TAKE OFF SHEET

Client: Ethiopian Shiping and Logistics

Project Houses Maintenance work
Location Dire Dawa Melka Jebedu kebele 01
Contrctor Legessa Arega B.C
DESCRIPTION DESCRIPTION
Sub-Stracture
1.1Clearing Top soil 20cm 2,Masonary wall
3.00 0.50 BNGL
3.00 1.00 1.00
1.00 20.00
3.00Ls 30.05m3
1.1Clearing Top soil 20cm
on Builing 3.00 0.50 ANGL
3.00 8.00 0.50
6.00 20.00
144.00m2 15.05m3
3.00 2.00 On toilet
2.00 8.00 4.00 On Stair csse
12.00m2 0.30
0.20
156.00m2Total 1.97m3

3.00 1.50 1.3.Pit excavation 3.00 2.00 On Ramp

1.50 Not exceed 150cm 1.20
1.50 0.75
10.13m3 5.45m3
1.4 Not exceed 300cm
3.00 1.50 2, Concrete Work

1.50 2.01, 5cm thick lean concrete under masonary wall

1.50 3.00 20.00
10.13m3 0.50
30.05m2
20.25m3Total
2.02, C-25 concrete on grade beam
3.00 0.30 1.5 Bulk excavation 3.00 0.20
8.00 0.40
6.00 20.00
43.20m3 4.79m2

3.00 1.00 1.6 Trench excavation to ground slab

1.00 6+6+4+4=20m 3.00 6.00
20.00 4.00
60.00m3 72.00m2
2.03.,provide,cut and fix in position formwork,to grade
beam.
1.7 Back Fill around foundation wall and
3.00 0.40 under hardcore 3.00 20.00
1.00 6+6+4+4=20m 0.40
20.00 24.00m2
24.00m3
B,Super Structure
3.00 0.20 1.9 Under Hardcore Concret work
3.00 a,Elevation Column
5.00 18.00 3.50
9.00m3 0.20
0.20
33.00m3Total 2.52m3 Total

1.9,25cm thick Hard core

3.00 6.00
4.00
71.95m2
1.10,Cart away
28.80Site Clearance
20.25Pit Excavation
43.20Bulk Excavation
60.00Trench excavation
-33.00Backfill
119.25 m3Total

_________________________ ________________________
CONTRACTOR SUPERVISOR
 TAKE OFF SHEET
Client: Ethiopian Shiping and Logistics
Project Houses Maintenance work
Location Dire Dawa Melka Jebedu kebele 01
Contrctor Legessa Arega B.C
DESCRIPTION DESCRIPTION
Super-Structure
Concrete Work 7, Carpentary and Joinary
To Top Tie beam 3.00 10.00 7.01,dia12 euqulptus
3.00 0.20 4.50 5pcs truss on each site
0.20 675.00ml
20.00 2.40m3
1.02, Form work 3.00 17.00 vertical 7.02,dia 8-10 diagonal & vertical member
18.00 3.50 a,Elevation Column 24.00 diagonal 5pcs truss on each site
0.60 123.00ml
37.80m2
3.00 48.00 7.2,7*5cm zigba purline
b,Lintel beam 49.50
3.00 0.30 Window 292.50ml
1.50
3.00 5.60 7.3 Chipwood ceilling
1.35m2 3.60
60.48ml
b,Top Tie beam 3.00 6.00 7.04,2.5x25 facia board
3.00 20.00 1.00
0.60 18.00ml

36.00m2 7.4 Ribbed sheet

3.00 6.00
75.15m2 Total 1.00

2, Block Works 18.00m2

3.00 4.00 a,20cm thick hcb
20.00 6+6+4+4=20m 7.5.G-30 CIS Copping for pharpet wall
240.00m2 3.00 0.30 wall length
16.00 6+6+4=16m

