Page No:_________________

FOUNDATION FOOTING REINFORCEMENT BAR

diameter( No of
Axis m) Length(m) bars No of member 8 mm 12 mm 16 mm 20 mm
AXIS A-C 12 12.00 4 10.00 - 480.00 - -
AXIS 1-10 12 4.00 45 6.00 - 1,070.77 - -
GB Stirup 8 1.30 900 1.00 1,170.00 - - -
FOR G slab 8 9.60 190 1.00 1,824.00 - - -
FOR G slab 8 38.00 48 1.00 1,824.00 - - -
Total Length 4,818.00 1,550.77 - -
Weight (Kg/m) 0.40 1.21 1.58 2.47
Total mass(Kg) 1,903.11 1,874.88 - -

FOUNDATION FOOTING REINFORCEMENT BAR

diameter( No of
Axis m) Length(m) bars No of member 8 mm 14 mm 16 mm 20 mm
column 14 4.70 8 30.00 - 1,128.00 - -
AXIS 1-10 14 4.00 45 6.00 - 1,070.77 - -
AXIS A-C 12 12.00 4 10.00 - - - -
AXIS 1-10 12 4.00 45 6.00 - - - -
GB Stirup 8 1.30 900 1.00 1,170.00 - - -
FOR G slab 8 9.60 190 1.00 1,824.00 - - -
FOR G slab 8 38.00 48 1.00 1,824.00 - - -
Total Length 4,818.00 2,198.77 - -
Weight (Kg/m) 0.40 1.21 1.58 2.47
Total mass(Kg) 1,903.11 2,658.31 - -

Contractor: __________________________ Consultant: __________________________

Client: -GIZ, energy program
Contractor: -Amare Moges Building contractor Payment No. 01
Consultant: - Inprocon Africa Engineering Services plc.
Project: -Construction of fence and auxilaries and renovation of two meeting halls
Work Order 02
CONTRACT Executed
Item Description QUANTITY AMOUNT
No Unit Quantity Unit Rate (ETB) Amount (ETB) Previous Current Todate Previous Current Todate
A. CAR PARKING SHADE
1. Roofing
1.1 Supply and fix G-30 flat metal sheet gutter development ml 22.00 2,000.00 44,000.00
length 67 cm welded at joints Provide 2% slope price shall
include all necessary work to fulfill the job
- - - -
Total Carried to Summary….. 44,000.00 - - -
Total A. 44,000.00 - - -

B. GATE AND FENCE

1. Concrete work
1.1 Reinforced concrete in class C-25 (with a 28-day 15cm
cube crushing strength of 25MPa), cast into formworks
and vibrated around rod reinforcement bars.( formwork &
reinforcement bars are measured separately.) in: "Type of
cement to be ordinary Portland cement (OPC)"
- - - -
a. Copping ml 20.00 900.00 18,000.00 20.00 20.00 - 18,000.00 18,000.00
1.3 Reinforcement steel bars according to structural drawing.
Price includes cutting, bending, placing in position and
tying wires. - - - -
a) dia. 8mm deformed bar kg 35.00 120.00 4,200.00 25.08 25.08 - 3,009.90 3,009.90

Total Carried to Summary….. 22,200.00 - 21,009.90 21,009.90

Total B. 22,200.00 - 21,009.90 21,009.90
 C. TWO GUARD HOUSES
1. FINISHING WORK
1.1 28x3cm granite window & door sill bedded and jointed with
cement mortar 1:3. ml 9.00 3,323.13 29,908.20 8.64 8.64 - 28,711.87 28,711.87
1.2 Supply and fix PVC tile for floor finish. Quality type color
and paterren approved by the engineer. Price shall include
glue and all necessary items to complete the work. m2 20.00 950.00 19,000.00 18.90 18.90 - 17,955.00 17,955.00
Total Carried to Summary….. 48,908.20 - 46,666.87 46,666.87
2. ROOF WORK
2.1 Supply and fix G-30 flat metal sheet gutter development ml 8.00 2,000.00 16,000.00
length 67 cm welded at joints Provide 2% slope price shall
include all necessary work to fulfill the job
- - - -
Total Carried to Summary….. 16,000.00 - - -
Total C. 64,908.20 - 46,666.87 46,666.87
 D. STAFF CAFÉ
1. METAL WORK
1.1 All stucturtal member shall be well constructed and free
from hamfull defects each truss shall be painted anti
termaite solution joints firmly fixed each other by bond iron
plate and firmly fixed to vertical post RHS with 2mm
plate.The Price shall include all necessary work to fulfil the
job
- - - -
a) Supply and fix 80*80*3 vertical column post ml 19.00 1,500.00 28,500.00 - - - -
Total Carried to Summary….. 28,500.00 - - -
2. ROOFING WORK
2.1 Supply and fix G-30 galvanized sheet metal copping
development length 67cm fixed on parapet wall. Price
including all necessary work to fulfill the job. ml 40.00 2,000.00 80,000.00 - - - -
2.2 Supply and fix G-30 galvanized sheet metal Gutter
development length 67cm. Price include metal bracket
support and all other necessary accessories to fulfill the
job. ml 12.00 2,000.00 24,000.00 - - - -

Total Carried to Summary….. 104,000.00 - - -

3. ROOFING WORK omision
3.8 Supply and fix G-30 galvanized flat metal sheet gutter
fixed to metal sheet with 0.40mm thick flat metal strap.
Developmnt length 20mm.Price include metal bracket,
support and all other necessary accessories. ml 88.09 500.00 (44,045.00) - - - -
3.7 G-30 flat sheet copping of length 50cm.properly fixed on
parapet wall.price shall include all necessary work tofulfill
the job ml 42.00 500.00 (21,000.00) - - - -

Total Carried to Summary….. (65,045.00) - - -

Total D. 67,455.00 - - -
 E. RAMP
1. Ditch
1.1 Supply and construct circular ditch concrete of diameter
300mm building pavement surface for storm water
drainage. Price includes all civil and related works
ml 40.00 1,200.00 48,000.00 40.00 40.00 - 48,000.00 48,000.00

Total Carried to Summary….. 48,000.00 - 48,000.00 48,000.00

Total E. 48,000.00 - 48,000.00 48,000.00

I. INTERNAL WORKS
1. CONCRETE WORK
1.1 C-25 concrete on verendah of meeting and offices floor m2
slab 9.00 1,050.00 9,450.00 8.72 8.72 - 9,156.00 9,156.00
1.2 Reinforcement steel bars according to structural drawing.
Price includes cutting, bending, placing in position and
tying wires. - - - -
a) dia. 8mm deformed bar kg 4.68 120.00 561.60 4.68 4.68 - 561.60 561.60

Total Carried to Summary….. 10,011.60 - 9,717.60 9,717.60

2. BLOCK WORK
2.1 Supply and construct class 'C' 200x200x400mm HCB wall m2
with cement mortar 1:4 mix ratio. 22.00 700.00 15,400.00 16.14 16.14 - 11,295.90 11,295.90
2.2 Supply and construct class 'C' 150x200x400mm HCB wall m2
with cement mortar 1:4 mix ratio. 30.00 650.00 19,500.00 27.50 27.50 - 17,875.00 17,875.00
Total Carried to Summary….. 34,900.00 - 29,170.90 29,170.90
3. ROOFING
3.1 Demolishing the exisitng roof, facia board, gutter,
downpipe and external ceiling. Price shall include
appropriate storage to a specified space in the compound ls 1.00 10,000.00 10,000.00 1.00 1.00 - 10,000.00 10,000.00
3.2 Supply and fix G-28 CIS roof cover including washer, m2
roofing ridge nails and all necessary works and material to
full the jobs, roof measurement horizontal projection.
70.00 2,000.00 140,000.00 70.80 70.80 - 141,600.00 141,600.00
3.3 Supply and fix 2mm thick fiber glass for natural lighting for m2
offices and area between staffcafe and offices. Price shall
include all necessary works and material to complete the
work. 11.00 2,100.00 23,100.00 6.48 6.48 - 13,608.00 13,608.00
3.4 Supply and fix Kerrero fascia board 250x25mm. Price ml
includes one coat primer and two coats of varnish paint
and other necessary activity needed to complete the work.
13.00 400.00 5,200.00 23.50 23.50 - 9,400.00 9,400.00
3.5 Supply and fix G-30 flat metal sheet gutter development ml
length 67 cm welded at joints Provide 2% slope price shall
include all necessary work to fulfill the job
13.00 2,000.00 26,000.00 - - - -
3.6 Supply and fix 110mm diameter PVC 2.2 mm thickness ml
down pipe as per the drawing, price shall include metal
strap supports c/c 80cm, wire strainer and all other 10.00 450.00 4,500.00 - - - -
necessary accessories Total Carried to Summary….. 208,800.00 - 174,608.00 174,608.00
 4. FINISHING
4.1 Apply three coats of external and internal wall plastering
with
a) Tocement
internalmortar 1:3 mix ratio.
wall surface m2 140.00 500.00 70,000.00 122.78 122.78 - 61,391.50 61,391.50
b) To external wall surface m2 35.00 500.00 17,500.00 21.30 21.30 - 10,649.50 10,649.50
4.2 Supply & apply final coat of gypsum plaster : m2
120.00 180.00 21,600.00 137.60 137.60 - 24,767.10 24,767.10
4.3 supply and fix 8mm thick chipwood ceiling for toilet and m2
verendah. Price shall include all necessary work to fulfill
the job 30.00 700.00 21,000.00 29.75 29.75 - 20,825.00 20,825.00
4.4 Supply and fix 18mm thick MDF cladding on celing of m2
meeting room as showen on 3D design. Price shall include
all necessary works. 12.00 8,500.00 102,000.00 - - - -
Total Carried to Summary….. 232,100.00 - 117,633.10 117,633.10
 5.WINDOWS AND DOORS
5.1. Windows and Doors Addition
supply and fix swinging aluminum door and partition for
privacy of urinals, 2mm thick average weight 1000gm/ml,
door kick plate 1500gm/ml, partly covered with aluminum
sheet according to the detail drawing, panel made hinge
handles should be best quality, 5mm clear glass and all
the necessary accessories to complete the work. Quality
and color to be approved by the Engineer.

- - - -
5.1 Swinging door size (80x210cm) pcs. 1.00 25,200.00 25,200.00 - - - -
5.2 Partition size (100x150cm) pcs. 3.00 22,500.00 67,500.00 - - - -
Total Carried to Summary….. 92,700.00 - - -
6. SANITARY INSTALLATION
HAND WASH BASINS - - - -
6.1 Supply and fix hand wash basins made of white vitreous No 1.00 15,225.00 15,225.00 - - - -
6.2 china
Supplywith
andlever controlled
fix urinals madecold watervitreous
of white tap, complete with
china type No 2.00 15,225.00 30,450.00 - - - -
plug,
R.A.Lchrome
Ceramics plated chain holder,
or equivalent. P- shall
Price smellinclude
trap with
smell
connection
trap and all pipe and with
necessary all other necessary accessories.
accessories.
Total Carried to Summary….. 45,675.00 - - -
7. FLOOR AND WALL FINISH
7.1 5cm thick cement screed m2 8.50 300.00 2,550.00 - - - -
- - - -
Total Carried to Summary….. 2,550.00 - - -
Total I. 626,736.60 - 331,129.60 331,129.60

J. CHANGING SHADE TO OFFICE

1. ROOFING
1.1 Supply and fix G-28 CIS roof cover including washer, m2
roofing ridge nails and all necessary works and material to
full the job, for extended roof. Roof measurement
horizontal projection. 15.00 2,000.00 30,000.00 15.00 15.00 - 30,000.00 30,000.00
Total Carried to Summary….. 30,000.00 - 30,000.00 30,000.00
2. FINISHING WORK
2.1 28x3cm granite window & door sill bedded and jointed with
cement mortar 1:3. ml 15.00 3,323.13 49,846.99 14.79 14.79 - 49,149.14 49,149.14
3.1 supply and fix Terrazo tile 20x20cm*2cm for verendah and m2
stair. Price include all necessary works to complete the
job. 16.00 800.00 12,800.00 - - - -
Total Carried to Summary….. 62,646.99 - 49,149.14 49,149.14
Total J. 92,647.00 - 79,149.14 79,149.14

K. RENOVATION OF OFFICE
1. Joinery
 1.1 Make the wooden door according to approved shop
drawings.
In case of flush compressed doors, make the internal fillers
from white wood with 3cm maximum distance between
fillers, and 3cm minimum width for each one. Make the
architraves using hard wood unless otherwise specified.
Forming fillers as specified in the drawings and make a
tongue through the longitudinal part of the frame with
minimum 1cm length. Doors which their connections
include gaps, shall be rejected.

Use class (1) wood to make the frames with appropriate

width and 4.5cm thick with appropriate architraves from
both sides of the frame. Fix the frame with 10cm minimum
length under the tiling level. Coat the frame with primer
coat then two coats of white cold bitumen for the back and
buried part before fixation.
Use high quality accessories for doors made of brass or
chrome, approved by engineer. Use first class, approved
quality locks' door stop and handles according to the type
specified in the particular specifications.

