Client:MOUNT VIEW REALESTATE

project:B+G+14 APARTMENT BUILDING

Locatipn:Addis Ababa
Subject:Payment Certeficate Fors sub structure work
Contracter:EPHREM MUSSIE construction p/s
Consultant:SIMRET Bayou Consulting Engineers and Architects

Description

A. FENCE WORK
1.Excavation & EARTH WORK
1.1 site clearing and removing of the top 250mm thick soil.
1.2 Hard Rock Excavate for trench foundation allowing 25cm working space on each side.
1.3 Excavat in ordinery soil for trench foundation allowing 25cm working space on each.
1.4bulk Excavat on ordinery soil to allowing 50cm working space on each.
1.5 bulk Excavat in hard rock allowing 50cm working space on each.
1.6 Isoleted footing excavation in hard rock allowing 25cm working space on each.
1.7 Backfil around footings and foundation columen to the desired level with selected non
expansive material and compact in layers not exceding
1.8 Backfil around stone masonery to maintain the desired level with selected borrowed non
expansive material and compact in layers not exceding 20cm.
1.9 Backfil under hard core with non-expansive selected material from quarry and compact in
layers not exceding20cm thick by sprinking water to insure95% modufied AASHTO dry density.

2.0 cart away surples excavated material to a distance not exceeding 5km but not exceeding20km.

2.1 25cm thick sound basaltic or equvalent stone hard core finshed and blinded with crushed stone.

Total Carried to Summary

2. Concrete work
A.Vcm thick lean concrete c-25 with minimum cement content of 150kg/m3
concrete under
a)Footing pad
b)under Gread beam
c)under retaining wall
d)under masonery wall
e)Basment Slab
Concrete quqlity C-35 with min.cement content of 360kg/m3 for footing pad and
ground floor slab of concrete and also concrete quality C-35 with mini.cement
content 400kg/m3 for foundation column and grade beam filled in to formwork
and vibrated around reinforcements ,formwork and reinforcements shall be
measured separetely.
a) in Footing pad
b) in Gread beam
c) in retaining wall
d) in basment slab
E.Grund Floor slab
Total Carried to Summary
Concrete quqlity C-40 with min.cement content of 360kg/m3 for footing pad and
ground floor slab of concrete and also concrete quality C-35 with mini.cement
content 400kg/m3 for foundation column and grade beam filled in to formwork
and vibrated around reinforcements ,formwork and reinforcements shall be
measured separetely.
a) in basement column
b) in retaining wall
Total Carried to Summary
ORMWORK

Provide and fix in position zigba wooden or appropriate steel form work for
Footing pads. Price shall include all activities related to making the moulds in the
required shape and size, and removing the form work on due date

a)In Footing pad

b)in Retaining Wall
c) InGread beam
d)basement column and shear wall
e)Basment Slab

Total Carried to Summary

Prepare (assemble, fix) steel reinforcing bars as per given structural drawings
cut, bent and fixed in position. The grade of the steel shall conform with the
strength stated in the structural drawings. Price includes cutting, bending, tying
and fixing in position of all the reinforcing bars according to design.
Ø8mm
Ø10mm
Ø12mm
Ø14mm
Ø16mm
Ø20mm
Ø24mm
Total Carried to Summary
3.MASONERY WORKS

50cm thick basaltic or equvalent stone approved by the consultant masonery

foundation wall below NGL,bedded and jointed in cement and sand mortar,1:4.

PERFORATED PIPE

Total Carried to Summary

 QTY

prev current total previous

Unit cont excut work- excute excute rate
0
0
m3 300.00 0 30.00
m3 42.87 0 950.00
m3 42.87 0 500.00
m2 328.00 854.36 0 854.36 500.00
109.50 358.62 0 358.62 950.00
542.26 0 950.00

m3 352.89 246.33 0 246.33 859.00

m3 41.37 0 859.00
m 2
87.5 274.52 0 274.52 85.90
0

m3 1,404.24 1212.98 0 1212.98 450.00

288.65 285.00 0 285.00 395.00

0
0

0
m3 207.93 35.25 0 35.25 6631.08
m2 85.75 21.59 0 21.59 347.00
m2 7.44 0 7.44 347.00
m2 41.05 16.80 0 16.80 347.00
m2 288.65 285.00 0 285.00 347.00

0
m 3
476.94 239.18 0 239.18 12878.88
m3 105.90 47.52 0 47.52 12607.53
m3 52.46 21.00 21.00 12878.88
m3 573.65 285.00 374.52 1468.00
m3 89.52
0

0
52.69
16.91
0
0

0
m2 510.51 255.09 0 255.09 485.00
m 2
919.33 304.64 304.64 485.00
m2 573.64 228.33 0 228.33 485.00
m2 343.01 343.01 485.00
m2 474.05
 0
Kg 5095.73 2123.64 2324.8796928 4448.52 6.50
Kg 11977.31 11149.96 4992.67762 16441.68 6.50
Kg 2112.17 2343.12 602.878104 3141.35 6.50
Kg 3935.86 1682.16 671.2693456 3935.86 6.50
Kg 14173.53 9942.42 0 16109.96 6.50
Kg 17867.67 15920.33 4019.024472 25638.80 6.50
Kg 954.7250688 6.50
0
0

m3 41.37 36.96 3.07 40.03 3567.50

ML 67.70 0.00
0
QTY

current
Adjusted pre excuted excuted Total
rate amount amount amount

0.00 0.00 0.00

0.00 0.00 0.00
0.00 0.00 0.00
427180.00 0.00 427180.00
340689.00 0.00 340689.00
0.00 0.00 0.00