b,15cm thick HCB 14.40m2

3.00 3.50 4+2=6m 8. Metal Work
Door
6.00 3.00 1.00 3.000.9*2.8m
63.00m2 3.00 1.00 3.000.7*2.2m
Deduction window&door Window
3.00 0.90 3.00 1.00 3.001*1.2m
2.80
7.56 9. Paving and Flooring
3.00 0.70 9.1 Terazo Tile
2.20 3.00 6.00
4.62 4.00
3.00 1.00 72.00m2
1.20
3.60 9.2 10cm thick Skerting Terazzo tile
3.00 1.00 6+4+4+5.10=19.9m
11.16a,20cm thick hcb 19.90
4.62 b,15cm thick HCB 59.70ml
After Deduction
228.84a,20cm thick hcb 9.3 100cm thick precast concrete pavment
58.38 b,15cm thick HCB 3.00 1.00 6+4+4+6=20m
20.00
6, Roofing Work 60.00ml
3.00 6.00 6.01,G-30 CIS roof covering
4.50 9.4 30cm precast 1/2 concrete pipe
81.00m2 3.00 1.00 6+4+4+6=20m
6.02,G-30 galvanized gutter 20.00
3.00 6.00 60.00ml
18.00ml

9.00 3.80 6.03,75mm pvc Down pipe

34.20ml

_________________________ _____________________________
CONTRACTOR SUPERVISOR
 TAKE OFF SHEET
Client: Ethiopian Shiping and Logistics
Project Houses Maintenance work
Location Dire Dawa Melka Jebedu kebele 01
Contrctor Legessa Arega B.C
DESCRIPTION DESCRIPTION
Super-Structure
10, Finishing Work 14.Electrical Installation Works
Plastering work 14.1.2,Distribution Board
3.00 20.00 10.1, to internal wall 3.00 1.00
3.80 3.00NO
227.80m2
deduct window & door 14.2.1 Light point
2.52door 3.00 4.00
1.20win 12.00Pcs

224.08m2 total 14.3.1 Switch

Err:509 3.00 4.00
3.00 20.00 beam 12.00Pcs
0.40
24.60m2 14.5 Socket outlet
3.00 12.00 column 3.00 2.00
0.80 6.00No
29.40m2 14.7 1ph single socket
3.00 2.00
54.00m2 total 6.00Pcs
3.00 20.00 10.1, to External wall
4.00 14.7 1ph double socket
239.80m2 3.00 2.00
deduct window & door 6.00Pcs
2.52door
1.20win

236.08m2 total

To External masonary Wall

3.00 20.00
0.50
30.60m2
Apply Gypsum All internal wall
224.08m2

11.Painting Work
Apply three coats of plastic emulsion paint to
all internal surface including ,beams &
columns.

236.08m2 total

ditto but for chipwood ceilling

72.00m2 total

Ditto but Quartiz paint for

External wall Surface.
236.08m2 total

12. Sanitary Work

12.1 W.C
3.00Pcs
12.2 Concrete Pipe dia 100cm
3.00Pcs

13.Glazing
4mm clear Glass
3.00 0.90 Door
1.80
4.86m2

3.00 1.00 window

1.20
3.60m2
8.46m2
4mm figured Glass
3.00 0.70 toilet door
1.20
2.52m2

_________________________ _____________________________
CONTRACTOR SUPERVISOR
Client: Ethiopian Shiping and Logistics
Project Houses Maintenance work
Location Dire Dawa Melka Jebedu kebele 01
Contrctor Legessa Arega B.C Bar Schedule

Location Ref Shape Dia Length No of Bars Dia Dia Dia Dia Dia
No dia 6 dia 8 dia 10 dia 12 dia 14 Remarks

top 12 20.00 2 x 1 x 1 40.00 40.00

Grade beam
bottom 12 20.30 2 x 1 x 1 40.60 40.60

6 0.90 104 x 1 x 1 93.60 93.60

5.6 Side 10 5.60 19 x 1 x 1 106.40 106.40

Ground Slab mesh
3.6 Side 10 3.60 29 x 1 x 1 104.40 104.40

m 93.60 0.00 210.80 80.60 0.00 0.00

Kg/m 0.222 0.395 0.617 0.888 1.208
Kg 20.78 0.00 130.06 71.57 0.00 0.00

Location Ref Shape Dia Length No of Bars Dia Dia Dia Dia Dia
No dia 6 dia 8 dia 10 dia 12 dia 14 Remarks