Wooden Door for entrance

D1 size (115x210cm) m2 2.42 12,000.00 28,980.00 1.00 1.00 - 12,000.00 12,000.00
Total Carried to Summary….. 28,980.00 - 12,000.00 12,000.00
2. FINISHING WORK
2.1 Supply and fix SPC floor finish tile with all necessary m2
material to fulfill the work 190.00 1,650.00 313,500.00 172.68 172.68 - 284,922.00 284,922.00
2.2 Supply and fix SPC Door sill on edges and required place. ml
40.00 750.00 30,000.00 26.00 26.00 - 19,500.00 19,500.00
Total Carried to Summary….. 343,500.00 - 304,422.00 304,422.00
2. FINISHING WORK Omision
2.1 Supply and fix 8mm good quality non slipery ceramic floor
tiles. m2 122.00 1,800.00 (219,600.00) - - - -
2.2 Install approved standard glossy or polished porcelane
floor tiles for all others execpt toilet and kitchen.
(Confrence room 1) m2 55.00 2,000.00 (110,000.00) - - - -
2.3 Porcelane skirting ml 18.00 300.00 (5,400.00) - - - -

Total Carried to Summary….. (335,000.00) - - -

Total K. 37,480.00 - 316,422.00 316,422.00

TOTAL 1,003,426.79 - 842,377.51 842,377.51

 አማረ ሞገስ ሕንፃ ስራ ተቋራጭ Document No:
AM/ECD/001/20
Amare Moges Building contractor
Kind of Doc: Issue No: Interim payment #1
Title: Take off sheet
From Issue Date: Work order 02
No LxWxH Total Description No LxWxH Total Description
Gate and fence
Concrete work Roofing
1 C-25 concrete copping 1 Demolishing of existing roof
20.00 1.00
20.00 ml total 1.00 lps total

Rebar summery Supply and fix G-28 CIS roof cover

25.08 kg 8mm dia. Deformed rebar 1 11.20
6.90
Two guard houses 77.28
28x3cm granite window & door sill -2 1.80
2 W1 1.80
2.00 (6.48)
4.00
2 W2 70.80 m^2 total
1.12
2.24 Supply and fix 2mm thick fiber glass
3 D1 2 1.80
0.80 1.80
2.40 6.48

8.64 ml total 6.48 m^2 total

Supply and fix PVC tile for floor finish. Supply and fix Kerrero fascia board 250x25mm
2 2.70 1
3.50 23.50
18.90 23.50

18.90 m^2 total 23.50 ml total

Ramp 4. FINISHING
1 circular ditch a) To internal wall surface plastering
40.00 1 10.96 door side wall
40.00 2.50
27.40
40.00 ml -3 1.60 DDt w1
1.60
Internal work (7.68)
C-25 concrete -2 0.80 DDt D1
1 4.36 Ground floor slab 2.10
2.00 (3.36)
8.72 -1 1.15 DDt D2
2.10
8.72 m^2 total (2.42)
4 5.50 Office 1, 2 & meeting wall
Rebar summery 2.50
4.68 kg 8mm dia. Deformed rebar 55.00
3 5.62 toilet partition wall
Supply and construct class 'C' 200x200x400 2.30
1 10.96 door side wall 38.78
2.50 -3 0.70 DDt D1
27.40 2.10
-3 1.60 DDt w1 (4.41)
1.60 -3 0.25 DDt w1
(7.68) 1.00
-2 0.80 DDt D1 (0.75)
2.10 1 3.90 toilet door side
(3.36) 2.30
-1 1.15 DDt D2 8.97
2.10 1 3.60 handwash area
(2.42) 2.30
1 10.96 Copping 8.28
0.20 1 1.80
2.19 1.65
2.97
16.14 m^2 total
122.78 m^2 total
Supply and construct class 'C' 150x200x400mm HCB wall
2 5.50 Office 1, 2 & meeting wall
2.50
27.50

27.50 m^2 total

b) To external wall surface Renovation work

______________________________ page 9 of 41 ______________________________
prepared by approved by
 አማረ ሞገስ ሕንፃ ስራ ተቋራጭ Document No:
AM/ECD/001/20
Amare Moges Building contractor
Kind of Doc: Issue No: Interim payment #1
Title: Take off sheet
From Issue Date: Work order 02
No LxWxH Total Description No LxWxH Total Description
1 10.96 door side wall Wooden Door for entrance
2.50 1 D1 size (115x210cm)
27.40 1.00
-3 1.60 DDt w1 1.00 No. total
1.60
(7.68) Supply and fix SPC floor finish tile
-2 0.80 DDt D1 1 18.30 corridor 1
2.10 1.70
(3.36) 31.11
-1 1.15 DDt D2 1 21.50 corridor 2
2.10 1.70
(2.42) 36.55
1 1.80 1 6.10 reception
1.65 8.00
2.97 48.80
2 10.96 Copping 1 2.60 existing corridor
0.20 2.20
4.38 5.72
1 10.10 conference room 2
21.30 m^2 total 5.00
50.50
Supply & apply final coat of gypsum plaster :
2 10.96 door side wall 172.68 m^2 total
2.50
54.80 Supply and fix SPC Door sill
-3 1.60 DDt w1 1 26.00
1.60 1.00
(7.68) 26.00
-2 0.80 DDt D1
2.10 26.00 ml total
(3.36)
-1 1.15 DDt D2
2.10
(2.42)
7 5.50 Office 1, 2 & meeting wall
2.50
96.25

137.60 m^2 total

supply and fix 8mm thick chipwood ceiling for toilet and verendah
1 16.00 verendah celing
1.00
16.00
1 2.50 toilet celing
5.50
13.75

29.75 m^2 total

Changing shade to office

Supply and fix G-28 CIS roof cover including washer
1 1.50 verendah extending
10.00
15.00

15.00 m^2 total

28x3cm granite window & door sill

5 W1
1.55
7.75
2 W2
2.02
4.04
3 D1
1.00
3.00

14.79 ml total

______________________________ page 10 of 41 ______________________________

prepared by approved by
 አማረ ሞገስ ሕንፃ ስራ ተቋራጭ Document No:
AM/ECD/001/20
Amare Moges Building contractor
Kind of Doc: Issue No: Interim payment #1
Title: Take off sheet
From Issue Date: Work order 02
No LxWxH Total Description No LxWxH Total Description

______________________________ page 11 of 41 ______________________________

prepared by approved by
 Project: Construction of fence and auxilaries and renovation of two meeting halls
Client: GIZ, energy program
Contractor: Amare moges building contractor Interim payment #4
Consultant: Inprocon Africa Engineering Services plc. Reinforcement analysis Work order 02
No of No of Total No Total quantity in bars
LOCATION ID BAR DIA L(m) Bars Members of Bars 6 8 10 12 14 16 20 24
Internal work
Ground floor slab
hor. 8 4.00 8 1 8.00 32.0
ver. 8 1.50 21 1 21.00 31.5

Total length(m)= 0.00 63.50 0.00 0.00 0.00 0.00 0.00 0.00
Kg/ml= 0.222 0.395 0.617 0.888 1.209 1.579 2.467 3.552
Sub total Wt(Kg)= 0.00 25.08 0.00 0.00 0.00 0.00 0.00 0.00

No of No of Total No Total quantity in bars

LOCATION ID BAR DIA L(m) Bars Members of Bars 6 8 10 12 14 16 20 24
Changing shade to office
Ground floor slab
hor. 8 9.95 40 1 40.00 398.0
ver. 8 7.15 55 1 55.00 393.3

Total length(m)= 0.00 791.25 0.00 0.00 0.00 0.00 0.00 0.00
Kg/ml= 0.222 0.395 0.617 0.888 1.209 1.579 2.467 3.552
Sub total Wt(Kg)= 0.00 312.54 0.00 0.00 0.00 0.00 0.00 0.00

______________________________ page 12 of 41 ______________________________

 Client: - Awash international bank S.C
Contractor: -Amare Moges Building contractor
Location:- Shashemene Date janu 26.2023
Project: -Shashemene G+2 Aquired building and modification work
EXCEEDING SUMMERY
CONTRACT EXECUTED AMOUNT
Item DISCRIPTION Remark
UNIT AMOUNT Previous Current Todate Exceeding amount Persent
A GENERAL ITEM
1.00 Demolishing work Birr 95,000.00 95,000.00 - 95,000.00 -
SUB TOTAL - A Birr 95,000.00 95,000.00 - 95,000.00 -
B SUB-STRUCTURE - -
1.00 Excavation and earth works Birr 68,375.00 3,818.75 - 3,818.75
2.00 Concrete work Birr 392,245.45 41,356.76 - 41,356.76
3.00 Masonary Birr 17,250.00 99,728.00 - 99,728.00 82,478.00 478%
SUB TOTAL - B Birr 477,870.45 144,903.51 - 144,903.51
C SUPER-STRUCTURE
1.00 Concrete work Birr 1,306,743.20 1,949,619.62 - 1,949,619.62 642,876.42 49%
2.00 Block work Birr 446,463.00 525,829.75 - 525,829.75 79,366.75 18%
3.00 Roofing work Birr 1,219,800.00 1,504,456.00 - 1,504,456.00 284,656.00 23%
4.00 Joinary Birr - - -
5.00 Steel stracture Birr 1,946,334.86 2,131,621.65 - 2,131,621.65 185,286.79 10%
6.00 Metal Work Birr 9,958,745.90 2,325,292.03 10,079,661.13 12,404,953.15 2,446,207.25 25%
7.00 Finishing work Birr 5,472,123.60 5,727,971.76 343,639.73 6,071,611.49 599,487.89 11%
8.00 Glazing Birr 342,984.00 - - (342,984.00)
9.00 Painting Birr 47,520.00 222,150.70 118,658.20 340,808.90 293,288.90 617%
10.00 Electrical Installation Birr 1,028,400.00 1,813,200.00 392,000.00 2,205,200.00 1,176,800.00 114%
11.00 Sanitery installation Birr 1,568,220.00 1,678,568.42 - 1,678,568.42 110,348.42 7%
SUB TOTAL - C Birr 23,337,334.56 17,878,709.94 10,933,959.06 28,812,668.99 5,475,334.43 23%
Vat 15% 3,500,600.18 2,681,806.49 1,640,093.86 4,321,900.35 821,300.16
26,837,934.74 20,560,516.43 12,574,052.91 33,134,569.34 6,296,634.60

E Varation No-1
1.00 Block Work Birr 735,924.09 494,023.97 - 494,023.97
Concret work and Block Birr
2.00 work 340,972.43 262,163.01 - 262,163.01
3.00 External paint Birr 505,441.26 409,894.35 - 409,894.35
SUB TOTAL - E Birr 1,582,337.78 1,166,081.34 - 1,166,081.34 - -
SUB TOTAL - A+B+C+D+E Birr 25,492,542.79 19,284,694.79 10,933,959.06 30,218,653.85 5,475,334.43 29%
Vat 15% 3,823,881.42 2,892,704.22 1,640,093.86 4,532,798.08 821,300.16
Grand total with vat 29,316,424.21 22,177,399.01 12,574,052.91 34,751,451.93 6,296,634.60 29%

Prepared by: page 13 of 41 Approved by:

_____________________________________ _____________________________________
 Client: - Awash international bank S.C
Contractor: -Amare Moges Building contractor
Location:- Shashemene Date:- 1-May-22
Project: -Shashemene G+2 Aquired building and modification work 0

SURVICE 01 SUMMERY
CONTRACT EXECUTED AMOUNT
Item DISCRIPTION Remark
UNIT AMOUNT Previous Current Todate

A GENERAL ITEM - -
1.00 Demolishing work Birr 95,000.00 - -

SUB TOTAL - A Birr 95,000.00 - - -

B SUB-STRUCTURE - -
1.00 Excavation and earth works Birr 68,375.00 - -
2.00 Concrete work Birr 392,245.45 - -
3.00 Masonary Birr 17,250.00 - -

SUB TOTAL - B Birr 477,870.45 - - -

C SUPER-STRUCTURE
1.00 Concrete work Birr 1,306,743.20 - -
2.00 Block work Birr 446,463.00 - -
3.00 Roofing work Birr 1,219,800.00 - -
4.00 Joinary Birr - -
5.00 Steel stracture Birr 1,946,334.86 - -
6.00 Metal Work Birr 9,958,745.90 -
7.00 Finishing work Birr 5,472,123.60 343,639.73 343,639.73
8.00 Glazing Birr 342,984.00 -

Prepared by: Approved by:

page 14 of 41
_____________________________________ _____________________________________
 Client: - Awash international bank S.C
Contractor: -Amare Moges Building contractor
Location:- Shashemene Date:- 1-May-22
Project: -Shashemene G+2 Aquired building and modification work 0
9.00 Painting Birr 47,520.00 -
10.00 Electrical Installation Birr 1,028,400.00 392,000.00 392,000.00
11.00 Sanitery installation Birr 1,568,220.00 - -

SUB TOTAL - C Birr 23,337,334.56 - 735,639.73 735,639.73

SUB TOTAL - A+B+C Birr 23,910,205.01 - 735,639.73 735,639.73

D ADDITIONAL WORK
1.00 ADDITIONAL WORK OREDR Birr 1,187,178.95 175,590.82 175,590.82

SUB TOTAL - D Birr 1,187,178.95 - 175,590.82 175,590.82

SUB TOTAL - A+B+C+D Birr 25,097,383.96 - 911,230.55 911,230.55 -

Prepared by: Approved by:

page 15 of 41
_____________________________________ _____________________________________
 Client: - Awash international bank S.C
Contractor: -Amare Moges Building contractor
Project: -Shashemene G+2 Aquired building and modification work Date:- Janu 25,2023
Statement
Executed
CONTRACT
QUANTITY AMOUNT
Item
DISCRIPTION
No.
Exceding Exceding amount Exceding Remark
in %
Unit Qty Rate Amount Previous Current Todate qty Previous Current Todate

