 4.00 40.00
10
Bottom 20 1 5 10.00 50.00
20 1 5 6.00 30.00
20 1 5 12.00 60.00
Stir up 1 12 12.2 0.1 2 123 3.50 861.00
Stir up 1' 12 12.2 0.1 1 123 3.20 393.60
C-bar 1 12 12.2 0.1 2 123 0.90 221.40
Stir up 2 10 5.56 0.3 2 19.53 3.50 136.73
Stir up 2' 10 5.56 0.3 1 19.53 3.20 62.51
C-bar2 10 5.56 0.3 2 19.53 0.90 35.16
Tortion bar 14 1 4.00 12.00 48.00
Mat Beam on Axis Y3 Top 24 1 10 7.00 70.00
24 1 10 5.00 50.00
20 1 11 6.00 66.00
Negative 24 1 10 4.00 40.00
Bottom 20 1 5 5.50 27.50
20 1 5 10.00 50.00
11 Stir up 1 12 7.76 0.1 2 78.6 3.50 550.20
Stir up 1' 12 7.76 0.1 1 78.6 3.20 251.52
C-bar 1 12 7.76 0.1 2 78.6 0.90 141.48
Stir up 2 10 1.63 0.3 1 6.43 3.50 22.52
Stir up 2' 10 1.63 0.3 2 6.43 3.20 41.17
C-bar2 10 1.63 0.3 2 6.43 0.90 11.58
Tortion bar 14 1 2.00 11.60 23.20

Prepared by Checked by Approved by

_____________ __________________ _________________
 REINFORCEMENT BAR SCHEDULE 6/12
PROJECT: 3B+G+16 Mixed Apartment CONSULTANT:ENAR Consultants P.L.C
LOCATION: A.A ,Sarbet CONTRACT AMOUNT:5,094,020.89
CLIENT: MASFAM P.L.C PAYMENT NO:
CONTRACTOR:BENMCON Construction BLOCK NO.:
MAT BEAM REINFORCEMENT
Span No.of No. bars
No Type of work Diam. spacing Length(m) Ø6 Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø24
length member per mem.
Mat Beam on Axis Y3' Top 20 1 6 7.93 47.58
Bottom 20 1 6 3.50 21.00
20 1 5 10.53 52.65
Stir up 1 12 4.92 0.1 2 50.2 3.50 351.40
Stir up 1' 12 4.92 0.1 1 50.2 3.20 160.64
12
C-bar 1 12 4.92 0.1 2 50.2 0.90 90.36
Stir up 2 10 1.46 0.3 2 5.87 3.50 41.07
Stir up 2' 10 1.46 0.3 1 5.87 3.20 18.77
C-bar2 10 1.46 0.3 2 5.87 0.90 10.56
Tortion bar 14 1 2.00 5.80 11.60
Mat Beam on Axis Y7 Top 24 1 10 9.89 98.90
Bottom 20 1 6 6.00 36.00
20 1 5 5.00 25.00
20 1 6 8.00 48.00
Stir up 1 12 5.56 0.1 2 56.6 3.50 396.20
13 Stir up 1' 12 5.56 0.1 1 56.6 3.20 181.12
C-bar 1 12 5.56 0.1 2 56.6 0.90 101.88
Stir up 2 10 2.43 0.3 2 9.1 3.50 63.70
Stir up 2' 10 2.43 0.3 1 9.1 3.20 29.12
C-bar2 10 2.43 0.3 2 9.1 0.90 16.38
Tortional bar 14 1 2 5.80 11.60
Total Length (m) 1,536.87 8,960.08 297.10 89.37 2,192.63 462.90
Weight per length (Kg/m) 0.22 0.39 0.62 0.89 1.2 1.58 2.47 3.56
Total weight ( Kg) 947.74 7,956.55 359.09 141.09 5,415.81 1,645.87