1425.31 351096.61 0.00 351096.61

0.00 0.00 0.00

142.50 39119.10 0.00 39119.10
0.00 0.00 0.00

545841.00 0.00 545841.00

479.26 136588.29 0.00 136588.29

1,840,508.35 - 1,840,508.35

0.00 0.00
 0.00 233745.57 0.00 233745.57
693.17 14965.54 0.00 14965.54
693.17 2581.68 0.00 2581.68
693.17 5829.60 0.00 5829.60
693.17 197552.27 0.00 197552.27

0.00 0.00 0.00

3080370.52 0.00 3080370.52
599109.83 0.00 599109.83
270456.48 0.00 270456.48
418377.50
12607.53 1128649.47 1547026.98
4,820,856.18 1,128,649.47 5,949,505.65

14106.48 743,235.17 743,235.17

14106.48 238,523.65 238,523.65
981,758.82 981,758.82

123718.65 123718.65
945.00 241514.53 241514.53
110738.21 110738.21
945.00 324146.81 324146.81
945.00 447977.25 447977.25

800,118.20 447,977.25 1,248,095.45

 13803.66 15111.72 28915.38
72474.74 32452.40 104927.14
15230.28 3918.71 19148.99
10934.04 4363.25 15297.29
64625.73 0.00 64625.73
103482.15 26123.66 129605.80
6205.71 6205.71
280,550.60 88,175.45 368,725.98
-

131,854.80 10948.66 142803.46

0.00 0.00

8,855,646.88 1,675,750.83 10,531,397.71

Clint :MOUNT VIEW REALSTATET
Project : B+G+14 Apartment building
Location : Addis Ababa
Contractor: EPHEREM MUSSIE & frinds
Construction P/S
Consultant:Simret Bayou conseiting
Subject: Payment Certeficate for sub structure work
I.MAIN CONTRUCT

DESCRIPTION

CONTRACT
WORK
A.SUB-STRUCTURE
1.2bulk Excavat on ordinery soil to allowing
25cm working space on each. 114,800.00
1.2 bulk Excavat in hard rock allowing 25cm
working space on each. 95,812.50
1.3 cart awy surplus excavated material to a
distance not exceeding 5km but not
exceeding 20km's 280,848.00

1.7 Backfil around footings and foundation columen

to the desired level with selected non expansive
material and compact in layers not exceding
1.9 Backfil under hard core with non-exp

2.1 25cm thick sound basaltic or equvalent stone hard core

finshed and blinded with crushed stone.

2.0 Concret work

2.1 5cm thick lean concrete in class c-5
1 A.footng pad 72,151.71
2 B.under masonery wall 14,244.35
C.under retaining wall

D.Under Grad beam

E.Unber Basment Floor slab

Concrete quqlity C-35 with min.cement content of 360kg/m3

for footing pad and ground floor slab of concrete and also
concrete quality C-35 with mini.cement content 400kg/m3 for
foundation column and grade beam filled in to formwork and
vibrated around reinforcements ,formwork and
reinforcements shall be measured separetely.

A.isoleted and combind footing

2,957,729.74
B.In Retaining Wall
C.in Grad beam

D.in Basment Floor slab

Concrete quqlity C-40 with min.cement content of

360kg/m3 for footing pad and ground floor slab of
concrete and also concrete quality C-35 with
mini.cement content 400kg/m3 for foundation
column and grade beam filled in to formwork and
vibrated around reinforcements ,formwork and
reinforcements shall be measured separetely.

a) in basment column
b) in retaining wall
Provide and fix in position zigba wooden or appropriate steel
form work for Footing pads. Price shall include all activities
related to making the moulds in the required shape and size,
and removing the form work on due date

B.isoleted and combind footing 123,878.70

A.retaining wall
B) Gread beam
c)basement column
 Prepare (assemble, fix) steel reinforcing bars as per given
structural drawings cut, bent and fixed in position. The grade
of the steel shall conform with the strength stated in the
structural drawings. Price includes cutting, bending, tying and
fixing in position of all the reinforcing bars according to
design.

footing&columen
masonery
SUB-TOTAL A 3,659,465.00
SUB-TOTAL A 3,659,465.00
15% VAT 548,919.75
TOTAL SUMMERY 4,208,384.75

SUPERVISOR C

Clint :MOUNT VIEW REALSTATET

Project : B+G+14 Apartment building
Location : Addis Ababa
Contractor: EPHEREM MUSSIE & frinds
Construction P/S
Consultant:Simret Bayou conseiting
Subject: Payment Certeficate for sub structure work
I.MAIN CONTRUCT
DESCRIPTION
CONTRACT
WORK
A.SUB-STRUCTURE
1.2bulk Excavat on ordinery soil to allowing
25cm working space on each. 114,800.00
1.2 bulk Excavat in hard rock allowing 25cm
working space on each. 95,812.50
 1.3 cart awy surplus excavated material to a
distance not exceeding 5km but not
exceeding 20km's 280,848.00

1.7 Backfil around footings and foundation columen

to the desired level with selected non expansive
material and compact in layers not exceding
1.9 Backfil under hard core with non-exp
2.1 25cm thick sound basaltic or equvalent stone hard core
finshed and blinded with crushed stone.
2.0 Concret work
2.1 5cm thick lean concrete in class c-5
1 A.footng pad 72,151.71
2 B.under masonery wall 14,244.35
C.under retaining wall
D.Under Grad beam
E.Unber Basment Floor slab

Concrete quqlity C-35 with min.cement content of 360kg/m3

for footing pad and ground floor slab of concrete and also
concrete quality C-35 with mini.cement content 400kg/m3 for
foundation column and grade beam filled in to formwork and
vibrated around reinforcements ,formwork and
reinforcements shall be measured separetely.