A. DEMOLISHING
Demolish and remove WORK
the existing house with made of front
part ribbed metal sheet,CIS shett roof cover constraction and
1.10 handover the wanted material to the client Ls 1.00 20,000.00 20,000.00 1.00 1.00 - 20,000.00 - 20,000.00 - 0%
1.20 Demolish HCBwalls and cartaway unwanted material Ls 1.00 25,000.00 25,000.00 1.00 1.00 - 25,000.00 - 25,000.00 - 0%
1.30 Demolish rc slab and and cart awey an wanted material Ls 1.00 50,000.00 50,000.00 1.00 1.00 - 50,000.00 - 50,000.00 - 0%
- -
Total carried to summary birr 95,000.00 95,000.00 - 95,000.00 - 0%
B. SUB STRUCTURE
1. EXCAVATION & EARTH WORK
Clearing of the site to an average of 20cm from natural
1.10 ground level m2 200.00 20.00 4,000.00 64.35 64.35 135.65 1,287.00 - 1,287.00 2,713.00 -68%
1.20 Bulk excavation not greater than 150cm m3 36.00 120.00 4,320.00 - - 36.00 - - - 4,320.00 -100%
Backfill around foundation with selected excaveted material
1.30 from the site m3 40.50 70.00 2,835.00 - - 40.50 - - - 2,835.00 -100%
Backfill around foundation with selected excaveted material
1.40 from quarry m3 200.00 110.00 22,000.00 - - 200.00 - - - 22,000.00 -100%
1.50 25cm thick basaltic or equvalent stone hardcore wall. m2 230.00 130.00 29,900.00 19.48 19.48 210.53 2,531.75 - 2,531.75 27,368.25 -92%
cartaway surplus execavated material and dispose it away
1.60 from site M3 76.00 70.00 5,320.00 - - 76.00 - - - 5,320.00 -100%
- - - - - - -
Total carried to summary birr 68,375.00 3,818.75 - 3,818.75 64,556.25 -94%
Masonary
Around
1.70 50cm thick stone masonry below ground level m3 5.00 2,300.00 11,500.00 43.36 43.36 (38.36) 99,728.00 - 99,728.00 (88,228.00) 767% external toilet
1.80 Ditto but above ground level m3 2.50 2,300.00 5,750.00 - - 2.50 - - - -100%
Total carried to summary birr 17,250.00 99,728.00 - 99,728.00 (88,228.00) 478%
3. CONCRETE WORK
50mm thick lean concrete in class C-5 with minimum of
2.10 150kg/m3 cement m2 36.00 150.00 5,400.00 34.45 34.45 1.55 5,167.50 - 5,167.50 232.50 -4%
Construct reinforced concrete retaing wall as showen in
2.20 concrete class C-25, with minimum cement 360kg/m3 m3 24.60 3,500.00 86,100.00 - - 24.60 - - - 86,100.00 -100%
2.30 C-25 10cm thick reinforecment concrete floor slab m2 27.00 300.00 8,100.00 19.47 19.47 7.53 5,842.50 - 5,842.50 2,257.50 -28%
2.30 C-20 10cm thick reinforecment concrete for site work m2 200.00 300.00 60,000.00 - - 200.00 - - - 60,000.00 -100%
Reinforcement steel bar according to the structural
drawing.Price shall include cutting , bending and placing in
2.40 position. - - - - - - - -
Dia.8 deformed bar Kg 1,618.35 85.00 137,559.75 357.02 357.02 1,261.33 30,346.76 - 30,346.76 107,212.99 -78%
Dia.10 deformed bar Kg - - - - - - - -
Dia.12 deformed bar Kg 783.22 85.00 66,573.70 - - 783.22 - - - 66,573.70 -100%
Dia.14 deformed bar Kg - - - - - - - -
Dia.16 deformed bar Kg - - - - - - - -
2.50 Provide cut and fixing in postion plywood formwork - - - - - - - -
a) for RC retaining wall m2 129.60 220.00 28,512.00 - - 129.60 - - - 28,512.00 -100%
Total carried to summary birr 392,245.45 41,356.76 - 41,356.76 350,888.69 -89%
B.Super Structure
1.CONCRETE WORK
Reinforced concrete in class C-25 with minimum Ordinary
Portland Cement content of 360kg/m3 filled into form work
and vibrated around reinforcement bar. (Formwork and
1.10 reinforcement measured separately):
a elivation column m3 0.68 15,000.00 10,200.00 10.86 10.86 (10.18) 162,945.00 - 162,945.00 (152,745.00) 1498%
b in beam m3 51.89 12,000.00 622,680.00 67.37 67.37 (15.48) 808,450.50 - 808,450.50 (185,770.50) 30%
1.20 Provid ,cut and fixing in postion plywood formwork - - - - - - - -
a elivation column m2 8.40 450.00 3,780.00 81.36 81.36 (72.96) 36,612.00 - 36,612.00 (32,832.00) 869%
b in beam m2 449.74 450.00 202,383.00 632.82 632.82 (183.08) 284,767.43 - 284,767.43 (82,384.42) 41%

Design
modification
e.g lintel
external toilet
beam concret
Prepared by: page 16 of 41 coping Approved by:
_________________________________ ________________________________
 Statement
Executed
CONTRACT
QUANTITY AMOUNT
Item
DISCRIPTION
No.
Exceding Exceding amount Exceding Remark
in %
Unit Qty Rate Amount Previous Current Todate qty Previous Current Todate
Reinforcement steel bar according to the structural drawing.
Price shall include cutting bending and placing in position.
1.30 - - - - - - - -
a Dia.8 deformed bar Kg 1,372.85 95.00 130,420.75 2,475.06 2,475.06 (1,102.21) 235,130.44 - 235,130.44 (104,709.69) 80%
b Dia.24 deformed bar Kg - - - - - - - - Design
c Dia.20 deformed bar Kg - - - - - - - - modification
d Dia.14 deformed bar Kg 1,466.50 95.00 139,317.50 1,742.16 1,742.16 (275.66) 165,505.43 - 165,505.43 (26,187.93) 19% e.g lintel
external toilet
e Dia.16 deformed bar Kg 2,083.81 95.00 197,961.95 2,696.93 2,696.93 (613.12) 256,208.82 - 256,208.82 (58,246.87) 29% beam concret
f Dia.12 deformed bar Kg - coping
Total carried to summary birr 1,306,743.20 1,949,619.62 - 1,949,619.62 (642,876.42) 49%
Block work
20 cm thick Class B m2 493.02 650.00 320,463.00 551.35 551.35 (58.33) 358,378.15 - 358,378.15 (37,915.15) 12%
design
15 cm thick Class B modification
m2 210.00 600.00 126,000.00 279.09 279.09 (69.09) 167,451.60 - 167,451.60 (41,451.60) 33% and re work
-
Total carried to summary birr 446,463.00 525,829.75 - 525,829.75 (79,366.75) 18%
3. ROOFING WORK

Roofing Ega 500 0.4mm thick

m2 721.00 1,600.00 1,153,600.00 908.48 908.48 (187.48) 1,453,564.00 - 1,453,564.00 (299,964.00) 26%
3mm transparent fiber glass Or equvalent PVC sky ligth m2 80.00 600.00 48,000.00 44.92 44.92 35.08 26,952.00 - 26,952.00 -44% Design
modification
Supply and fix G-28 Galvnized sheet metal around
gutter,development length=1.00 m ml 52.00 350.00 18,200.00 68.40 68.40 (16.40) 23,940.00 - 23,940.00 (5,740.00) 32% external toilet
- - - -
Total carried to summary birr 1,219,800.00 1,504,456.00 - 1,504,456.00 (305,704.00) 23%
4. STEEL STRACTURE
Supply assemble and erect steel structure
RHS Truss
Upper and lower cored , diagonal and vertical member
Size 50*50*2.5mm Design
kg 1,328.99 305.00 405,341.95 1,377.46 1,377.46 (48.47) 420,123.91 - 420,123.91 (14,781.96) 4% modification
Size 40*40*2.5mm Design
kg 1,115.52 305.00 340,233.60 1,567.02 1,567.02 (451.50) 477,941.10 - 477,941.10 (137,707.50) 40% modification
Lattice purlin - - - - - - - -
Size 30*30*2mm Design
kg 1,960.59 305.00 597,979.95 2,386.38 2,386.38 (425.79) 727,847.12 - 727,847.12 (129,867.17) 22% modification
Size 20*20*2mm kg 1,036.83 305.00 316,233.15 392.21 392.21 644.62 119,624.57 - 119,624.57 196,608.58 -62%
Metal plate , size 200*200*8mm plate pcs 25.00 600.00 15,000.00 23.00 23.00 2.00 13,800.00 - 13,800.00 1,200.00 -8%
Alloy steel bolte Dia. 16mm J-bolt development length -
300with washer and nut pcs 92.00 400.00 36,800.00 92.00 92.00 - 36,800.00 - 36,800.00 - 0%
5mm thick connection stiffness plates of size 200*200mm
grade -fe430fy-275Mpa kg 152.29 300.00 45,687.00 36.11 36.11 116.18 10,833.00 - 10,833.00 34,854.00 -76%
the room hight of the ground flooris 4.6m - - - - - - - -
60*60*3mm kg 300.22 180.00 54,039.60 648.70 648.70 (348.48) 116,765.28 - 116,765.28 (62,725.68) 116%
50*50*2.5mm kg 306.49 180.00 55,168.20 594.56 594.56 (288.07) 107,021.16 - 107,021.16 (51,852.96) 94% Design
Size 40*40*2.5mm kg 179.62 180.00 32,331.60 560.36 560.36 (380.74) 100,865.52 - 100,865.52 (68,533.92) 212% modification
pvc celing m2 82.08 250.00 20,520.00 - - 82.08 - - - 20,520.00 -100%
50*50*2.5mm frame and 20*30*2.5mm grill c/c 10cm with
80*210cm doors,6mm tinted glass ls 3.00 5,000.00 15,000.00 - - 3.00 - - - 15,000.00 -100%
50*50*2.5mm frame and 20*30*2.5mm grill c/c 10cm with
100*120cm windows 6mm tinted glass ls 3.00 4,000.00 12,000.00 - - 3.00 - - - 12,000.00 -100%
-
Total carried to summary birr 1,946,335.05 2,131,621.65 - 2,131,621.65 (185,286.60) 10%
5.Aluminium work

5.1.Remove the existing dameged partaion and store ls 1.00

50,000.00 50,000.00 - 1.00 - - - 50,000.00 -100%

5.2.Supply and fix aluminum profile partion wall frames

complate with 5mm tinted glass 4mm aluminiume pannel
where reqiede,Italy made cylinderical locks at equvalint.
EPDM rubber best qulity iron manger with minimum
thickness of profile 1.6mm vertical profile shall have
amaximum distance of 90cm from each other and horizontal
ones shall have a maximum distance of 110cm each other.
- -
Window -

Prepared by: page 17 of 41 Approved by:

_________________________________ ________________________________
 Statement
Executed
CONTRACT
QUANTITY AMOUNT
Item
DISCRIPTION
No.
Exceding Exceding amount Exceding Remark
in %
Unit Qty Rate Amount Previous Current Todate qty Previous Current Todate
5.2.1 Type W1 ize 417*60cm m2 2.50 4,300.00 10,750.00 2.46 2.46 0.04 - 10,578.00 10,578.00 172.00 -2%
5.2.2 Type W2 ize 1125*60cm m2 6.75 4,300.00 29,025.00 9.32 9.32 (2.57) - 40,076.00 40,076.00 (11,051.00) 38%
5.2.3 Type W3 ize 400*60cm m2 2.40 4,300.00 10,320.00 - 2.40 - - - 10,320.00 -100%
5.2.4 Type W4 ize 130*60cm m2 0.78 Design
4,300.00 3,354.00 7.80 7.80 (7.02) - 33,540.00 33,540.00 (30,186.00) 900% modification
5.2.5 Type W5 ize 200*60cm m2 4.80 Design
4,300.00 20,640.00 8.95 8.95 (4.15) - 38,476.40 38,476.40 (17,836.40) 86% modification
5.2.6 Type W6 ize 1196*60cm m2 7.18 4,300.00 30,874.00 - 7.18 - - - 30,874.00 -100%
5.2.7 Type W7 ize 347*150cm m2 5.21 4,300.00 22,403.00 5.22 5.22 (0.01) - 22,446.00 22,446.00 (43.00) 0%
5.2.8 Type W8 ize 342*150cm m2 5.13 4,300.00 22,059.00 - 5.13 - - - 22,059.00 -100%
5.2.9 Type W9 ize 290*150cm m 4.35 4,300.00 18,705.00 - 4.35 - - - 18,705.00 -100%
Window Doors - - - - - - -
- - - - - -
5.2.1 Type DW1= Size 385*460cm m2 17.71
7,500.00 132,825.00 13.49 5.78 19.27 (1.56) 101,167.50 43,357.50 144,525.00 (11,700.00) 9%
5.2.11 Type DW2= Size 417*460cm m2 19.18
7,500.00 143,850.00 16.10 6.90 23.00 (3.82) 120,750.00 51,750.00 172,500.00 (28,650.00) 20%
5.2.12 Type DW3= Size 280*460cm m2 12.88 7,500.00 96,600.00 - 17.38 17.38 (4.50) - 130,350.00 130,350.00 (33,750.00) 35%
5.2.13 Type DW4= Size 145*460cm m2 6.67 7,500.00 50,025.00 28.98 12.42 41.40 (34.73) 217,350.00 93,150.00 310,500.00 (260,475.00) 521%
5.2.14 Type DW5= Size 401*460cm m2 18.45 7,500.00 138,375.00 34.78 14.90 49.68 (31.23) 260,820.00 111,780.00 372,600.00 (234,225.00) 169% Design
modification
5.2.15 Type DW6= Size 245**460cm m2 11.27 7,500.00 84,525.00 17.56 18.18 35.74 (24.47) 131,670.00 136,380.00 268,050.00 (183,525.00) 217%
5.2.16 Type DW7= Size 230**460cm m2 10.58 7,500.00 79,350.00 7.79 28.42 36.22 (25.64) 58,461.90 213,155.10 271,617.00 (192,267.00) 242%
5.2.17 Type DW8= Size 296*460cm m2 13.62 7,500.00 102,150.00 13.14 5.63 18.77 (5.15) 98,541.45 42,232.05 140,773.50 (38,623.50) 38%
5.2.18 Type DW9= Size 277*460cm m2 12.74 7,500.00 95,550.00 7.01 13.45 20.47 (7.73) 52,585.58 100,911.68 153,497.25 (57,947.25) 61%
5.2.19 Type DW10= Size 301*460cm m2 13.85 7,500.00 103,875.00 11.99 15.59 27.58 (13.73) 89,952.97 116,926.28 206,879.25 (103,004.25) 99%
5.2.20 Type DW11= Size 413*460cm m2 19.00 7,500.00 142,500.00 50.25 50.25 (31.25) - 376,890.00 376,890.00 (234,390.00) 164%
5.2.21 Type DW12= Size 233*460cm m2 10.72 7,500.00 80,400.00 10.69 10.69 0.03 - 80,190.00 80,190.00 210.00 0%
5.2.22 Type DW13= Size 243**460cm m2 11.18 7,500.00 83,850.00 10.41 10.41 0.77 - 78,045.00 78,045.00 5,805.00 -7%
5.2.23 Type DW14= Size 227*460cm m2 10.44 7,500.00 78,300.00 10.41 10.41 0.03 - 78,045.00 78,045.00 255.00 0%
5.2.24 Type DW15= Size 248*460cm m2 11.41 7,500.00 85,575.00 10.27 10.27 1.14 - 77,055.00 77,055.00 8,520.00 -10%
5.2.25 Type DW16= Size 224*460cm m2 10.30 7,500.00 77,250.00 10.27 10.27 0.03 - 77,055.00 77,055.00 195.00 0%
5.2.26 Type DW17= Size 188*460cm m2 8.65 7,500.00 64,875.00 4.56 4.56 4.09 - 34,230.00 34,230.00 30,645.00 -47%
5.2.27 Type DW18= Size 330*460cm m2 15.18 7,500.00 113,850.00 4.56 4.56 10.62 - 34,230.00 34,230.00 79,620.00 -70%
5.2.28 Type DW19= Size 320*460cm m2 14.72 7,500.00 110,400.00 4.56 4.56 10.16 - 34,230.00 34,230.00 76,170.00 -69%
5.2.29 Type DW20= Size 300*460cm m2 13.80 7,500.00 103,500.00 4.56 4.56 9.24 - 34,230.00 34,230.00 69,270.00 -67%
5.2.30 Type DW21= Size 194*460cm m2 8.92 7,500.00 66,900.00 16.46 16.46 (7.54) - 123,420.00 123,420.00 (56,520.00) 84%
5.2.31 Type DW22= Size 350*360cm m2 12.60 7,500.00 94,500.00 - 12.60 - - - 94,500.00 -100%
5.2.32 Type DW23= Size 345*360cm m2 12.42 7,500.00 93,150.00 - 12.42 - - - 93,150.00 -100%
5.2.33 Type DW24= Size 325*360cm m2 11.70 7,500.00 87,750.00 - 11.70 - - - 87,750.00 -100%
5.2.34 Type DW25= Size 350*360 cm m2 12.60 7,500.00 94,500.00 - 12.60 - - - 94,500.00 -100%
5.2.35 Type DW26= Size 285*360cm m2 10.26 7,500.00 76,950.00 - 10.26 - - - 76,950.00 -100%
5.2.36 Type DW27= Size 385*300cm m2 11.55 7,500.00 86,625.00 19.86 19.86 (8.31) - 148,950.00 148,950.00 (62,325.00) 72%
5.2.37 Type DW28= Size 401*300cm m2 12.03 7,500.00 90,225.00 24.45 24.45 (12.42) - 183,375.00 183,375.00 (93,150.00) 103%
5.2.38 Type DW29= Size 248*300cm m2 7.44 7,500.00 55,800.00 14.10 14.10 (6.66) - 105,750.00 105,750.00 (49,950.00) 90%
5.2.39 Type DW30= Size 230*300cm m2 6.90 7,500.00 51,750.00 12.88 12.88 (5.98) - 96,600.00 96,600.00 (44,850.00) 87%
5.2.40 Type DW31= Size 279*300cm m2 8.37 7,500.00 62,775.00 17.25 17.25 (8.88) - 129,375.00 129,375.00 (66,600.00) 106%
5.2.41 Type DW32= Size 295*300cm m2 8.85 7,500.00 66,375.00 17.70 17.70 (8.85) - 132,750.00 132,750.00 (66,375.00) 100%
5.2.42 Type DW33= Size 275*300cm m2 8.25 7,500.00 61,875.00 8.16 8.16 0.09 - 61,200.00 61,200.00 675.00 -1%
5.2.43 Type DW34= Size 363*300cm m2 10.89 7,500.00 81,675.00 23.40 23.40 (12.51) - 175,500.00 175,500.00 (93,825.00) 115%
5.2.44 Type DW35= Size 445*300cm m2 13.35 7,500.00 100,125.00 12.90 12.90 0.45 - 96,750.00 96,750.00 3,375.00 -3%
5.2.45 Type DW36= Size 548*300cm m2 16.44 7,500.00 123,300.00 56.06 56.06 (39.62) - 420,450.00 420,450.00 (297,150.00) 241%
5.2.46 Type DW37= Size 197*300cm m2 5.91 7,500.00 44,325.00 5.58 5.58 0.33 - 41,850.00 41,850.00 2,475.00 -6%
5.2.47 Type DW38= Size 122*300cm m2 3.66 7,500.00 27,450.00 3.51 3.51 0.15 - 26,325.00 26,325.00 1,125.00 -4%
5.2.48 Type DW39= Size 214*300cm m2 6.42 7,500.00 48,150.00 6.81 6.81 (0.39) - 51,075.00 51,075.00 (2,925.00) 6%
5.2.49 Type DW40= Size 472*300cm m2 14.16 7,500.00 106,200.00 14.19 14.19 (0.03) - 106,425.00 106,425.00 (225.00) 0%
5.2.50 Type DW41= Size 265*300cm m2 7.95 7,500.00 59,625.00 7.83 7.83 0.12 - 58,725.00 58,725.00 900.00 -2%
5.2.51 Type DW42= Size 436*300cm m2 13.08 7,500.00 98,100.00 13.35 13.35 (0.27) - 100,125.00 100,125.00 (2,025.00) 2%
5.2.52 Type DW43= Size 513*300cm m2 15.39 7,500.00 115,425.00 30.78 30.78 (15.39) - 230,850.00 230,850.00 (115,425.00) 100%
5.2.53 Type DW44= Size 265*300cm m2 7.95 7,500.00 59,625.00 7.83 7.83 0.12 - 58,725.00 58,725.00 900.00 -2%
5.2.54 Type DW45= Size 445*300cm m2 13.35 7,500.00 100,125.00 11.70 11.70 1.65 - 87,750.00 87,750.00 12,375.00 -12%
5.2.55 Type DW46= Size 569*300cm m2 17.07 7,500.00 128,025.00 22.74 22.74 (5.67) - 170,550.00 170,550.00 (42,525.00) 33%
5.2.56 Type DW47= Size 339*300cm m2 10.17 7,500.00 76,275.00 12.00 12.00 (1.83) - 90,000.00 90,000.00 (13,725.00) 18%
5.2.57 Type DW48= Size 50*300cm m2 1.50 7,500.00 11,250.00 15.42 15.42 (13.92) - 115,650.00 115,650.00 (104,400.00) 928%
5.2.58 Type DW49= Size 610*300cm m2 18.30 7,500.00 137,250.00 13.80 13.80 4.50 - 103,500.00 103,500.00 33,750.00 -25%

Prepared by: page 18 of 41 Approved by:

_________________________________ ________________________________
 Statement
Executed
CONTRACT
QUANTITY AMOUNT
Item
DISCRIPTION
No.
Exceding Exceding amount Exceding Remark
in %
Unit Qty Rate Amount Previous Current Todate qty Previous Current Todate
5.2.59 Type DW50= Size 455*300cm m2 13.65 7,500.00 102,375.00 15.00 15.00 (1.35) - 112,500.00 112,500.00 (10,125.00) 10%
5.2.60 Type DW51= Size 503*300cm m2 15.09 7,500.00 113,175.00 14.55 14.55 0.54 - 109,125.00 109,125.00 4,050.00 -4%
5.2.61 Type DW52= Size 158*300cm m2 4.74 7,500.00 35,550.00 9.69 9.69 (4.95) - 72,675.00 72,675.00 (37,125.00) 104%
5.2.62 Type DW53= Size 553*300cm m2 16.59 7,500.00 124,425.00 16.56 16.56 0.03 - 124,200.00 124,200.00 225.00 0%
5.2.63 Type DW54= Size 440*300cm m2 13.20 7,500.00 99,000.00 12.90 12.90 0.30 - 96,750.00 96,750.00 2,250.00 -2%
5.2.64 Type DW55= Size 344*300cm m2 10.32 7,500.00 77,400.00 10.05 10.05 0.27 - 75,375.00 75,375.00 2,025.00 -3%
5.2.65 Type DW56= Size 113*300cm m2 3.39 7,500.00 25,425.00 3.60 3.60 (0.21) - 27,000.00 27,000.00 (1,575.00) 6%
5.2.66 Type DW57= Size 380*300cm m2 11.40 7,500.00 85,500.00 7.63 3.27 10.91 0.49 57,256.50 24,538.50 81,795.00 3,705.00 -4%
5.2.67 Type DW58= Size 393*300cm m2 11.79 7,500.00 88,425.00 7.86 3.37 11.22 0.57 58,913.92 25,248.83 84,162.75 4,262.25 -5%
5.2.68 Type DW59= Size 574*300cm m2 17.22 7,500.00 129,150.00 11.57 4.96 16.53 0.69 86,788.80 37,195.20 123,984.00 5,166.00 -4%
5.2.69 Type DW60= Size 265*300cm m2 7.95 7,500.00 59,625.00 5.56 2.39 7.95 - 41,737.50 17,887.50 59,625.00 - 0%
5.2.70 Type DW61= Size 428*300cm m2 12.84 7,500.00 96,300.00 - - 12.84 - - - 96,300.00 -100%
Design modification
5.2.71 Type DW62= Size 225*300cm m2 6.75 7,500.00 50,625.00 4.73 2.03 6.75 - 35,437.50 15,187.50 50,625.00 - 0%
5.2.72 Type DW63= Size 408*300cm m2 12.24 7,500.00 91,800.00 10.29 4.41 14.70 (2.46) 77,175.00 33,075.00 110,250.00 (18,450.00) 20%
5.2.73 Type DW64= Size 410*300cm m2 12.30 7,500.00 92,250.00 10.29 4.41 14.70 (2.40) 77,175.00 33,075.00 110,250.00 (18,000.00) 20%
5.2.74 Type DW65= Size 448*300cm m2 13.44 7,500.00 100,800.00 5.96 2.56 8.52 4.92 44,730.00 19,170.00 63,900.00 36,900.00 -37%
5.2.75 Type DW66= Size 522*300cm m2 15.66 7,500.00 117,450.00 11.09 4.75 15.84 (0.18) 83,172.60 35,645.40 118,818.00 (1,368.00) 1%
5.2.76 Type DW67= Size 718*300cm m2 21.54 7,500.00 161,550.00 14.60 6.26 20.85 0.69 109,462.50 46,912.50 156,375.00 5,175.00 -3%
5.2.77 Type DW68= Size 480*300cm m2 14.40 7,500.00 108,000.00 7.10 3.04 10.14 4.26 53,235.00 22,815.00 76,050.00 31,950.00 -30%
5.2.78 Type DW69= Size 605*300cm m2 18.15 7,500.00 136,125.00 15.04 6.45 21.49 (3.34) 112,837.20 48,358.80 161,196.00 (25,071.00) 18%
Ditto item No above but 4mm thick full panel
Aluminum Partation - - - - - -
5.3.1 Type P1= Size 380*460cm m2 17.48 7,300.00 127,604.00 33.75 33.75 (16.27) - 246,375.00 246,375.00 (118,771.00) 93%
5.3.2 Type P2= Size 425*460cm m2 19.55 7,300.00 142,715.00 49.20 49.20 (29.65) - 359,160.00 359,160.00 (216,445.00) 152%
5.3.3 Type P3= Size 382*460cm m2 17.57 7,300.00 128,261.00 25.68 25.68 (8.11) - 187,464.00 187,464.00 (59,203.00) 46%
5.3.4 Type P4= Size 397*460cm m2 18.26 7,300.00 133,298.00 12.84 12.84 5.42 - 93,732.00 93,732.00 39,566.00 -30%
5.3.5 Type P5= Size 410*460cm m2 18.86 7,300.00 137,678.00 37.35 37.35 (18.49) - 272,655.00 272,655.00 (134,977.00) 98%
5.3.6 Type P6= Size 374*460cm m2 17.20 7,300.00 125,560.00 - 17.20 - - - 125,560.00 -100%
5.3.7 Type P7= Size 377*460cm m2 17.34 7,300.00 126,582.00 - 17.34 - - - 126,582.00 -100%
5.3.8 Type P8= Size 282*460cm m2 12.97 7,300.00 94,681.00 - 12.97 - - - 94,681.00 -100%
5.3.9 Type P9= Size 380*300cm m2 11.40 7,300.00 83,220.00 17.30 41.62 58.92 (47.52) 126,319.20 303,796.80 430,116.00 (346,896.00) 417%
5.3.10 Type P10= Size 430*300cm m2 12.90 7,300.00 94,170.00 35.62 35.62 (22.72) - 260,026.00 260,026.00 (165,856.00) 176%
5.3.11 Type P11= Size 197*300cm m2 5.91 7,300.00 43,143.00 34.95 34.95 (29.04) - 255,135.00 255,135.00 (211,992.00) 491%
5.3.12 Type P12= Size 122*300cm m2 3.66 7,300.00 26,718.00 16.35 16.35 (12.69) - 119,355.00 119,355.00 (92,637.00) 347%
5.3.13 Type P13= Size 421*300cm m2 12.63 7,300.00 92,199.00 13.50 13.50 (0.87) - 98,550.00 98,550.00 (6,351.00) 7%
5.3.14 Type P14= Size 431*300cm m2 12.93 7,300.00 94,389.00 12.81 12.81 0.12 - 93,513.00 93,513.00 876.00 -1%
5.3.15 Type P15= Size 292*300cm m2 8.76 7,300.00 63,948.00 7.80 7.80 0.96 - 56,940.00 56,940.00 7,008.00 -11%
5.3.16 Type P16= Size 704*300cm m2 21.12 7,300.00 154,176.00 18.75 18.75 2.37 - 136,875.00 136,875.00 17,301.00 -11%
5.3.17 Type P17= Size 347*300cm m2 10.41 7,300.00 75,993.00 13.50 13.50 (3.09) - 98,550.00 98,550.00 (22,557.00) 30%
5.3.18 Type P18= Size 120*300cm m2 3.60 7,300.00 26,280.00 7.20 7.20 (3.60) - 52,560.00 52,560.00 (26,280.00) 100%
5.3.19 Type P19= Size 326*300cm m2 9.78 7,300.00 71,394.00 9.60 9.60 0.18 - 70,080.00 70,080.00 1,314.00 -2%
5.3.20 Type P20= Size 377*300cm m2 11.31 7,300.00 82,563.00 8.30 3.56 11.85 (0.54) 60,553.50 25,951.50 86,505.00 (3,942.00) 5%
5.3.21 Type P21= Size 428*300cm m2 12.84 7,300.00 93,732.00 8.90 3.82 12.72 0.12 64,999.20 27,856.80 92,856.00 876.00 -1%
5.3.22 Type P22= Size 445*300cm m2 13.35 7,300.00 97,455.00 8.90 3.82 12.72 0.63 64,999.20 27,856.80 92,856.00 4,599.00 -5%
Aluminium oor of size 90*210cm ( half panel half
5.40 pcs 9.00
glazed ) 14,000.00 126,000.00 2.80 10.96 13.76 (4.76) 39,200.00 153,440.00 192,640.00 (66,640.00) 53%
5.50 Toilet aluminium partation with door m2 50.04 6,800.00 340,272.00 120.05 120.05 (70.01) - 816,340.00 816,340.00 (476,068.00) 140%
5.60 Supply and fix aluminium guard rail. ml 52.00 3,000.00 156,000.00 - 52.00 - - - 156,000.00 -100%
5.70 Suply and fix aluminum staire hand rail ml 42.00 13,000.00 546,000.00 - 42.00 - - - 546,000.00 -100%
Aluminium Grill 25*20*1.6mm With oval cross section
5.80 m2 120.00
at one side c/c 12cm 2,400.00 288,000.00 142.39 142.39 (22.39) - 341,736.00 341,736.00 (53,736.00) 19%
- -
Total carried to summary birr 9,958,836.00 2,325,292.03 10,079,661.13 12,404,953.15 (2,496,117.15) 25%