Prepared by Checked by Approved by

_____________ __________________ _________________
 REINFORCEMENT BAR SCHEDULE 7/12
PROJECT: 3B+G+16 Mixed Apartment CONSULTANT:ENAR Consultants P.L.C
LOCATION: A.A ,Sarbet CONTRACT AMOUNT:5,094,020.89
CLIENT: MASFAM P.L.C PAYMENT NO:
CONTRACTOR:BENMCON Construction BLOCK NO.:
MAT BEAM REINFORCEMENT
Span No.of No. bars
No Type of work Diam. spacing Length(m) Ø6 Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø24
length member per mem.
PROJECT: 3B+G+16 Mixed Apartment CONSULTANT:ENAR Consultants P.L.C
LOCATION: A.A ,Sarbet CONTRACT AMOUNT:5,094,020.89
CLIENT: MASFAM P.L.C PAYMENT NO:
CONTRACTOR:BENMCON Construction BLOCK NO.:
MAT Bottom REINFORCEMENT
X-Direction

Span No.of No. bars

No Type of work Diam. spacing Length(m) Ø6 Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø24
length member per mem.

20 5.95 0.12 1 51 4.50 227.63

On axis Y1 16 6.8 0.13 1 53 4.00 213.23

16 2.5 0.1 1 26 3.40 88.40
14 16 5.8 0.1 1 59 3.00 177.00
20 5.95 0.12 1 51 4.00 202.33
16 3 0.15 1 21 4.00 84.00

16 2.3 0.15 1 16 4.50 73.50

On axis Y2 16 1.3 0.15 1 10 4.00 38.67

16 0.9 0.15 1 7 4.00 28.00
16 1.5 0.15 1 11 4.00 44.00
20 2.7 0.12 1 24 3.30 77.55
14 20 3.5 0.12 1 30 4.00 120.67
18 On Axis Y7 20 0.1 1 36 5.60 201.60
20 0.1 1 25 12.00 300.00
19 On Axis Y3' 16 0.15 1 17 4.00 68.00
16 0.15 1 14 5.00 70.00
20 0.9 0.1 1 10 4.50 45.00
On Axis Y3 20 5 0.1 1 51 4.45 226.95
21 20 3.5 0.1 1 36 3.50 126.00

Prepared by Checked by Approved by

_____________ __________________ _________________
 REINFORCEMENT BAR SCHEDULE 8/12
PROJECT: 3B+G+16 Mixed Apartment CONSULTANT:ENAR Consultants P.L.C
LOCATION: A.A ,Sarbet CONTRACT AMOUNT:5,094,020.89
CLIENT: MASFAM P.L.C PAYMENT NO:
CONTRACTOR:BENMCON Construction BLOCK NO.:
MAT BEAM REINFORCEMENT
Span No.of No. bars
No Type of work Diam. spacing Length(m) Ø6 Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø24
length member per mem.
Y-Direction
20 4.35 0.12 1 37 4.00 149.00
On Axis X1 20 6.7 0.12 1 57 4.60 261.43
22 20 1.6 0.1 1 17 4.00 68.00
24 On Axis X2,X3 16 6.3 0.15 1 43 8.00 344.00

25 On Axis X2 20 3.1 0.1 1 32 3.00 96.00

16 2.6 0.15 1 18 5.00 91.67
On Axis X3 73.50
16 2.3 0.15 1 16 4.50
27 16 1.8 0.15 1 13 4.50 58.50
16 7.71 0.15 1 52 4.00 209.60
On Axis X4
28 20 4.9 0.1 1 50 4.00 200.00
29 On Axis X5 16 9 0.15 1 61 3.00 183.00
16 0.15 1 31 6.80 210.80
On Axis X5'
30 16 0.15 1 15 12.00 180.00
31 On Axis Y 7 16 0.15 1 36 5.80 208.80
Mat Slab Reinforcement (TOP)
32 Bar chair 14 1 240 2 480
32 on Axis(Y1,Y2&X5,X4) (on top x Dir) 20 5 0.125 1 41 8.98 368.18
33
on Axis(Y1,Y2&X4,X3) (on top x Dir) 20 6.7 0.16 1 43 8.00 343.00
34 on Axis(Y1,Y2&X3,X2) (on top x Dir) 20 2.4 0.15 1 17 8.00 136.00
35 on Axis(Y1,Y2&X2,X1) (on top x Dir) 20 5.3 0.13 1 42 8.00 334.15
36 on Axis(X2,X1&Y2,Y3) (on top x Dir) 20 2.2 0.13 1 18 8.00 143.38
37 78.23
on Axis(X2,X3&Y2,Y3) (on top x Dir) 20 1 0.13 1 9 9.00
38 197.31
on Axis(X1,X3&Y3) (on top x Dir) 16 5 0.13 1 39 5.00