Elevation Column 12 4.00 4 x 1 x 6 96.00 96.00

6 0.70 19 x 1 x 6 79.80 79.80

12 20.15 4 x 1 x 1 80.60 80.60

Top Tie Beam 6 0.70 104 x 1 x 10 728.00 728.00

m 807.80 0.00 0.00 176.60 0.00 0.00

Kg/m 0.222 0.395 0.617 0.888 1.208
Kg 179.33 0.00 0.00 156.82 0.00 0.00

_________________________ __________________ ________________________

CONTRACTOR SUPERVISOR CLIENT
Client: Ethiopian Shiping and Logistics
Project Houses Maintenance work
Location Dire Dawa Melka Jebedu kebele 01
Contrctor Legessa Arega B.C
ITEM NO DESCRIPTION UNIT Contract UNIT RATE CONTRACT
AMOUNT
A. SUBSTRUCTURE
1. EXCAVATION AND EARTH WORK

1.01 Demolishing work Fence HCB wall Ls 1.0 10,000.0

10,000.0
1.02 bulk excavation to avarage depth of 50cm from N.G.L. m2 1,008.0 20,160.0
20.0
1.03 bulk excavation to avarage depth of 30cm from N.G.L. m3 504.0 100,800.0
200.0
1.07 Trench excavation o avarage depth of 100cm from m3 55.3 19,355.0
N.G.L 350.0
1.08 back fill arounnd masonary foundation wall & under hard m 3
806.4 161,280.0
core to maintain the desired level with selected material
and compact in layers not exceeding 20cm. 200.0
1.09 Hard Core 25cm m2 1,008.0 100.0 100,800.0

Total Carried to Summary 412,395.0

2. MASONRY WORK
2.1 500 mm thick basaltic or equivalent type stone masonry m3 18.0 18,000.0
bedded in cement mortar(1:3) mix below ground surface.
price shall include cement mortar bed. 1,000.0
2.2 Ditto but in A.N.G.L m3 48.0 1,000.0 48,000.0
Total Carried to Summary 66,000.0

3. CONCRETE WORK
3.1 50mm lean concrete quality C-5, 150 kg of cement/m3,

a) Under Masonry foundation m2 62.0 100.0 6,200.0

3.2 Reinforced concrete quality C-25,minimum cement
content of 360 kg of cement/m3 filled in to form work
and vibrated around rod reinforcement (formwork and
reinforcement measured separately)
a) To grade beam m3 2.9 2,000.0 5,760.0
b) To 100mm thick Ground floor slab m2 465.0 200.0 93,000.0
3.3 Formwork shall be timbered or steel or a combination of
two, sufficient to contain the wet concrete without
leakage. Enough to support temporary loading and
pressure from placing Compaction or vibration without
displacement or appreciable deflection.
a) Grade beam m2 120.0 200.0 24,000.0
2.04 Mild steel bar reinforcement according to structural
drawings. Reinforcement shall be free from dirt, oil,
grease, paint, readers etc and any other substances
which may affect the reinforcement and concrete bond
(price include cutting bend
a) Dia.12 deformed bar kg 568.0 10.0 5,680.0
a) Dia.8 deformed bar kg 250.0 10.0 2,500.0
b) Dia.10 deformed bar kg 1,562.0 10.0 15,620.0
Total Carried to Summary 152,760.0
B. SUPERSTRUCTURE
4. CONCRETE WORK
4.1 C-25 reinforced concrete with a minimum cement
content of 360kg/m3 to be poured into formwork around
reinforcement bar (unless otherwise described.
formwork and reinforcement measured separately)

a) To elevation columns m3 2.6 750.0 1,912.5

b) To top tie beam m3 1.9 750.0 1,440.0
c) to 10cm lintel & window sill m3 0.1 800.0 112.0
4.2 Provide, cut and fix in position sawn zigba wood or steel
formwork which ever appropriate.
b) To Top tie beams m2 69.1 200.0 13,824.0
4.3 Mild steel reinforcement according to structural
drawings. Price includes cutting, bending, placing in
position and tying wire and required spacers. Labor cost
only.
a) Dia. 12 Plain bar kg 1,228.8 10.0 12,288.0
b) Dia. 8 deformed bar kg 420.0 10.0 4,200.0
Total Carried to Summary 33,776.5