A.isoleted and combind footing 2,957,729.74

B.In Retaining Wall
C.in Grad beam
D.in Basment Floor slab
E.Grund Floor slab
Concrete quqlity C-40 with min.cement content of
360kg/m3 for footing pad and ground floor slab of
concrete and also concrete quality C-35 with
mini.cement content 400kg/m3 for foundation
column and grade beam filled in to formwork and
vibrated around reinforcements ,formwork and
reinforcements shall be measured separetely.

a) in basment column
b) in retaining wall

Provide and fix in position zigba wooden or appropriate steel

form work for Footing pads. Price shall include all activities
related to making the moulds in the required shape and size,
and removing the form work on due date

B.isoleted and combind footing 123,878.70

A.retaining wall

B) Gread beam

c)basement column
d.Grund Floor slab

Prepare (assemble, fix) steel reinforcing bars as per given

structural drawings cut, bent and fixed in position. The grade
of the steel shall conform with the strength stated in the
structural drawings. Price includes cutting, bending, tying and
fixing in position of all the reinforcing bars according to
design.

footing&columen
masonery
PERFORATED PIPE

SUB-TOTAL A 3,659,465.00
SUB-TOTAL A 3,659,465.00
15% VAT 548,919.75
 TOTAL SUMMERY 4,208,384.75

SUPERVISOR C
 columen PAYMENT
AMOUNT
TOTAL
pre excuted current EXCUTED
amount excuted amount WORK

427,180.00 427,180.00

340,689.00 340,689.00

545,841.00 545,841.00
-

0.00 0.00
0.00 - 0.00
-
136,588.29 136,588.29
0.00
0.00
233,745.57 233,745.57
5,829.60 5,829.60
 2,581.68
2,581.68
14,965.54 0 14,965.54
197,552.27 0 197,552.27

0.00

3,080,370.52 3,080,370.52
169,228.48 #REF! #REF!

599,109.83 0.00 599,109.83

418,377.50 0.00 418,377.50

0.00
#REF! #REF!
#REF! #REF!

0.00
123,718.65 123,718.65
48,888.00 #REF! #REF!
110,738.21 0.00 110,738.21
#REF! #REF!
 194,905.10 #REF! #REF!
131,854.80 - 131,854.80
#REF!
#REF!
#REF!
#REF!
CONTRUCTOR

slab PAYMENT
AMOUNT
TOTAL
pre excuted current EXCUTED
amount excuted amount WORK

427,180.00 427,180.00

340,689.00 340,689.00
 545,841.00 545,841.00
-

351,090.62 351,090.62
39,119.44 - 39,119.44
-
136,588.29 136,588.29
0.00 0.00
0.00
233,745.57 233,745.57
5,829.60 5,829.60
2,581.68 2,581.68
14,965.54 0 14,965.54
197,552.27 0 197,552.27

0.00
3,080,370.52 3,080,370.52
268,323.67 268,323.67
599,109.83 0.00 599,109.83
418,377.50 0.00 418,377.50
1,128,649.47 1,128,649.47
 0.00
743,235.17 743,235.17
238,523.65 238,523.65

0.00
123,718.65 123,718.65
241,514.53 241,514.53
110,738.21 0.00 110,738.21
324,146.81 324,146.81
447,977.25 447,977.25

280,550.53 88,175.45 368,725.98

131,854.80 10,948.66 142,803.46
- 0.00

1,675,750.83 10,531,397.71
10,531,397.71
1,579,709.66
 12,111,107.36
CONTRUCTOR
YMENT
NT
 TAKE OFF SHEET
Clint :MOUNT VIEW REALSTATEt
Project : B+G+14 Apartment building
Location : Addis Ababa
Subject: Payment Certeficate for sub structure wor Date
Contractor: EPHEREM MUSSIE Construction By
Consultant:Simret Bayou Page