on Axis(X1,X3&Y3) (on top x Dir) 16 3.2 0.13 1 26 2.30 58.92

39 on Axis(X3,X4&Y2,Y3) (on top x Dir) 20 1 0.13 1 9 8.30 72.15
40 on Axis(X3,X4&Y2,Y3) (on top x Dir) 20 2.3 0.13 1 19 5.00 93.46
41
on Axis(X3,X4&Y2,Y3) (on top x Dir) 20 2.7 0.13 1 22 9.00 195.92

on Axis(X3,X4&Y2,Y3) (on top x Dir) 20 0.7 0.13 1 6 10.00 63.85

on Axis(X3,X4&Y2,Y3) (on top x Dir) 20 1.9 0.13 1 16 3.00 46.85

on Axis(X3,X4&Y2,Y3) (on top x Dir) 20 0.4 0.13 1 4 6.00 24.46

42 on Axis(X4,X5'&Y2,Y3') (on top x Dir) 20 3.2 0.12 1 28 9.39 259.79
43
on Axis (Y2,Y7 &X5',X6) (on top x Dir) 20 5.3 0.13 1 42 8.00 334.15

Prepared by Checked by Approved by

_____________ __________________ _________________
 REINFORCEMENT BAR SCHEDULE 9/12
PROJECT: 3B+G+16 Mixed Apartment CONSULTANT:ENAR Consultants P.L.C
LOCATION: A.A ,Sarbet CONTRACT AMOUNT:5,094,020.89
CLIENT: MASFAM P.L.C PAYMENT NO:
CONTRACTOR:BENMCON Construction BLOCK NO.:
MAT BEAM REINFORCEMENT
Span No.of No. bars
No Type of work Diam. spacing Length(m) Ø6 Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø24
length member per mem.
Y-Direction
45 on Axis(X4,X5&Y1,Y2) (on top Y Dir) 24 9 0.2 1 46 6.50 299.00
46 on Axis(X4,X3&Y1,Y2) (on top Y Dir) 20 7.85 0.2 1 40 8.30 334.08
47 on Axis(X3,X1&Y1,Y2) (on top Y Dir) 20 7.8 0.13 1 61 10.00 610.00
48 on Axis(X2,X1&Y3,Y2) (on top Y Dir) 16 6.7 0.15 1 46 3.20 146.13
16 2.6 0.12 1 23 7.50 170.00
16 2.3 0.12 1 20 3.00 60.50
on Axis(X4,X3&Y3,Y2) (on top Y Dir)
16 2 0.15 1 14 3.50 50.17
49 16 2.3 0.12 1 20 4.00 80.67
50 OnAxis X5' (on top Y Dir) 20 10 0.2 1 51 9.50 484.50
51 on Axis X2 (on top Y Dir) 24 1.7 0.1 1 18 6.00 108.00
Total Length (m) - - - - 480.00 3,316.35 6,224.31 299.00
Weight per length (Kg/m) 0.22 0.39 0.62 0.89 1.2 1.58 2.47 3.56
Total weight ( Kg) 580.16 5,235.42 15,374.05 1,063.11

Summary
Ø10 Ø12 Ø14 Ø16 Ø20 Ø24
Kg 947.74 7,956.55 939.25 5,376.50 20,789.86 2,708.98 38,718.88

Prepared by Checked by Approved by

_____________ __________________ _________________
 Issue Date. 01/11/2020
Bill of quantity
PROJECT: 3B+G+16 Mixed Apartment
LOCATION: sarbet
CLIENT: : MASFAM P.L.C
CONTRACTOR: :BenMcon Construction
CONSULTANT: ENAR Consultants P.L.C
PAYMENT NO 1st

previous
Descreption Unit contrat Qty Rate contrat amount previous qty current qty todate qty current amount todate amount
Item No, amount
B. SUPPER-STRUCTURE
1,concrete work

steel min Fy=500>Dia 14 mpa Column,Beam,wall and foundation ,steel min

Fy=400 Mpa for other member.provide minimum 0.002 times the cross
sectional area in slabs as distribution steel where required.Refer drawing for
1.3 overlap.use 3cm cambering for spans>10m.Reinforcement length should be
checked before cut.use any specification according to drawing.price shall
including cutting,bending,placing in position and using tying wires and
spacers.