Contractor, ______________ Supervisor ______________ Client,______________

 5. BLOCK WORK
5.1 200mm thick HCB wall which can satisfy the designed m2 232.0 300.0 69,600.0
strength , bedded in cement mortar (1:3).Price shall
include mortar bed
5.2 150mm thick HCB wall which can satisfy the designed m2 20.0 300.0 6,000.0
strength , bedded in cement mortar (1:3).Price shall
include mortar bed
Total Carried to Summary 75,600.0
6. ROOFING
6.1 Café shade and Toilet Roof work m 2
485.8 400.0 194,300.0
6.2 G-30 galvanized iron sheet roof gutter dv length =66cm ml 58.0 200.0 11,600.0

6.3 75mm Pvc down pipe. ml 40.0 100.0 4,000.0

Total Carried to Summary - 209,900.0
7. CARPENTRY & JOINERY -
7.1 -
7.1.1 dia 12cm lower/upper member ml 360.0 60.0 21,600.0
7.1.2 dia 8-10cm lower/upper member ml 315.0 50.0 15,750.0
7.1.3 5x7cm zigba purline lm 375.0 40.0 15,000.0
7.2 Supply and fix 8 mm thick chip wood ceilings. Price m2 485.8 250.0 121,437.5
include 40 x 50 mm zigba wood battens with c/c spacing
of 600 mm both ways, corner list and all other necessary
accessories to complete the work.
7.3 Supply and fix 25x2.5 cm kerero or equvalent facia lm 34.0 200.0 6,800.0
board
7.5 G-30 CIS Copping for paraphet wall. lm 56.0 200.0 11,200.0
Total Carried to Summary 191,787.5
8. METAL WORK
Metal window and doors made of 38x1.5mm LTZ
profiles shown on the drawings, price include approved
quality locks and all iron mongry works, two coats of anti
rust, three coats of synthetic paint, 1mm thick ribbed
sheet and door stopper. All according to d
Café shade Metal work m2 220.9 600.0 132,540.0
Glaized doors Kitchen m2 52.0 801.0 41,652.0

8.1 Doors 0.0

8.1.1 D1 size 700x2400mm covered with 1mm thick ribbed pcs 5.0 2,000.0 10,000.0
sheet
8.1.2 Enterance doors 6x3m pcs 1.0 5,000.0 5,000.0
8.2 Enterance doors 2x3m pcs 1.0 3,000.0 3,000.0
8.2.1 FENCE GRILL ML 15.0 1,000.0 15,000.0
Total Carried to Summary 207,192.0
9.paving & flooring

9.1 20x20x2cm Terazzo tile floor finish surface price include m² 1,008.0 400.0 403,200.0
3cm cement screed 1:3 cement sand ratio.
9.2 10cm height tile skirting m² 165.0 100.0 16,500.0
9.3 10cm thick precast concrete pavement around the m² 61.3 300.0 18,390.0
compound.
9.4 pre-cast 1/2 concrete pipe.size dia 30cm ml 115.4 200.0 23,080.0
Hexagonal Precast pot 80x80*50 no 6.0 4,000.0 24,000.0
Rectangular Precast pot 100x50x50 no 8.0 4,000.0 32,000.0
Rectangular Hcb pot 230x80x50 no 8.0 6,000.0 48,000.0
Rectangular Fountain with all necessary Work no 2.0 15,000.0 30,000.0
Odua area work no 1.0 30,000.0 30,000.0
Total Carried to Summary - 625,170.0
10.FINISHING -
Apply three coats of plastering in cement mortar -
(1:3)Price shall include exposed surface of beams &
column,pre-cleaning and preparation of the surface.
10.1 To internal wall surface. m² 724.0 250.0 181,000.0
10.5 apply one coat of gypsum for internal wall surface m² 435.0 250.0 108,750.0
Total Carried to Summary 289,750.0
11. PAINTING

11.1 Apply three coats of plastic emulsion paint to all internal m2 724.0 72,400.0
surface including ,beams & columns. 100.0
11.2 ditto but for chipwood ceilling m2 435.0 100.0 43,500.0
11.3 Ditto but Quartiz paint for External wall Surface. m2 192.0 500.0 96,000.0
Total Carried to Summary 211,900.0
12.Sanitary work