NO x X + Description
CONCRETE WORK
2.01 C-35 CONCRETE
a) Ground floor slab
1 1.00 366.68 Total slab area from CAD=366.68m2
0.20 73.34
-1 1.00 11.74 lift area from CAD=11.74 m2
0.20 -2.35
-1 1.00 11.09 Stair area from cad=11.09m2
0.20 -2.22
1 1.00 17.39 GB27 SUSPENDED BEAM
0.25
0.30 1.30
1 1.00 4.85 GB3 SUSPENDED BEAM
0.25
0.30 0.36
1 1.00 9.58 GB1 SUSPENDED BEAM
0.25
0.30 0.72
1 1.00 10.36 GB14 SUSPENDED BEAM
0.40
0.30 1.24
1 1.00 12.46 GB29 SUSPENDED BEAM
0.40
0.30 1.50
1 1.00 4.55 GB22 SUSPENDED BEAM
0.30
0.25 0.34
1 1.00 3.47 GB24 SUSPENDED BEAM
0.30
0.25 0.26
1 1.00 8.82 GB4 SUSPENDED BEAM
0.30
0.25 0.66
1 1.00 10.99 GB8 SUSPENDED BEAM
0.30
0.25 0.82
1 1.00 6.13 GB9 SUSPENDED BEAM
0.30
0.25 0.46
1 1.00 10.52 GB17 SUSPENDED BEAM
0.30
0.25 0.79
1 1.00 6.58 GB26 SUSPENDED BEAM
0.30
0.25 0.49
1 1.00 5.89 GB18 SUSPENDED BEAM
0.30
0.25 0.44
1 1.00 7.97 GB19 SUSPENDED BEAM
0.30
0.25 0.60
1 1.00 4.45 GB20 SUSPENDED BEAM
0.30
0.25 0.33
1 1.00 17.30 GB23 SUSPENDED BEAM
0.30
0.25 1.30
1 1.00 8.73 GB15 SUSPENDED BEAM
0.30
0.25 0.65
1 1.00 9.87 GB2 SUSPENDED BEAM
0.30
0.25 0.74
1 1.00 2.57 GB28 SUSPENDED BEAM
0.30
0.25 0.19
1 2.00 3.78 GB25 BEAM
0.30
0.45 1.02
1 1.00 4.49 EDGE BEAM(EB)
0.30
0.45 0.61
1 1.00 6.19 REMAINING LIFT
0.30
0.45 0.84
1 1.00 3.00 LB2
 0.30
0.45 0.41
1 20.00 0.18 STAIR RISER
0.29
1.30 1.32
1 2.00 3.30 STAIR SOFFIT
0.15
1.30 1.29
1 1.00 0.33 STAIR LANDING
1.42
2.65 1.22
1 2.00 1.30 MAN HOLE
1.20
0.20 0.62
1 1.00 0.50
1.20
0.20 0.12
1 1.00 1.25 MAN HOLE covering
0.80
0.10 0.10

89.52 M3 TOTAL CONCRETE

2.03. FORM WORK

A)BOTTOM BEAM

1 1.00 11.14 GB27

0.25
2.79
1 1.00 3.75 GB3
0.25
0.94
1 1.00 9.23 GB1
0.30
2.77
1 1.00 9.58 GB14
0.40
3.83
1 2.00 11.37 GB29+REWORK
0.40
9.10
1 1.00 4.49 GB22
 0.30
1.35
1 1.00 3.47 GB24
0.30
1.04
1 1.00 7.31 GB4
0.30
2.19
1 1.00 4.51 GB8
0.30
1.35
1 3.00 4.66 GB9+REWORK
0.30
4.19
1 1.00 8.63 GB17
0.30
2.59
1 2.00 1.51 GB25
0.30
0.91
1 1.00 4.51 GB18
0.30
1.35
1 1.00 5.87 GB19
0.30
1.76
1 1.00 3.26 GB20
0.30
0.98
1 1.00 16.99 GB23
0.30
5.10
1 1.00 7.40 GB15
0.30
2.22
1 1.00 9.88 GB2
0.30
2.96
1 1.00 2.57 GB28
0.30
0.77
1 1.00 4.83 GB26
0.30
 1.45
1 1.00 2.65 LB2
0.30
0.79
1 21.00 0.18 STAIR RISER
1.30
4.78
1 1.00 0.18 LANDING RISER
1.90
0.33
1 1.00 0.18
1.34
0.23
1 1.00 0.18
1.87
0.33
1 2.00 3.30 STAIR SOFFIT
1.30
8.57
1 1.00 1.42
2.65
3.76
Total slab area from CAD=366.68m2
1 1.00 275.42 SLAB SOFFIT
1.00
275.42
B)SIDE FORM WORK

1 1.00 0.50 GB27 out side

17.39
8.70
1 1.00 0.30 GB27 inner side
16.49
4.95
1 1.00 0.50 GB3 out side
4.85
2.43
1 1.00 0.30 GB3 inner side
4.55
1.37
1 2.00 9.58 GB1
0.25
4.79
1 2.00 10.36 GB14
0.30
6.22
1 2.00 12.46 GB29
0.30
7.48
1 2.00 4.55 GB22
0.25
2.28
1 2.00 3.47 GB24
0.25
1.73
1 2.00 8.52 GB4
0.25
4.26
1 2.00 10.69 GB8
0.25
5.34
1 2.00 5.68 GB9
0.25
2.84
1 2.00 9.92 GB17
0.25
4.96
2 2.00 3.78 GB25
0.45
6.80
1 2.00 5.29 GB18
0.25
2.64
1 2.00 7.37 GB19
0.25
3.68
1 1.00 4.30 GB20 out side
0.45
1.93
1 1.00 4.00 GB20 inner side
0.25
1.00
1 2.00 17.30 GB23
0.25
8.65
1 2.00 8.73 GB15
 0.25
4.36
1 2.00 9.87 GB2
0.25
4.94
1 2.00 2.57 GB28
0.25
1.29
1 2.00 6.43 GB26
0.25
3.21
1 2.00 4.49 EB
0.45
4.04
1 1.00 6.19 REMAINING LIFT SIDE
0.45
2.79
1 2.00 2.65 LB2
0.45
2.39
1 1.00 0.90
0.30
0.27
1 1.00 29.00 RARE SIDE
0.20
5.80
1 1.00 27.34 FRONT SIDE
0.20
5.47
1 1.00 12.80 STAIR
0.33
4.16
1 1.00 3.50 MAN HOLE
1.20
4.20
1 1.00 2.70
1.20 3.24
1 1.00 1.25 MAN HOLE covering
0.80 1.00
1.00