a)Dia. 8mm deformed bar . kg 3.00 0.00 0.00 0.00 0.00

b)Dia. 10mm deformed bar . kg 3.00 947.74 947.74 0.00 2,843.21 2,843.21
c)Dia. 12mm deformed bar . kg 3.00 7,956.55 7,956.55 0.00 23,869.65 23,869.65
d)Dia. 14mm deformed bar . kg 3.00 939.25 939.25 0.00 2,817.76 2,817.76
e)Dia. 16mm deformed bar . kg 3.00 5,376.50 5,376.50 0.00 16,129.51 16,129.51
f)Dia. 20mm deformed bar . kg 3.00 20,789.86 20,789.86 0.00 62,369.57 62,369.57
f)Dia. 24mm deformed bar . 3.00 2,708.98 2,708.98 0.00 8,126.93 8,126.93
Sub Total B . . . . . . . . . . . . . . . . . . . . . . . . Birr 0.00 116,156.64 116,156.64

prepared by _______________ checked ___________________ approved by ________________

 PROJECT: 3B+G+16 Mixed Apartment CONSULTANT:EWIN ENAR Consultants P.L.C
LOCATION: A.A CONTRACT AMOUNT:
CLIENT: ATO ABEBE & ALKID PAYMENT NO: 1
CONTRACTOR: BenMcon Construction BLOCK NO.:
Previouly
Item Current Executed
Description Contract amount Executed Total Executed Amount
No Amount
Amount
A. SUB -STRUCTURE
2 rebar Work 116,156.64 116,156.64

Grand Total A - - 116,156.64 116,156.64

prepared by __________________ checked by ______________________ approved by ___________________

¾¨<M lØ` ¨<K< ¾}ð[Suƒ k”
Contract No. ______1______ Date of signature of cont. 2023
¾¡õÁ Ue¡` ¨[kƒ l. 1
PAYMENT CERTIFICATE No. 1

Y^¨< Amount Birr

Project - G+3 Apartment ª“¨< ¨<M
x¨< Main contract
Location - Goro }kêL ¨<M
›c]¨< Se]Á u?ƒ supplementary contract
Investor - Ato Eyouel ¾K¨<Ø Y^ ƒ°³µ‹
¾Y^ }s^ß Variation orders
Sub- Contractor Andebet Abebe GC
›T"] SN”Ç=e“ }q××] VAT 15% -
Cons. Or supervisor - ÖpLL ÉU`
Total sum -

›v] uJ’¨< ¾¡õÁ c’É ØÁo Sc[ƒ እeŸ ³_ É[e }s^Û ¾c^¨< Y^“/Ák[u¨< °n
As per the attached statement the value of work executed and/or materials supplied to-date ¾Ñ”²u< M¡ /w`/
before VAT is Birr 116,156.64 Birr Amount (Birr)
የተሰራው መጠን
PREVIOUS PAYMENTS 116,156.64
Paid Amount (Birr) }k“i

No Date Before VAT VAT Total Deductions Amount (Birr)

1. ›ekÉV ¾}ŸðK
Previous payments -
2. SÁ¹
Retention 5%
- 3. SkÝ
- Penalty -
- 4. ¾pÉT>Á ¡õÁ
- Advance repayment 20%
- 5. K?L
Others -
ÉU`
Total -
Total - - - ¾}×^ K}s^Û ¾T>ŸðK¨< Ñ”²w
Net Service sum due to the Contractor 116,156.64

VAT Payments
Details Deduction Payables
VAT on Amount of
Work Executed 17,423.50
ADVANCE REPAYMENT (in Birr) VAT on Retention
Description Before VAT VAT Total VAT on Advance -
Amount of advance taken - - -
Previous paid vat
Amount of advance repaid - - - on payments -

Outstanding adv. Repayment remaining - - -

Total Deduction -
VAT Payable in this payment 17,423.50
Total Payable to the Contractor including VAT 133,580.13
KY^ }s^Û w` 133,580.13 K=Ÿðል S‰K<” እ“[ÒÓ×K”::
We certify that the Contractor is now entitled to the sum of Birr 133,580.13
One Hundred Thirty Three thousand Five hundred Eighty birr and 13/100 cents

Prepared Approved Certified

Date:- Date:-