Prepared by: page 19 of 41 Approved by:

_________________________________ ________________________________
 Statement
Executed
CONTRACT
QUANTITY AMOUNT
Item
DISCRIPTION
No.
Exceding Exceding amount Exceding Remark
in %
Unit Qty Rate Amount Previous Current Todate qty Previous Current Todate
6. FINISHING
Supply and apply two coat of plastering in cement sand
6.10 mortar m2 1,734.84 180.00 312,271.20 2,196.24 2,196.24 (461.40) 395,322.30 - 395,322.30 (83,051.10) 27%
6.20 Gypsum plastering to all internal plastered surface m2 1,734.84 110.00 190,832.40 1,539.48 285.94 1,825.42 (90.58) 169,342.58 31,453.73 200,796.31 (9,963.91) Design modification
5%
For theoated,weathered, champhered and grooved granite
6.30 window sill, Size 27*3cm ml 66.00 3,200.00 211,200.00 55.62 55.62 10.38 177,984.00 - 177,984.00 33,216.00 -16%
6.40 Supply and lay Polished, chamfered and egranite - - - - - - - -
A. For Riser, Size 15*2cm ml 350.00 1,200.00 420,000.00 171.77 13.00 184.77 165.23 206,124.00 15,600.00 221,724.00 198,276.00 -47%
b) trade 30*3cm ml 50.47 4,000.00 201,880.00 171.97 13.00 184.97 (134.50) 687,880.00 52,000.00 739,880.00 (538,000.00) 266% granite for
external stair
B. for floor and landing , size 40*40*2cm thick m2 120.00 1,100.00 132,000.00 13.41 0.50 13.91 106.09 14,746.60 550.00 15,296.60 116,703.40 -88% and coping for
C. Skirting for the stair, size 15*2cm ml 80.00 2,000.00 160,000.00 - 109.04 109.04 (29.04) - 218,080.00 218,080.00 (58,080.00) 36% hand rail
D. Skerting for the landing ml 40.00 1,200.00 48,000.00 - 21.63 21.63 18.37 - 25,956.00 25,956.00 22,044.00 -46%
Chisel and remove carefully dameged porcline floor tails and
6.50 cartawey unwanted materialfrom the site m2 80.00 150.00 12,000.00 1,174.71 1,174.71 (1,094.71) 176,206.46 - 176,206.46 (164,206.46) 1368%
Chisel and remove carefully dameged porcline skerting and
6.60 cartawey unwanted materialfrom the site ml 30.00 120.00 3,600.00 512.76 512.76 (482.76) 61,531.20 - 61,531.20 (57,931.20) 1609%
Supply and fix 600*600*9mm thick non slippery porclin
6.70 floor tile LOCAL MATERIAL m2 899.00 1,000.00 899,000.00 1,482.49 1,482.49 (583.49) 1,482,491.50 - 1,482,491.50 (583,491.50) 65%
Supply and fix approved quality polished porclin skerting on quantity
6.80 plastered wall ml 149.00 200.00 29,800.00 658.12 658.12 (509.12) 131,624.00 - 131,624.00 (101,824.00) 342% change
6mm thik glazed ceramic wall tile bedded on and including
cement backing and joints grouting in white cement (use Design
6.90 local ceramic) m2 138.00 1,000.00 138,000.00 167.41 167.41 (29.41) 167,410.00 - 167,410.00 (29,410.00) 21% modification
6.10 9mm thick 600*600mm non slippery ceramic floor tile m2 156.60 1,000.00 156,600.00 - - 156.60 - - - 156,600.00 -100%
- - - - - - - -
Supply and fix imported type high quality 10mm non
6.11 slippery ceramic Floor tile m2 458.20 2,200.00 1,008,040.00 173.41 173.41 284.79 381,504.75 - 381,504.75 626,535.25 -62%
6.12 porcline skerting ml 174.00 300.00 52,200.00 - - 174.00 - - - 52,200.00 -100%
6.13 300*600*9mm wall ceramick imported m2 55.00 2,000.00 110,000.00 - - 55.00 - - - 110,000.00 -100%

Supply and install 60*60cm Armstrong Design

6.11 m2 706.00 1,900.00 1,341,400.00 882.00 882.00 (176.00) 1,675,804.37 - 1,675,804.37 (334,404.37) 25% modification
Supply and install PVC Ceiling nailed on and include
6.12 4*4cmZigba batten at c/c60cm FOR TOILATE m2 302.00 150.00 45,300.00 - - 302.00 - - - 45,300.00 -100%
- -
Total carried to summary birr 5,472,123.60 5,727,971.76 343,639.73 6,071,611.49 (599,487.89) 11%
7 glazing
Supply and replace Broken glazing With 6mm thick clear
7.10 glass m2 17.60 2,700.00 47,520.00 - - 17.60 - - - 47,520.00 -100%

Total carried to summary birr 47,520.00 - - - 47,520.00 -100%

8.PAINTING
8.10 Apply two coat of approved plastering painte - - - - - -
a.To walll surface and column m2 1,899.84 100.00 189,984.00 1,075.82 1,075.82 2,151.64 (251.80) 107,582.20 107,582.20 215,164.40 (25,180.40) 13%
b. to internal concrete ceiling surface ,beam and staire case
soffit m2 1,440.00 100.00 144,000.00 1,145.69 1,145.69 294.32 114,568.50 - 114,568.50 29,431.50 -20%
8.20 ditto as above item but oil painte for wall surface m2 90.00 100.00 9,000.00 - 110.76 110.76 - 11,076.00 11,076.00 (2,076.00) 23%

Total carried to summary birr 342,984.00 222,150.70 118,658.20 340,808.90 2,175.10 -1%
9.ELICTRICALL INSTALLETION
9.1 Feeder cable and Cable ladder
PVC shaeted PVC insulated power distrbution cabl of
normal voltage
a. 3*6mmsq ml 100.00 200.00 20,000.00 63.00 63.00 37.00 12,600.00 - 12,600.00 7,400.00 -37%
b.4.6mmsq ml 100.00 250.00 25,000.00 70.00 70.00 30.00 17,500.00 - 17,500.00 7,500.00 -30%
c.2*2.5mmsq ml 35.00 120.00 4,200.00 - - 35.00 - - - 4,200.00 -100%
Floor stand Distaction board (DB), made of sheet steel SDB-
GF/SHlockable door consisting No 1.00 40,000.00 40,000.00 - - 1.00 - - - 40,000.00 -100%
1pc MCB of 10A,1PH No 8.00 1,500.00 12,000.00 13.00 13.00 (5.00) 19,500.00 - 19,500.00 (7,500.00) 63%
1pc MCB of 16A,1PH No 10.00 1,500.00 15,000.00 19.00 19.00 (9.00) 28,500.00 - 28,500.00 (13,500.00) 90%
1pc MCB of 50A,3PH No 1.00 3,200.00 3,200.00 8.00 8.00 (7.00) 25,600.00 - 25,600.00 (22,400.00) 700%
1pc MCB of 60A,3PH No 3.00 3,200.00 9,600.00 1.00 1.00 2.00 3,200.00 - 3,200.00 6,400.00 -67%
Distrbution board 8 CB holder No 3.00 3,500.00 10,500.00 - - 3.00 - - - 10,500.00 -100%
Distrbution board 6 CB holder No 4.00 4,000.00 16,000.00 19.00 19.00 (15.00) 76,000.00 - 76,000.00 (60,000.00) 375% Quantity
Distrbution board 4 CB holder No 6.00 4,500.00 27,000.00 - - 6.00 - - - 27,000.00 -100% change

Prepared by: page 20 of 41 Approved by:

_________________________________ ________________________________
 Statement
Executed
CONTRACT
QUANTITY AMOUNT
Item
DISCRIPTION
No.
Exceding Exceding amount Exceding Remark
in %
Unit Qty Rate Amount Previous Current Todate qty Previous Current Todate
Power outlets - - - - - - - -

Power outpointe for kitchin Equpment fed through

3*4sq.mm cable in rigid thermoplastic condiut of dia19mm
No 2.00 2,500.00 5,000.00 - - 2.00 - - - 5,000.00 -100%
Domesti wate supply pump motor outlet point fed through
PVC sheated cable of 5*4mm2 No 2.00 2,500.00 5,000.00 - - 2.00 - - - 5,000.00 -100%
Mercury float switch pointe through PVC sheated cable of
2*2.5mm2 inside pvc condiut of 25mm diameter No 2.00 2,500.00 5,000.00 116.00 116.00 (114.00) 290,000.00 - 290,000.00 (285,000.00) 5700%
LIGHT POINTE - - - - - - - -
Flush mounted ligth pointe through PVCInsulated condactor
3*2.5mm2by tranking No 100.00 1,450.00 145,000.00 306.00 306.00 (206.00) 443,700.00 - 443,700.00 (298,700.00) 206%
Quantity
EXTRA OVER LIGHT POINTE - - - - - - - - change
Supply and install flush mounting Two way switch.( 2*1)
No 56.00 600.00 33,600.00 116.00 116.00 (60.00) 69,600.00 - 69,600.00 (36,000.00) 107%
Socket outlet ponte - - - - - - - -
10-16A/1ph Flush mounting socket outlets fed through PVC
insulated condactors of 3*2.5mmsq No 100.00 1,600.00 160,000.00 127.00 127.00 (27.00) 203,200.00 - 203,200.00 (43,200.00) 27%
EXTRA OVER SOCKET OUTLETS - - - - - - - -
16A/1p Suply and install flush mounting double socket outlet
(2*1) No 84.00 1,000.00 84,000.00 - - 84.00 - - - 84,000.00 -100%
LIGHT FITTING AND LAMPS - - - - - - - -
Supply and install rigid 1*2.5sq.mm wire for socket outlet
and lighting instaletion of different color ml 600.00 45.00 27,000.00 - - 600.00 - - - 27,000.00 -100%