12.1 Turkish type WC (RAK) for toilet price include all pcs 5.0 3,000.0 15,000.0
necessary works as ordered by the engineer.
Hand Wash double pcs 2.0 3,000.0 6,000.0
12.2 dia 100cm concrete pipe for toilet including dia12 mesh ml 20.0 750.0 15,000.0
with C-25 concret.
Total Carried to Summary 36,000.0
13.Glazing Work

13.1 4mm clear glass m2 272.9 100.0 27,290.0

13.2 4mm Figured glass m2 8.4 100.0 840.0
Total Carried to Summary 28,130.0

14.Electrical Installation Works

14.1 Install ;
14.1.1 distribution board NO 3.0 1,000.0 3,000.0
14.2 Light Points -

Contractor, ______________ Supervisor ______________ Client,______________

 14.2.1 Flush mounted light points fed through PVC insulated NO 76.0 500.0 38,000.0
conductors of 2x2.5 mm²inside PVC conduits of 16 mm
diameter, including junction boxes with coversinsulating
screw cap connectors.
14.3 Switchs with corresponding box 10A for flush
mounting with detachable frames.
14.3.1 2Gang single switch,774005+774041 NO 33.0 500.0 16,500.0

14.5 16A/1P socket outlet points fed through PVC insulated NO 6.0 1,000.0 6,000.0
conductors of3x2.5mm² inside PVC conduits of 16mm
diameter including junction boxes withcovers, and
insulating screw cap connectors all for flush mounting.
25A/1P socket outlet points fed through PVC insulated NO 8.0 1,000.0 8,000.0
conductors of3x2.5mm² inside PVC conduits of 16mm
diameter including junction boxes withcovers, and
insulating screw cap connectors all for flush mounting.
Light Fittings and Lamps

14.9 Strip light 1.5m NO. 10.0 2,500.0 25,000.0

TOTAL CARRIED TO SUMMARY - 96,500.0
GRAND SUB TOTAL ALL BILL NO - 2,636,861.0

Contractor, ______________ Supervisor ______________ Client,______________

Session: 17157664161

Date: 2024-05-15 14:02 ACC ID: 204 ACC Card:

ACC Name: MIKI ETHIOPIA

Qoutation
# Item QTY Price
LED V36 60W 3 COPPER
1 100 54
12/24V H7
LED V36 60W 3 COPPER
2 200 64
12/24V H4
LED V36 120W 3 COPPER
3 200 64
12V H4
LED V36 120W 3 COPPER
4 100 54
12V H7
LED V36 120W 3 COPPER
5 40 54
12V H11
LED V36 120W 3 COPPER
6 30 54
12V H1
LED V36 120W 3 COPPER
7 30 54
12V H3
LED V36 120W 3 COPPER
8 50 54
12V 9005
LED V36 120W 3 COPPER
9 50 54
12V 9006
LED LASER GUN BIG SIZE
10 WHITE YELLOW 500 8
CUSTOMER BRAND BOX
Sub Total
Discount
Total
Item Count
Tender
Change
Balance
Added To Account
Current Balance
 Subtotal

5400

12800

12800

5400

2160

1620

1620

2700

2700

4000

51200
0%
51200
1300
1000AED 1200AED
76600AED
0AED

0.00AED
 Grand Summary of Statement #1
Client: Ethiopian Shiping and Logistics
Project Houses Maintenance work
Location Dire Dawa Melka Jebedu kebele 01
Contrctor Legessa Arega B.C

Item No Description price Contract Amount

Et.birr
A. SUB STRUCTURE
1 Excavation and Earth work Birr 412,395.00
2 Masonry work Birr 66,000.00
3 Concrete work Birr 152,760.00

Sub Total (A) Birr 631,155.00

B. SUPER STRUCTURE
1 Concrete work Birr 33,776.50
2 Block work Birr 75,600.00
3 Roofing Birr 209,900.00
4 Carpentry & Joinery Birr 191,787.50
5 Metal work Birr 207,192.00
6 paving work Birr 625,170.00
7 Finishing Birr 289,750.00
8 Painting Birr 211,900.00
9 Sanitary work Birr 36,000.00
10 Glazing Work Birr 28,130.00
11 Electrical Installation Birr 96,500.00

Sub Total (D) Birr 2,005,706.00

Grand Total (A+B) Birr 2,636,861.00

Supervisor ______________ Contructor ______________