474.05 M3 TOTAL FORM WORK

1 1.00 1.38 masonry
0.50
1.10 0.76
1 1.00 4.20
0.50
1.10 2.31

3.07 M3 TOTAL MASONRY

PERFORATED PIPE
1 1.00 28.50 28.50 OUT SIDE(FRONT SIDE)
1 1.00 39.20 39.20 IN SIDE THE BUILDING
67.70
METER TOTAL INSTALLED PERFORATED PIPE
ELECTRIC INSTALLATION FOR BASEMENT
1 1.00 43.00 43.00 LIGHT
1 1.00 4.00 4.00 SWITCH
1 1.00 1.00 1.00 CAMERA
48.00 TOTAL POINTS
`

365.31

8.05
9.74
m CAD=366.68m2
 Values are inserted only in the White cells
Type of element
Number of Number of
Location Dia. of bar SPACING number of Length of bars in one the RC
block one bar member members

C1 10 5 2.9 4 1
C2 10 1 4 4 1
C3 10 1 3.2 4 1
C4 10 1 3.9 4 1
10 1 2.8 4 1
SW1 10 1 3.2 4 1
SW2 10 2 3.9 4 1
col.stirrup on after beam rebar
SW3 10 6 3.1 4 1
SW4 10 1 6.3 4 1
10 1 3.54 4 2
10 1 3.44 4 2
10 1 4.4 4 2
10 1 2 4 1
SW5 10 1 2.8 4 1
SW6 10 1 4.4 4 1
Ground floor beam
TOP BAR 20 1 10.68 3 1
NEG BAR 20 1 2.23 1 1
GB1 NEG BAR 20 1 3.14 2 1
NEG BAR 20 1 2.17 1 1
BOT BAR 20 1 9.78 4 1
TOP BAR 20 1 4.48 3 1
TOP BAR 20 1 8.47 3 1
NEG BAR 20 1 2.93 3 1
GB2 NEG BAR 20 1 3.63 3 1
NEG BAR 20 1 1.95 3 1
BOT BAR 20 1 11.25 4 1
TOP BAR 20 1 11.04 3 1
NEG BAR 20 1 4.32 3 1
GB4 20 1 4.3 2 1
NEG BAR
BOT BAR 20 1 10.14 5 1
TOP BAR 20 1 5.05 5 1
GB20 20 1 4.15 4 1
BOT BAR
TOP BAR 20 1 12 3 1
NEG BAR 20 1 2.12 3 1
NEG BAR 20 1 3.57 3 1
GB8 NEG BAR 20 1 2.3 2 1
BOT BAR 20 1 5.6 4 1
BOT BAR 20 1 5.9 4 1
TOP BAR 20 2 6.93 4 1
GB9 NEG BAR 20 2 2.35 2 1
BOT BAR 20 2 6.13 5 1
TOP BAR 20 1 9.18 3 1

GB19
 NEG BAR 20 1 2.348 1 1
GB19 NEG BAR 20 1 4.95 3 1
BOT BAR 20 1 8.28 5 1
TOP BAR 20 1 4.6 5 1
GB24 BOT BAR 20 1 3.8 4 1
TOP BAR 20 1 12 3 1
NEG BAR 20 1 1.6 3 1
GB14 NEG BAR 20 1 3.63 3 1
NEG BAR 20 1 3.3 3 1
BOT BAR 20 1 11.25 5 1
TOP BAR 20 1 9.95 3 1
NEG BAR 20 1 2.3 2 1
GB15 NEG BAR 20 1 2.9 2 1
NEG BAR 20 1 1.85 2 1
BOT BAR 20 1 9.05 4 1
TOP BAR 20 1 5.04 6 2
GB25 BOT BAR 20 1 4.14 4 2
TOP BAR 20 1 7.85 3 1
NEG BAR 20 1 2.15 1 1
GB26 NEG BAR 20 1 4 2 1
BOT BAR 20 1 6.95 4 1
TOP BAR 20 1 10.99 3 1
NEG BAR 20 1 2.35 2 1
GB17 NEG BAR 20 1 3.25 2 1
NEG BAR 20 1 2.15 2 1
BOT BAR 20 1 10.09 4 1
TOP BAR 20 1 6.42 3 1
NEG BAR 20 1 2.35 2 1
GB18 NEG BAR 20 1 2.35 2 1
BOT BAR 20 1 5.52 4 1
TOP BAR 20 1 4.38 5 1
GB28 BOT BAR 20 1 3.48 4 1
TOP BAR 24 2 10.45 3 1
TOP BAR 24 2 5.4 3 1
NEG BAR 24 2 2.3 2 1
NEG BAR 24 2 4.58 3 1
GB29 NEG BAR 24 2 3.45 3 1
NEG BAR 14 2 9.12 2 1
BOT BAR 24 2 5.4 4 1
BOT BAR 24 2 9.12 4 1
TOP BAR 20 1 6.11 2 1
NEG BAR 20 1 1.67 2 1
GB3 NEG BAR 20 1 3.25 3 1
BOT BAR 20 1 5.21 4 1
TOP BAR 20 1 8.96 2 1
TOP BAR 20 1 9.4 2 1
NEG BAR 20 1 2.35 2 1
NEG BAR 20 1 3.57 2 1
GB27 NEG BAR 20 1 3.71 2 1
NEG BAR 20 1 2.49 2 1
BOT BAR 20 1 11.06 3 1
BOT BAR 20 1 5.95 3 1
TOP BAR 20 1 6.25 3 1