Surface mounted philips DPA 2G 16LS 26U-UNV-HI-ACS2

LED light or equvalent pointe fed through pvc insulated
condactor of 3*2.5sqmm by trancking including junction box
No 245.00 400.00 98,000.00 - - 245.00 - - - 98,000.00 -100%
Fumagall Umberta E27 ceiling surface mounting No 35.00 3,500.00 122,500.00 102.00 102.00 (67.00) 357,000.00 - 357,000.00 (234,500.00) 191%
Supply and install Florecent fitting with lamp 20W,2*1 No 20.00 3,000.00 60,000.00 74.00 74.00 (54.00) 222,000.00 - 222,000.00 (162,000.00) 270%Quantity change
Supply and replace the existing light fixture with 1*24w
LED pilips light fixture , size should be 30*30cm No 36.00 2,800.00 100,800.00 16.00 140.00 156.00 (120.00) 44,800.00 392,000.00 436,800.00 (336,000.00) 333%
-
Total carried to summary birr 1,028,400.00 1,813,200.00 392,000.00 2,205,200.00 (1,176,800.00) 114%
10.Sanitery work
Supply and fix hand wash basin , made of white vitreous
chain, wall hung ethiopian/british standared , size
Supply, fix, test and commission Wall hung Urinal, made
10.10 600*500mm,type RAK CERAMIC No 14.00 8,000.00 112,000.00 16.00 16.00 (2.00) 128,000.00 - 128,000.00 (16,000.00) 14%
of white glazed vitreous china, of Europian
10.1.2
standards, including Push button chrome plated No 6.00 7,000.00 42,000.00 6.00 6.00 - 42,000.00 - 42,000.00 - 0%Quantity change
faucet, S-Trap and all required accessories of
Water closet of wash down action floor mounted , type RAK,
approved
10.20 Size standards & best quality.
500*400mm No 20.00 23,000.00 460,000.00 19.00 19.00 1.00 437,000.00 - 437,000.00 23,000.00 -5%
Clear glass mirror with copper back partation ,6mm thick
10.30 Size 800*600mm No 7.00 2,000.00 14,000.00 - - 7.00 - - - 14,000.00 -100%
10.40 soap holder No 7.00 2,000.00 14,000.00 19.00 19.00 (12.00) 38,000.00 - 38,000.00 (24,000.00) 171%
10.50 Floor drain No 8.00 2,000.00 16,000.00 7.00 7.00 1.00 14,000.00 - 14,000.00 2,000.00 -13%Quantity change
10.60 Vante cap, diameter 75mm No 2.00 1,500.00 3,000.00 - - 2.00 - - - 3,000.00 -100%
10.70 Cleanout , diameter 75 No 4.00 1,500.00 6,000.00 - - 4.00 - - - 6,000.00 -100%
10.80 Plumbing water supply - - - - - - - -
a.Diameter 20mm pipe ml 75.00 200.00 15,000.00 196.00 196.00 (121.00) 39,200.00 - 39,200.00 (24,200.00) 161%
b.Diameter 32mm pipe ml 30.00 230.00 6,900.00 32.00 32.00 (2.00) 7,360.00 - 7,360.00 (460.00) 7%Quantity change
c.Diameter 50mm pipe ml 28.00 500.00 14,000.00 - - 28.00 - - - 14,000.00 -100%
10.90 Angle valve - - - - - - - -
Supply
Supply and
and fix
fix Remer or equvalent
uPVC down chrome
pipes min. wall plated service
thickness
10.9.1 (3.2mm,
angel) with
valvemass
, dia.20mm
concret support at ground level and No 56.00 700.00 39,200.00 56.00 56.00 - 39,200.00 - 39,200.00 - 0%
10.10 Down pipe
complete basket strainer at inlet, galvanized clips at every - - - - - - - -
elbows,joints and at every 1m interval complete with all
10.10.1 acessories.The pipes, acessories, fittings & method of - -
welding shall110mm
a)'Diameter comply with the requirements of BS 451 or ml 96.00 400.00 38,400.00 77.00 77.00 19.00 30,800.00 - 30,800.00 7,600.00 -20%
equivalent
10.11 WASTE instituition.unit price shall include
WATER DRAINAGE PIPESall the - -
necessary assistances to the installation works.
10.11.1 Waste water drainage pipe , dia.50mm wall tickness2mm ml 18.00 200.00 3,600.00 78.00 78.00 (60.00) 15,600.00 - 15,600.00 (12,000.00) 333%
Ditto as abov item but dia.75mm wall thickness 2.2mm ml 12.00 350.00 4,200.00 12.00 12.00 - 4,200.00 - 4,200.00 - 0%
Ditto as abov item but dia.110mm wall thickness 3.2mm ml 36.00 400.00 14,400.00 72.80 72.80 (36.80) 29,120.00 - 29,120.00 (14,720.00) 102%
Ditto as abov item but dia. 160mm wall thickness 3.2mm ml 60.00 650.00 39,000.00 - - - - - 39,000.00 -100%

Prepared by: page 21 of 41 Approved by:

_________________________________ ________________________________
 Statement
Executed
CONTRACT
QUANTITY AMOUNT
Item
DISCRIPTION
No.
Exceding Exceding amount Exceding Remark
in %
Unit Qty Rate Amount Previous Current Todate qty Previous Current Todate
Water pump - - - - - - -
Cpacity q=2 l/s - - - - - - -
H=20m no 2.00 60,000.00 120,000.00 - - 2.00 - - - 120,000.00 -100%
Water reserviour - - - - - - - -
Suply install commistion fiberglss or equvalent ground water
reservoiur, total effectiv volum 10m3 No 1.00 75,000.00 75,000.00 1.00 1.00 - 75,000.00 - 75,000.00 - 0%
Roof Water Tank - - - - - - - - -
Supply and connect 15m3 capacity fiber glass No 1.00 110,000.00 110,000.00 1.00 1.00 - 110,000.00 - 110,000.00 - 0%
SEPTIC TANK - - - - - - - -
10.15. septic tank - - - - - - - -
40m3 - - - - - - - -
Demolish the existing septic thank cover and clean any waste
deposited in the septic tank disposed from the site at an
10.15.1 approprate location.. ls 1.00 35,000.00 35,000.00 1.00 1.00 - 35,000.00 - 35,000.00 - 0%
10.15.2 Excavation pit ordinary soil m3 31.00 200.00 6,200.00 52.50 52.50 (21.50) 10,500.00 - 10,500.00 (4,300.00) 69%
10.15.3 ditto as item 1but over 150cm m3 68.00 350.00 23,800.00 115.50 115.50 (47.50) 40,425.00 - 40,425.00 (16,625.00) 70%
back fill around retaining wall with excavated material from
10.15.4 site m3 18.00 150.00 2,700.00 - - 18.00 - - - 2,700.00 -100%
back fiill around retaining wall with excavated material from
10.15.5 quary well m3 20.00 250.00 5,000.00 145.70 145.70 (125.70) 36,424.00 - 36,424.00 (31,424.00) 628%
cart away surplus excavated material to a distance not
10.15.6 exceeding 2km from the site m3 99.00 120.00 11,880.00 168.00 168.00 (69.00) 20,160.00 - 20,160.00 (8,280.00) 70%
10.15.7 C-5 lean concret m2 20.00 250.00 5,000.00 - - 20.00 - - - 5,000.00 -100%
10.15.8 Reinforced concret in C-25 - - - - - - - -
a) in 20cm thick RC bottom slab m2 20.00 800.00 16,000.00 24.00 24.00 (4.00) 19,200.00 - 19,200.00 (3,200.00) 20%
b) RC shear wall m3 4.00 4,000.00 16,000.00 22.30 22.30 (18.30) 89,216.00 - 89,216.00 (73,216.00) 458%
Quantity change
c) 15cm thick Rc top roof slab m2 11.00 800.00 8,800.00 23.02 23.02 (12.02) 18,416.00 - 18,416.00 (9,616.00) 109%
d) 8cm thick RC removable Cover for the manhole with
handel in 70x70cm m2 1.00 800.00 800.00 0.98 0.98 0.02 784.00 - 784.00 16.00 -2%
10.15.9 Provide and fix Form Work - - - - - - - -
a)rc bottom slab m2 4.00 220.00 880.00 4.00 4.00 - 880.00 - 880.00 - 0%
b)RC Shear Wall m2 230.00 220.00 50,600.00 193.52 193.52 36.48 42,574.40 - 42,574.40 8,025.60 -16%
c)RC top roof slab m2 15.00 220.00 3,300.00 27.00 27.00 (12.00) 5,940.00 - 5,940.00 (2,640.00) 80%
d)RC removable cover m2 1.50 220.00 330.00 1.20 1.20 0.30 264.88 - 264.88 65.12 -20%
10.15.1 Reinforcement - - - - - - - -
a)8mm diformed bar kg 427.00 90.00 38,430.00 443.19 443.19 (16.19) 39,887.10 - 39,887.10 (1,457.10) 4%
b)12mm diformed bar kg 2,120.00 90.00 190,800.00 3,371.30 3,371.30 (1,251.30) 303,417.04 - 303,417.04 (112,617.04) 59%
10.15.11 Supply and install PN-6 upvc pipe of diam 160mm No 2.00 3,000.00 6,000.00 2.00 2.00 - 6,000.00 - 6,000.00 - 0%
-
Total carried to summary birr 1,568,220.00 1,678,568.42 - 1,678,568.42 (110,348.42) 7%

Prepared by: page 22 of 41 Approved by:

_________________________________ ________________________________
 አማረ ሞገስ ሕንፃ ስራ ተቋራጭ Document No:
Amare Moges Building contractor AM/ECD/001/20
Kind of Doc: Interim payment #4
Issue No:
Title: Take off sheet Shashemene G+2 Aquired building
From Issue Date:
and modification work
No LxWxH Total Description No LxWxH Total Description
5.Aluminum work

70% only for aluminum work

0.3 excluding glazing(30% for glazing)
Second Floor aluminum 1 3.49 Type=DW 9
Aluminum Window Doors Take off 2.87 3.00 Size=3.49x287(on axis A/4-6)
2 2.50 Type=DW 2 Ground and first floor 1 5.97 Type=DW 10
4.60 6.90 Size=460x250 2.87 5.14 Size=5.97x287(on axis A/4-7)
2 4.50 Type=DW 4 Ground and first floor Ground floor
4.60 12.42 Size=460x450 1 4.10 Type=DW 1
2 5.40 Type=DW 5 Ground and first floor 4.70 Size=410x470
4.60 14.90 Size=460x540 5.78 m2
1 2.87 Type=DW 57 1 5.70 Type=DW 6
3.80 Size=380x2.87 4.40 Size=570x440
3.27 m2 7.52 m2
1 2.87 Type=DW 58 Toilet door
3.91 Size=391x2.87 2 2.00 Type=D1 first and second floor
3.37 m2 1.00 Size=260x100
1 2.87 Type=DW 59 1.20 Ditto
m2 item No above but 4mm
5.76 Size=576x300 thick full panel Aluminum
4.96 m2 Partation
1 3.00 Type=DW 60 2 4.12 Type=P9
2.65 Size=265x300 3.00 Size=412x300
2.39 m2 7.42 m2
1 3.00 Type=DW 62 1 3.95 Type=P20
2.25 Size=225x300 3.00 Size=395x300
2.03 m2 3.56 m2
1 3.00 Type=DW 63 1 3.00 Type=P21
4.90 Size=408x300 4.24 Size=424x300
4.41 m2 3.82 m2
1 3.00 Type=DW 64 1 3.00 Type=P22
4.90 Size=410x300 4.24 Size=424x300
4.41 m2 3.82 m2
1 2.84 Type=DW 65
3.00 Size=284x300
2.56 m2
1 2.87 Size=DW 66
5.52 Type=552x2.87
4.75 m2
1 3.00 Type=DW 67
6.95 Size=718x300
6.26 m2
1 3.38 Type=DW 68
3.00 Size=338x300
3.04 m2
1 3.04 Type=DW 69
7.07 Size=707x304
6.45 m2
1 3.88 Type=DW 7
2.87 3.34 Size=388x287(on axis A/1-2)
1 6.54 Type=DW 8
2.87 5.63 Size=6.54x287(on axis A/2-4)
______________________________ page 23 of 41 ______________________________
prepared by approved by
 አማረ ሞገስ ሕንፃ ስራ ተቋራጭ Document No:
Amare Moges Building contractor AM/ECD/001/20
Kind of Doc: Interim payment #4
Issue No:
Title: Take off sheet Shashemene G+2 Aquired building
From Issue Date:
and modification work
No LxWxH Total Description No LxWxH Total Description
Current Excuted 1 3 DW Along Axis H' (6-7)
0 4.1 DW 1 2.30 DW 30
4.70 6.9 m2
- m2 1 3.00 DW Along Axis 3 (F-H)
1 3.95 DW 3 1.6 DW 52
4.40 4.8 m2
17.38 m3 First floor
1 5.7 DW 7&DW8 1 4.2 DW 27
4.40 3.00
25.08 m2 12.60 m2
1 2.375 DW 9 1 2.42 DW 27 '
4.40 3.00
10.45 m3 7.26 m2
1 2.375 DW 10 1 4.05 DW 28
4.40 3.00
10.45 m3 12.15 m2
1 2.43 DW 11 1 4.7 DW 29&30
4.40 3.00
10.69 m3 14.10 m2
1 2.43 DW 12 1 5.75 DW 31&32
4.40 3.00
10.69 m3 17.25 m2
1 2.365 DW 13 1 2.72 DW 33
4.40 3.00
10.41 m3 8.16 m2
1 2.365 DW 14 1 4.3 DW 34
4.40 3.00
10.41 m3 12.90 m2
1 2.335 DW 15 1 3.5 DW 34 '
4.40 3.00
10.27 m3 10.50 m2
1 2.335 DW 16 1 4.3 DW 35
4.40 3.00
10.27 m3 12.90 m2
4 1.63 DW 17,DW 18, DW 19 & DW 20 1 5.5 DW 36
2.80 3.00
18.26 m3 16.50 m2
1 3.74 DW 21 1 1.86 DW 37
4.40 3.00
16.46 m3 5.58 m2
1 9.2 DW bank front french 1 1.17 DW 38
4.30 DW 36 3.00
39.56 m2 3.51 m2
1 4.10 DW Along Axis H' (3-4) 1 2.27 DW 39
3.00 DW 28 3.00
12.3 m2 6.81 m2
1 3.00 DW Along Axis 4 (G-H)
3.00 DW 32
______________________________ page 24 of 41 ______________________________
prepared by approved by
 አማረ ሞገስ ሕንፃ ስራ ተቋራጭ Document No:
Amare Moges Building contractor AM/ECD/001/20
Kind of Doc: Interim payment #4
Issue No:
Title: Take off sheet Shashemene G+2 Aquired building
From Issue Date:
and modification work
No LxWxH Total Description No LxWxH Total Description
9 m2
1 4.73 DW 40
3.00
14.19 m2
1 2.61 DW 41 SECOND FLOOR
3.00 1 5.34 dw67'(axis d/6-7')
7.83 m2 3.00 DW43
1 4.45 DW 42 16.02
3.00 Bank front french
13.35 m2 1 9.2 DW 11
1 4.92 DW 43 4.3
3.00 39.56 m2
14.76 m2 Ground floor Rear side shops
1 2.61 DW 44 1 4.1 DW 6 Along Axis H' (3-4)
3.00 2.6
7.83 m2 10.66 m2
1 3.9 DW 45 1 3 DW 32Along Axis 4 (G-H)
3.00 2.9
11.70 m2 8.7 m2
1 7.58 DW 46 1 2.6 DW 30 Along Axis H' (6-7)
3.00 2.3
22.74 m2 5.98 m2
1 4 DW 47
3.00
12.00 m2
1 3.66 DW 48
3.00
10.98 m2
1 1.48 DW 48' 5.3/Ditto item No above but 4mm
3.00 thick full panel Aluminum
4.44 m2 Partation
Ground floor
1 4.6 DW 49 3 3.75 P1
3.00 3.00
13.80 m2 33.75 m3
1 5 DW 50 4 4.1 P2
3.00 3.00
15.00 m2 49.20 m3
1 4.85 DW 51 2 4.28 P3
3.00 3.00
14.55 m2 25.68 m3
1 1.63 DW 52
3.00 1 4.28 P4
4.89 m2 3.00
1 5.52 DW 53 12.84 m3
3.00 3 4.15 P5
16.56 m2 3.00
1 4.3 DW 54 37.35 m3
3.00 First floor
12.90 m2 3 3.8 P9
1 3.35 DW 55 3.00
3.00 34.20 m2
10.05 m2 2 4.1 P10