GB22
 NEG BAR 20 1 2.29 1 1
GB22 NEG BAR 20 1 2.29 1 1
BOT BAR 20 1 5.35 4 1
TOP BAR 20 1 3.52 2 1
TOP BAR 20 1 10.16 2 1
TOP BAR 20 1 7.71 2 1
NEG BAR 20 1 2.29 2 1
NEG BAR 20 1 3.333 2 1
GB23 NEG BAR 20 1 2.9 2 1
NEG BAR 20 1 2.85 2 1
NEG BAR 20 1 2.23 2 1
BOT BAR 20 1 10.35 4 1
BOT BAR 20 1 8.9 4 1
TOP BAR 20 1 3.7 4 1
LB2 BOT BAR 20 1 4.38 4 1
COL BAR 20 1 1.25 4 1
TOP BAR 20 1 5.3 2 1
EB NEG BAR 20 1 4.8 2 1
STIRRUP AND C-BAR
STR 10 1 1.5 88 1
GB1 C-BAR 10 1 0.6 88 1
STR 10 1 1.5 101 1
GB2 C-BAR 10 1 0.6 101 1
STR 10 1 1.5 76 1
GB4 C-BAR 10 1 0.6 76 1
STR 10 1 1.5 100 1
GB8 C-BAR 10 1 0.6 100 1
STR 10 1 1.5 49 1
GB9 C-BAR 10 1 0.6 49 1
STR 10 1 1.5 78 1
GB19 C-BAR 10 1 0.6 78 1
STR 10 1 1.5 36 1
GB24 C-BAR 10 1 0.6 36 1
STR 10 1 1.8 111 1
GB14 C-BAR 10 1 1.4 111 1
STR 10 1 1.5 80 1
GB15 C-BAR 10 1 0.6 80 1
STR 10 1 1.5 39 2
GB25 C-BAR 10 1 0.6 39 2
STR 10 1 1.5 64 1
GB26 C-BAR 10 1 0.6 64 1
STR 10 1 1.5 92 1
GB17 C-BAR 10 1 0.6 92 1
STR 10 1 1.5 49 1
GB18 C-BAR 10 1 0.6 49 1
STR 10 1 1.5 30 1
GB28 C-BAR 10 1 0.6 30 1
STR 10 1 1.8 139 1
GB29 C-BAR 10 1 1.4 139 1
GB3 STR 10 1 1.5 48 1
GB27 STR 10 1 1.5 150 1
STR 10 1 1.5 46 1
GB22 C-BAR 10 1 0.6 46 1
 STR 10 1 1.5 171 1
GB23 C-BAR 10 1 0.6 171 1
GB20 STR 10 1 1.5 35 1
LB2 STR 10 1 1.5 27 1
EB STR 10 1 1.5 49 1
STAIR
MAIN BAR 14 1 6.4 24 1
AXIS D MAIN BAR 14 1 3.5 24 1
MAIN BAR 14 1 6.25 10 2
MAIN BAR 14 1 2.6 10 4
MAIN BAR 14 1 2.6 10 2
STAIR B/N LIFT &SW6 DIST BAR 10 1 1.25 23 2
DIST BAR 10 1 1.25 17 2
RISER BAR 10 1 0.85 10 24
GROUND FLOOR SLAB MESH
BOT BAR 8 1 10.49 38 1
B/N AX A-B&1-2 BOT BAR 8 1 5.65 44 1
BOT BAR 8 1 8 30 1
B/NAXB-C&1-2 BOT BAR 8 1 4.3 41 1
BOT BAR 8 1 5.8 32 1
B/NAXC-D&1-2 BOT BAR 8 1 5.6 38 1
BOT BAR 8 1 9.3 38 1
B/N AXD-E-F&1-2 BOT BAR 8 1 8.45 50 1
BOT BAR 8 1 6.4 36 1
B/N AX F-G&AX1-2 BOT BAR 8 1 6.8 44 1
BOT BAR 10 1 5.82 30 1
B/N AX A-B&2-3 BOT BAR 8 1 8.05 41 1
BOT BAR 10 1 5.95 63 1
B/N AXB-C&2-3 BOT BAR 8 1 12 47 1
GS LANDING BOT BAR 8 1 2.5 11 1
BOT BAR 8 1 8 48 1
B/N AX3'EFG&2-3 BOT BAR 8 1 4.5 58 1
BOT BAR 10 1 7 53 1
B/N AX5'4'&3-RARE SIDE BOT BAR 8 1 11.4 40 1
BOT BAR 10 1 5.8 39 1
B/N AX 4'-LIFT&BC LIFT EDGEBOT BAR 8 1 7.3 33 1
B/N AX A-4'UPTO GB25 BOT BAR 8 1 11.4 13 1
BOT BAR 8 1 4.5 12 1
LIFT RARE SIDE BOT BAR 8 1 1.5 33 1
AXB B/N1-2 NEG BAR 10 1 3.18 40 1
AXC B/N1-2 NEG BAR 10 1 3.18 44 1
AXD B/N1-2 NEG BAR 10 1 3.65 44 1
AXE B/N1-2 NEG BAR 10 1 3.25 40 1
AX FB/N1-2 NEG BAR 10 1 3.2 40 1
GB8 AX2-3 NEG BAR 10 1 4.55 39 1
GB26 NEG BAR 10 1 7.15 30 1
GB17 AX2-LIFT NEG BAR 10 1 7.15 26 1
GB19 AX2-REAR SIDE NEG BAR 8 1 3.85 12 1
GB4 AX3-REAR SIDE NEG BAR 10 1 3.7 67 1
GB24 AXB-C NEG BAR 14 1 8 30 1
GB29 AX A-B NEG BAR 10 1 4.5 28 1
GB29 AXB-C NEG BAR 14 1 4.05 27 1
GB29 AXC-D NEG BAR 10 1 4.1 48 1
 GB15 AXD-E NEG BAR 8 1 3.5 35 1
GB15 AXE-F NEG BAR 10 1 1.8 7 1
GB15 AXF-G NEG BAR 12 1 3.6 25 1
GB2 NEG BAR 12 1 4.15 47 1
GB14 AX A-B NEG BAR 10 1 5.1 15 1
GB14 AXB-D NEG BAR 10 1 3.7 86 1
GB1 NEG BAR 12 1 4.6 65 1
GB25 NEG BAR 12 1 3.5 27 1
GB25' NEG BAR 10 1 2.8 8 1
LIFT RARE SIDE NEG BAR 8 1 1.8 30 1
DIST BAR 8 1 1.7 10 1
B/N AX A-B&1-2 DIST BAR 8 1 1.8 11 1
DIST BAR 8 1 1.7 8 1
B/NAXB-C&1-2 DIST BAR 8 1 1.4 11 1
DIST BAR 8 1 1.7 10 1
B/NAXC-D&1-2 DIST BAR 8 1 1.7 11 1
DIST BAR 8 1 1.8 10 1
B/N AXD-E-F&1-2 DIST BAR 8 1 2.94 11 1
DIST BAR 8 1 1.7 11 1
B/N AX F-G&AX1-2 DIST BAR 8 1 1.7 10 1
DIST BAR 8 1 1.5 14 1
B/N AX A-B&2-3 DIST BAR 8 1 1.9 6 1
DIST BAR 8 1 2.8 7 1
B/N AXB-C&2-3 DIST BAR 8 1 1.95 9 1
GS LANDING DIST BAR 8 1 1.2 4 1
DIST BAR 8 1 1.7 8 1
B/N AX3'EFG&2-3 DIST BAR 8 1 2.3 6 1
DIST BAR 8 1 1.5 10 2
B/N AX5'4'&3-RARE SIDE DIST BAR 8 1 3 6 1
DIST BAR 8 1 1.5 6 1
B/N AX 4'-LIFT&BC LIFT EDGE
DIST BAR 8 1 1.5 6 1
B/N AX A-4'UPTO GB25 DIST BAR 8 1 1.5 6 1
DIST BAR 8 1 1.5 6 1
LIFT RARE SIDE DIST BAR 8 1 1.5 6 1
MAIN BAR 10 1 2.45 32 1
manhole DIST BAR 10 1 1.25 13 2
DIST BAR 10 1 0.9 13 1
MAIN BAR 10 1 1.2 9 1
manhole covering MAIN BAR 10 1 0.75 14 1