______________________________ page 25 of 41 ______________________________

prepared by approved by
 አማረ ሞገስ ሕንፃ ስራ ተቋራጭ Document No:
Amare Moges Building contractor AM/ECD/001/20
Kind of Doc: Interim payment #4
Issue No:
Title: Take off sheet Shashemene G+2 Aquired building
From Issue Date:
and modification work
No LxWxH Total Description No LxWxH Total Description
1 1.2 DW 56 3
3.00 24.60 m2
3.60 m2
5.5.Toilet aluminium partation with
1 1.9 P11 door
3.00 Ground floor toilet
5.70 m2 Septic tank toilet
1 3.95 P12 2 2.1 both male & female toilet
3.00 1.75
11.85 m2 7.35 m2
1 1.5 P12' 1 3.2 male toilet partition
3.00 2.1
4.50 m2 6.72 m2
1 4.35 P11' 1 2.8 female toilet partition
3.00 2.1
13.05 m2 5.88 m2
1 5.4 PY'' bank toilet
3.00 1 3.5 main partition
16.20 m2 2.1
1 4.5 P13 7.35 m2
3 2 2.1
13.50 m2 1.75
1 4.27 P14 7.35 m2
3.00 First floor toilet
12.81 m2 2 3.9 main partition
2.1
1 2.6 P15 16.38 m2
3.00 4 2.1
7.80 m2 1.75
1 6.25 P16 14.7 m2
3.00 Second floor toilet
18.75 m2 2 3.9 main partition
1 4.5 P17 2.1
3.00 16.38 m2
13.50 m2 4 2.1
2 1.2 P18 1.75
3.00 14.7 m2
7.20 m2 96.81 m2 Total
1 3.2 P19
3.00
9.60 m2
Second floor
1 3.8 P10
2.90
11.02 m2
5.4/Aluminium Door of size
90*210cm ( half panel half glazed )
Ground floor septic tank & bank toilet door
3 1.00
3.00 pcs
2 1.00 First floor toilet door
2.00 pcs
2 1.00 Second floor toilet door
______________________________ page 26 of 41 ______________________________
prepared by approved by
 አማረ ሞገስ ሕንፃ ስራ ተቋራጭ Document No:
Amare Moges Building contractor AM/ECD/001/20
Kind of Doc: Interim payment #4
Issue No:
Title: Take off sheet Shashemene G+2 Aquired building
From Issue Date:
and modification work
No LxWxH Total Description No LxWxH Total Description
2.00 pcs
1 1.00
1.00 size (3x0.9)
8.00 No. Total
Windows 1 4.10 along axis F (1-2)
1st floor windows 0.60 W1
1 1.85 along axis 2 (D-E) 2.46 m2
6.2/Gypsum plastering to all internal
0.60 W4 plastered surface
1.11 m2 Ground floor bank Area
1 1.23 along axis 1 (E-F) Wall
0.60 W4 2 11.73 Archive room area
0.74 m2 4.30
1 1.25 along axis 1 (C-D) 100.88 m2
0.60 W4 -1 4.30 DDt door 1
0.75 m2 1.70
1 1.23 along axis 1 (B-C) (7.31) m2
0.60 W4 2 11.80 Stationary and toilet area
0.74 m2 3.10
1 1.25 along axis 1 (A-B) 73.16 m2
0.60 W4 -1 3.10 DDt door 2
0.75 m2 0.90
1 1.20 along axis 7' (A-B) (2.79) m2
0.60 W4 2 9.30 under stair
0.72 m2 2.37
1 1.20 along axis 7' (B-C) 44.08 m2
0.60 W4 -1 3.95 DDt door 3
0.72 m2 1.40
1 1.28 along axis 7' (C-D) (5.53) m2
0.60 W4 202.49 m2 Area of wall chiseling work
0.77 m2
1 1.26 along axis 7' (D-E) Soffit for ground floor bank Archive &toilet
0.60 W4 1 6.63 Archive room area
0.76 m2 5.10
1 2.05 along axis 7' (F-H) 33.81 m2
0.60 W5 1 8.00 Stationary and toilet area
1.23 m2 3.80
1 1.25 along axis 3 (F-H) 30.40 m2
0.60 W4 1 7.40 under stair
0.75 m2 2.60
2 2.10 along axis F' (1-3) verendah 19.24 m2
0.80 W5 83.45 m2 Soffit chiseling work Bank toilet
3.36 m2
m2 total bank area chiselling
2 2.00 along axis 3' (F-H) verendah 285.94 work For gypsum
0.80 W5
3.20 m2
2nd floor top windows
1 3.60 along axis H' (3-7')
1.45 W7
5.22 m2
1 7.00 along axis 3 (F-H)
______________________________ page 27 of 41 ______________________________
prepared by approved by
 አማረ ሞገስ ሕንፃ ስራ ተቋራጭ Document No:
Amare Moges Building contractor AM/ECD/001/20
Kind of Doc: Interim payment #4
Issue No:
Title: Take off sheet Shashemene G+2 Aquired building
From Issue Date:
and modification work
No LxWxH Total Description No LxWxH Total Description

0.60 W2
4.20 m2
1 1.93 along axis 2 (D-E)
0.60 W5
1.16 m2
6.4.Supply and lay Polished, B. for floor and landing , size
chamfered and egranite 40*40*2cm thick
A. For Riser, Size 15*2cm C) landing for external stair
22 1.80 external stair 1 2.10 external stair
1.00 1.80

39.60 ml 3.78 m2
9 1.65 external stair 1 1.00 bank stair
1.00 0.50
14.85 ml 0.50 m2
13 1.00 bank stair 0.50 m2 Total

1.00 C. Skirting for the stair, size 15*2cm

13.00 ml 15 0.30 from Ground to first stair 1 flight one
10 1.65 external stair flight 1 Riser 4.50 ml

16.50 ml 6 0.30 from Ground to first stair 1 flight two

22 1.83 external stair flight 2 Riser 1.80 ml
40.26 ml 7 0.30 from Ground to first stair 1 flight three
13.00 ml Total 2.10 ml
b) trade 30*3cm 7 0.30 from first to second stair 1 flight one
22 1.80 external stair 2.10 ml
1.00 6 0.30 from first to second stair 1 flight two
39.60 ml 1.80 ml
9 1.65 external stair 7 1.35 from first to second stair 1 flight three
1.00 9.45 ml
14.85 ml 11 1.59 from first to second stair 2 flight one

13 1.00 bank stair 17.49 ml

1.00 10 1.52 from first to second stair 2 flight two
13.00 ml 15.20 ml
10 1.65 external stair flight 1 thread 21 2.60 from ground to first stair 3
16.50 ml 54.60 ml
Total 1 ml length of skirting for
22 1.83 external stair flight 2 thread 109.04 the stair
40.26 ml D. Skerting for the landing
Granite coping & beneath guard
& hand rail
1st floor Stair 1 from ground to 1st Flight 1
1 10.35 along axis H' (3-7') 1 2.43 Landing 1
10.35 ml 2.43 ml
1 19.50 along axis A' (1-7') verendah Stair 1 from ground to 1st Flight 2
19.50 ml 1 2.15 Landing 2
1 14.40 stair 3 beneath guard rail 2.15 ml
14.40 ml Stair 1 from ground to 1st Flight 3
2nd floor 1 1.93 landing 3
1 21.50 along axis A' (1-7') 1.93 ml
______________________________ page 28 of 41 ______________________________
prepared by approved by
 አማረ ሞገስ ሕንፃ ስራ ተቋራጭ Document No:
Amare Moges Building contractor AM/ECD/001/20
Kind of Doc: Interim payment #4
Issue No:
Title: Take off sheet Shashemene G+2 Aquired building
From Issue Date:
and modification work
No LxWxH Total Description No LxWxH Total Description
21.50 ml Stair 1 from 1st to 2nd Flight 1
1 3.00 stair 1 beneath guard rail 1 2.27 landing 4
3.00 ml 2.27 ml
1 1.80 stair 2 beneath guard rail Stair 1 from 1st to 2nd Flight 2
1.80 ml 1 2.32 landing 6
13.00 ml Total 2.32 ml
1 2.69 landing 5
2.69 ml
Stair 2 from 1st to 2nd Flight 1
1 4.04 landing 7
4.04 ml
Stair 3
1 3.80 landing 8

3.80 ml
21.63 ml Total

9.ELICTRICALL
INSTALLETION
Supply and replace the existing light
fixture with 1*24w LED pilips light
fixture , size should be 30*30cm
1 140
140
140 No Total

______________________________ page 29 of 41 ______________________________

prepared by approved by
 አማረ ሞገስ ሕንፃ ስራ ተቋራጭ Document No:
Amare Moges Building contractor AM/ECD/001/20
Kind of Doc: Interim payment #4
Issue No:
Title: Take off sheet Shashemene G+2 Aquired building
From Issue Date:
and modification work
No LxWxH Total Description No LxWxH Total Description

______________________________ page 30 of 41 ______________________________

prepared by approved by
ProjectShashemene G+2 Acquired building maintenance and modification works
Client:Awash international bank S.Co.
ContraAmare moges building contractor
Date:- Janu 26, 2023
SUMMERY
Varation work No-1

Contract Quantity Amount

It.no Description Unit Qty Rate Amount Previous Current Todate Previous Current Todate

1.Block Work

1.1 HCB Wall dimolishing with Cart Away m2 115.00 237.90 27,358.50 184.68 184.68 43,936.32 - 43,936.32

1.2 Ribbed slab work m 2

110.00 1,329.54 146,249.55 82.30 82.30 109,421.26 - 109,421.26

1.3 Double brick wall m 2

220.00 2,555.98 562,316.04 133.28 133.28 340,666.39 - 340,666.39

735,924.09 494,023.97 - 494,023.97

2.Finishing(For burnt surface)
One coat of plastering for burned
2.1 surface after chiseling.