Total length of bars(m)

Weight per meter length (kg/m)
Total Weight of bars (kg)
 Total length in meter for different diameter of bars

TOTAL NO Ø6mm Ø8mm Ø10mm Ø12mm Ø14mm Ø16mm Ø20mm Ø24mm Ø32mm
OF BARS

20 58
4 16
4 12.8
4 15.6
4 11.2
4 12.8
8 31.2
24 74.4
4 25.2
8 28.32
8 27.52
8 35.2
4 8
4 11.2
4 17.6

3 32.04
1 2.23
2 6.28
1 2.17
4 39.12
3 13.44
3 25.41
3 8.79
3 10.89
3 5.85
4 45
3 33.12
3 12.96
2 8.6
5 50.7
5 25.25
4 16.6
3 36
3 6.36
3 10.71
2 4.6
4 22.4
4 23.6
8 55.44
4 9.4
10 61.3
3 27.54
 1 2.348
3 14.85
5 41.4
5 23
4 15.2
3 36
3 4.8
3 10.89
3 9.9
5 56.25
3 29.85
2 4.6
2 5.8
2 3.7
4 36.2
12 60.48
8 33.12
3 23.55
1 2.15
2 8
4 27.8
3 32.97
2 4.7
2 6.5
2 4.3
4 40.36
3 19.26
2 4.7
2 4.7
4 22.08
5 21.9
4 13.92
6 62.7
6 32.4
4 9.2
6 27.48
6 20.7
4 36.48
8 43.2
8 72.96
2 12.22
2 3.34
3 9.75
4 20.84
2 17.92
2 18.8
2 4.7
2 7.14
2 7.42
2 4.98
3 33.18
3 17.85
3 18.75
 1 2.29
1 2.29
4 21.4
2 7.04
2 20.32
2 15.42
2 4.58
2 6.666
2 5.8
2 5.7
2 4.46
4 41.4
4 35.6
4 14.8
4 17.52
4 5
2 10.6
2 9.6