2.1.1 Ground floor soffit, wall burned area M2 395.29 111.60 44115.60634 127.01 127.01 14,174.27 - 14,174.27

2.1.2 First floor soffit plastering M2 44.25 111.60 4938.43907143 44.25 44.25 4,938.44 - 4,938.44
Chiseling 1st and 2nd floor over burden
screed for leveling the surface with the
2.2 existing floor. M2 431.5 36.96 15,947.01 539.61 539.61 19,942.43 - 19,942.43
Chiseling of HCB wall and ceiling slab
for electrical installation of light and
2.3 socket out let. m2 350 25.87 9,054.50 228.75 228.75 5,917.88 - 5,917.88
2.4 Chisel the surface of wall and Ceilling m2 - - - - -

2.4.1 ground floor m2 395.29 32.34 12,782.69 537.36 537.36 17,376.80 - 17,376.80
2.4.2 1st floor m2 513.78 32.34 16,614.36 449.43 449.43 14,533.33 - 14,533.33
Cementitisous water proof for toilet and
2.5 wet areas m2 142 1106.95 157,186.90 95.69 95.69 105,924.05 - 105,924.05
2.6 Fixing of Ceramic Floor tile m2 184 436.59 80,332.93 181.76 181.76 79,355.84 - 79,355.84
TOTAL CARRIED TO SUMMARY (In Birr) …………… 340,972.43 262,163.01 - 262,163.01
3.External paint
3.1 External Quartz paint m2 710 531.16 377,122.42 771.70 771.70 409,894.35 - 409,894.35
3.2 Cont extra Paint For Front area m2 120 1069.32 128,318.84 - - - -

TOTAL CARRIED TO SUMMARY (In Birr) …………… 505,441.26 409,894.35 - 409,894.35

Prepared By_____________ Approved by____________

 አማረ ሞገስ ሕንፃ ስራ ተkራጭ
logo Amare Moges Building contractor
Kind of Doc: Issue No:
Title: Take off sheet
From Issue Date:
No LxWxH Total Description No
Grill work
Front side
1 24.20 Axis A (1-7) 1
4.40
106.48 m2 1
Rear side
1 13.30 Axis H'(2-7) 1
2.70
35.91 m2 1
142.39 m2 area of Grill work Qty
shatter work
Rear side
1 3.80 Axis H'(2-3) 1
2.70
10.26 m2 1
2 2.10 Axis H'(3-5)
2.70 1
11.34 m2
2 2.50 Axis H' (6-7) 1
2.70
13.5 m2
35.1 m2 area of shatter work Qty
Aluminum clading
Front side
1 21.50 First floor slab edge beam 2
0.70
15.05 m2
1 21.50 second floor slab edge beam 2
0.70
15.05 m2
1 21.50 Gutter slab 1
1.50
32.25 m2
62.35 m2 area of Aluminum clading work Qty 2
Aluminum window door works
1 3 Top window along Axis F(2-3)
0.60 2
1.80 m2
1 2.2 Door to Ladder along Axis F(2-3)
 0.80
1.76 m2
3 3 2nd floor kitchen & 2 shops Along Axis D (5-7) doors
0.90
8.10 m2
1 4.4 Bank to toilet entrance door
0.90
3.96 m2
1 4 Bank to janitary room door
1.40
5.60 m2
2 3.1 Bank door for Archive & stationary
0.90
5.58 m2
2 1 Top Window Around septic tank
0.75
1.50 m2
1 1.4 Top Window bank Along Axis E (5-6)
1.30
1.82 m2
 Document No:

Issue No:
Issue Date:
LxWxH Total Description
Hand & Guard rail
Hand rail work
20.70 stair 1
20.70 ml
8.50 stair 2
8.50 m2
7.90 stair 4 around septic tank
7.90 m2
10.50 external stair 248.87
10.50 m2
47.60 ml length of hand rail work
Guard rail
14.40 stair 3
14.40 ml
10.20 1st floor rear verendah
10.20 ml
15.50 1st floor front verendah
15.50 ml
21.50 2nd floor front verendah
21.50 ml
61.6 ml length of guard rail work
oil paint work
Toilets
Ground floor septic tank toilet
6.00 along axis 1&2 (F-H)
1.00
12 m2
4.60 along axis H''(1-2)
1.00
9.2 m2
12.00 bank toilet
1.10
13.2 m2
16.60 1st floor toilet
1.10
36.52 m2
16.60 2nd floor toilet
1.20
39.84 m2
110.76 m2 area of oil paint work Qty
 ANALYSIS SHEET FOR DIRECT UNIT COST
PROJECT: Shashemene Aquired building mentainance LABOUR DAILY OUTPUT: 1.50 m2./day
WORK ITEM: Cladding work EQUIPMENT: 1.50 m2./day
RESULTANT: 5,801 Br/m2
Cladding work
TOTAL QUANTITY OF WORK ITEM: m2
Material Cost (1:01) Labor (1:02) Equipment Cost (1:03)
Cost Per **Indexed Type of Hourly
Type of Material Unit Qty.* Rate Labor by Trade Unit UF Daily Cost No. UF Daily Cost
Unit Daily Cost Equipment Rental

1.00 1,811.11 1,811.11 1 0.50 666.60 333.30 1 1 200.00 1,600.00

Pannel for cladding m2 Forman Tools
Rhs pcs 0.100 1,664.60 166.46 Glazer 1 1.00 750.00 750.00 ###
astina(ferma) pcs 0.166 675.00 112.05 Ass Glazer 1 1.00 600.00 600.00
Self screw 25 pcs 6.000 1.55 9.30 ###
screw 60 pcs 3.00 2.65 7.95 ###
fesher pcs 3.00 0.35 1.05
-

Total (1:01) 2,107.92 Total (1:02) 1,683.30 Total (1:03) 1,600.00

A= Materials Unit Cost 2,107.92 B= Manpower Unit Cost 1,683.30 C= Equipment Unit Cost 1,600.00

2,107.92 Total of (1:02) 1,122.20 Total of (1:03) 1,066.67

Daily Output Daily Output
Direct Cost of Work Item = A+B+C = 4,296.79
Project Over head 20% 859.36
Profit 15% 644.52
Total Unit Cost 5,800.66 Br/m2
UF: UTILIZATION FACTOR
* : INCLUSIVE OF WASTE, TRANSPORTING, HANDLING, ETC.
** : INCLUSIVE OF BENEFITS, TRAVEL SUBSIDIES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT UNIT COST
PROJECT: Shashemene Aquired building mentainance LABOUR DAILY OUTPUT: 1.80 m2./day
WORK ITEM: Cladding work EQUIPMENT: 1.80 m2./day
RESULTANT: 8,912 Br/m2
Cladding work
TOTAL QUANTITY OF WORK ITEM: m2
Material Cost (1:01) Labor (1:02) Equipment Cost (1:03)
Cost Per **Indexed Type of Hourly
Type of Material Unit Qty.* Rate Labor by Trade Unit UF Daily Cost No. UF Daily Cost
Unit Daily Cost Equipment Rental
Shater with all accessories m2 1.00 5,000.00 5,000.00 Forman 1 0.50 666.60 333.30 Tools 1 1 150.00 1,200.00
welder 1 1.00 750.00 750.00
Ass welder 1 1.00 600.00 600.00

Total (1:01) 5,000.00 Total (1:02) 1,683.30 Total (1:03) 1,200.00

A= Materials Unit Cost 5,000.00 B= Manpower Unit Cost 1,683.30 C= Equipment Unit Cost 1,200.00

5,000.00 Total of (1:02) 935.17 Total of (1:03) 666.67

Daily Output Daily Output
Direct Cost of Work Item = A+B+C = 6,601.83
Project Over head 20% 1,320.37
Profit 15% 990.28
Total Unit Cost 8,912.48 Br/m2
UF: UTILIZATION FACTOR
* : INCLUSIVE OF WASTE, TRANSPORTING, HANDLING, ETC.
** : INCLUSIVE OF BENEFITS, TRAVEL SUBSIDIES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 Client: - Awash international bank S.C
Contractor: -Amare Moges Building contractor -
Project: -Shashemene G+2 Aquired building and modification work
Location:- Shashemene
Ammendment 01: Additonal Works
Executed
CONTRACT
Item Description QUANTITY AMOUNT
No Unit Qty Rate Amount Previous Current Todate Previous Current Todate
1.00 One coat of plastering for burned surface after chiseling.
Ground floor soffit, wall burned area m2 395.29 138.84 54,880.63 158.76 158.76 22,041.31 22,041.31
First floor soffit plastering m2 44.25 138.84 6,143.51 - - - -
Chiseling 2nd floor over burden screed for leveling the surface with the
2.00 existing floor. m2 431.50 139.80 60,322.41 432.97 432.97 60,528.26 60,528.26
Chiseling of HCB wall and ceiling slab for electrical installation of light
3.00 and socket out let. ml 350.00 84.30 29,504.47 260.80 260.80 21,985.05 21,985.05
4.00 Chisel the surface of wall and Ceilling m2 - - - -
ground floor m2 395.29 126.45 49,983.53 199.31 199.31 25,201.67 25,201.67
1st floor m2 513.78 126.45 64,966.32 362.48 362.48 45,834.53 45,834.53
5.00 External Quartz paint m2 510.91 532.56 272,088.70 - -
6.00 Cementitisous water proof for toilet and wet areas m2 142.00 1,364.62 193,775.98 - -
7.00 Double brick wall m2 75.00 3,845.43 288,407.01 - -
fix and replace 600*600*9mm Ceramic will supply by the client (681pcs
8.00 without wastage) m2 245.16 681.62 167,106.39 -

Total Carried to Summary Birr 1,187,178.95 - 175,590.82 175,590.82

Prepared by: page 38 of 41 Approved by:

_____________________________ ______________________________
 አማረ ሞገስ ሕንፃ ስራ ተቋራጭ Document No:
AM/ECD/001/20
Amare Moges Building contractor
Kind of Doc: Issue No: Interim payment #1
Title: Take off sheet
From Issue Date: Varation work order01
No LxWxH Total Description No LxWxH Total Description

One coat of plastering 1 5.20 along axis 3&4 (D-E) slab

Soffit plastering 4.20
Ground floor 21.84
1 12.55 along axis b/n 1&2 (A-C) 1 4.10 along axis 3&4 (E-F) slab
4.05 4.00
50.83 16.40
1 12.55 along axis b/n 2&3 (A-C) 1 5.00 around stair 2
4.40 2.70
55.22 13.50
1 12.55 along axis b/n 3&4 (A-C) 1 4.30 around stair 2
4.20 3.20
52.71 13.76
1 3.95 beam
158.76 m^2 Total Area 0.65
2.57
1 3.80 beam
0.65
2.47
1 4.95 beam
0.65
3.22
1 5.50 beam
0.65
3.57
1 3.30 beam
0.55
1.82
1 6.90 along axis b/n F-H & 5-7
8.60
59.34
1 8.65 along axis b/n A'-A & 1-3 slab
Chiseling 2nd floor over burden 4.80
Second floor 41.52
1 29.85 along axis b/n 1&2(A'-F)
4.15 199.31 m^2 Total Area
123.88
1 29.85 along axis b/n 2&3(A'-F) First Floor
4.30 1 29.40 along axis 1, (A-F)
128.36 2.80
1 38.85 along axis b/n 3&6 (A'-H) 82.32
6.00 1 9.88 along axis c&d partition wall 2 face
233.10 2.80
-2 3.85 DDt stair area from the above 27.66
6.80 1 9.88 along axis c&d partition wall 2 face
(52.36) 2.80
27.66
432.97 m^2 Total Area 1 8.55 along axis F ( 1-3 )
2.80
Chiseling of HCB wall and ceiling slab for 23.94
electrical installation of light and socket outl 2 2.00 Column
Ground floor 2.80
34 light point 11.20
1.30 4 2.30 Column
44.20 2.80
97 first floor 25.76
1.30 1 2.10 Column
126.10 2.80
Switch point 5.88
21 Ground floor 1 0.65 Column around stair 2
3.00 2.80
63.00 1.82
11 first floor -7 1.20 DDt top window
2.50 0.60
27.50 (5.04)
1 3.85 Around elevator
260.80 ml Total Area 2.80
10.78
Chisel the surface of wall and Ceilling 1 1.10 Around elevator
Ground floor 0.95
1 6.10 along axis (C-D) 1.05
1.80 4 1.10 Column
10.98 0.95
1 6.40 around stair 1 4.18
1.30

______________________________ page 39 of 41 ______________________________

prepared by approved by
 አማረ ሞገስ ሕንፃ ስራ ተቋራጭ Document No:
AM/ECD/001/20
Amare Moges Building contractor
Kind of Doc: Issue No: Interim payment #1
Title: Take off sheet
From Issue Date: Varation work order01
No LxWxH Total Description No LxWxH Total Description
8.32

1 0.55 Column around axis H&7

2.80
1.54
1 2.75 around stair
2.70
7.43
1 3.80 around stair
1.70
6.46
1 1.20 around stair
0.75
0.90
1 3.20 around stair
0.60
1.92
-1 1.90 DDt top window
0.60
(1.14)
1 7.90 around stair 2
2.80
22.12
1 21.70 along axis 7 (A' -E)
2.80
60.76
1 9.70 along axis 7 (F-H)
2.80
27.16
1 7.00 along axis beyond 5 (C-D)
2.80
19.60
-4 1.20 DDt top window
0.60
(2.88)
1 0.50 along axis H b/n ( 7-7')
2.80
1.40

362.48 m^2 Total Area

______________________________ page 40 of 41 ______________________________

prepared by approved by
 አማረ ሞገስ ሕንፃ ስራ ተቋራጭ Document No:
AM/ECD/001/20
Amare Moges Building contractor
Kind of Doc: Issue No: Interim payment #1
Title: Take off sheet
From Issue Date: Varation work order01
No LxWxH Total Description No LxWxH Total Description

______________________________ page 41 of 41 ______________________________

prepared by approved by