88 132
88 52.8
101 151.5
101 60.6
76 114
76 45.6
100 150
100 60
49 73.5
49 29.4
78 117
78 46.8
36 54
36 21.6
111 199.8
111 155.4
80 120
80 48
78 117
78 46.8
64 96
64 38.4
92 138
92 55.2
49 73.5
49 29.4
30 45
30 18
139 250.2
139 194.6
48 72
150 225
46 69
46 27.6
171 256.5
171 102.6
35 52.5
27 40.5
49 73.5

24 153.6
24 84
20 125
40 104
20 52
46 57.5
34 42.5
240 204

38 398.62
44 248.6
30 240
41 176.3
32 185.6
38 212.8
38 353.4
50 422.5
36 230.4
44 299.2
30 174.6
41 330.05
63 374.85
47 564
11 27.5
48 384
58 261
53 371
40 456
39 226.2
33 240.9
13 148.2
12 54
33 49.5
40 127.2
44 139.92
44 160.6
40 130
40 128
39 177.45
30 214.5
26 185.9
12 46.2
67 247.9
30
28 126
27
48 196.8
35 122.5
7 12.6
25 90
47 195.05
15 76.5
86 318.2
65 299
27 94.5
8 22.4
30 54
10 17
11 19.8
8 13.6
11 15.4
10 17
11 18.7
10 18
11 32.34
11 18.7
10 17
14 21
6 11.4
7 19.6
9 17.55
4 4.8
8 13.6
6 13.8
20 30
6 18
6 9
6 9
6 9
6 9
6 9
32 78.4
26 32.5
13 11.7
9 10.8
14 10.5

0 5887.56 7896.86 678.55 555.08 0 1628.454 268.64 0

0.22212 0.39488 0.617 0.88848 1.20932 1.57952 2.468 3.55392 6.31808
0 2324.8797 4872.3626 602.8781 671.26935 0 4019.0245 954.72507 0
Client:MOUNT VIEW REALESTATE
project:B+G+14 APARTMENT BUILDING
Locatipn:Addis Ababa
Subject:Payment Certeficate Fors sub structure work
Contracter:EPHREM MUSSIE construction p/s
Consultant:SIMRET Bayou Consulting Engineers and Architects
Description Unit Cont Exec amount Total amount
A. Super structure
1.CONCRETE WORK

Concrete quality c.40 with min. cement cotentof 360kg/m3 of concrete filled in to
formwrk and vibrated around reinfocements,formwork and reinforcements shall
be measured separately. `
A)In evaluation columns m 3
117.56 13.83 14106.48 195092.6184
b)In evaluation sheear walls m 3 518.49 36.86 14106.48 519964.8528
Reinforced concrete in class c-35 (with a 28-dey 15cm cube crushing
strength of 35Mpa).ppc grade42.5 and abave cement cast into
formworks and vibrated rod reinforcement bars.(formwork& reinfo
rcement bars are measured separately.
a)floor beam m3
b)floor slab m3
c)stair case m3 81 0

Provide and fix in position zigba wooden or appropriate steel form work for
Footing pads. Price shall include all activities related to making the moulds in the
required shape and size, and removing the form work on due date

A)To elevation columns m2 2137 86.70 945 81931.5

b)elevation shear walls m2 3162 262.57 945 248128.65
C)floor beams m2 164 945
D) staircase m2 237 945 0
e)To lift shaft m2 513 945 0
Ø8mm Kg 46,453.57 9 0
Ø10mm Kg 103,933.89 4739.497 9 42655.473
Ø12mm Kg 20,113.77 1,055.91 9 9,503.23
Ø14mm Kg 6,422.48 9 0
Ø16mm Kg 40,648.37 1136.227 9 10226.043
Ø20mm Kg 44,767.68 5648.7584 9 50838.8256
Ø24mm Kg 15622.1 9 0
Total Carried to Summary 1,158,341.19
CLIENT Mount view REALSTET
PROJECT B+G+14 APPARTMENT BUILDING
LOCATION ADDIS ABABA
CONTRACTOR EPHEREM MUSSIE& Frinds
Consu simret Bayou Conselting

I.MAIN CONTRUCT
DESCRIPTION AMOUNT
CURRENT TOTAL
CONTRACT EXCUTED EXCUTED
WORK AMOUNT WORK

A.SUPER-
STRUCTURE

1 CONCRETE WORK 23,590,616.39 715,057.47 715,057.47

2 FORMWORK 11,942,169.12 330,060.15 330,060.15
3 REINFORCING BARS
2,501,656.84 113,223.57 113,223.57

SUB-TOTAL A 38,034,442.35 1,158,341.19 1,158,341.19

SUB-TOTAL B

SUMMERY(A+B)
15% VAT 5,705,166.35 173,751.18

TOTAL SUMMERY 43,739,608.70 1,332,092.37

SUPERVISOR CONTRUCTOR