ITEM

1.1

1.2

1.11

1.3
1.4

1.5

1.6

2.1

2.2

2.3
 PROJECT :DIAR FARM PROCESSING
PROJECT:DIAR FARM PROCESSING Lot_4
CONTRACTOR:BURQA CONSTRUCTION
CLIENT:AWEDAY SUB_CITY MUNICIPALITY
LOCATION:AWEDAY SUB_CITY

DESCRIPTION
A. SUB STRUCTURE
Building Architectural & Structural
1-EXCAVATION & EARTH WORK
ORDINARY SOIL EXCAVATION
Site clearing and removing of the top 200mm organic ordinary soil .it includes removing of
trees ,brusha,vegetation,rubbish,fences and all other objectionable materials.
TRENCH EXCAVATION
Excavation for trench to a depth not exceeding 1000mm from bulk excavation level and
only around the building peripherial line.

BACK FILL (Gradation and quality Approval is requered in quarry before transporting
and dumping the material to the site.)
Fill around trench foundation with selected materials in layers not exceeding 200mm thick.
Granular selected & imported backfill under hard core.
DISPOSAL
Cart away the excess excavated material to a distance not exceeding 5km.
SUB_BASE
Hard core 250mm thick with basaltic stone or equivalent,blinded with 20mm crushed
aggregate.(Quality approval is required before transporting the material from quarry to
the construction site.)
TOTAL CARRIED TO SUMMARY
2-CONCRETE WORK
lean concrete /Grade C-5 with minimum cement content 150kg shall be laid on inspected
area cement for all leveling bedding improvement and hand machine compacted conditions
it should be smoothly finished.
B-Under masonary
Reinforced concrete in C-25 with minimum cement
content of 360kg/m3 filled and vibrated into form work
& vibrated around reinforcement steel & form work
measured separately
A- To Grade beam
B-10cm thick floor slab
FORM WORK
Provide cut and fix in position sawn-zigba ,steel ,panel wood or appropraite form work there to .
forms shall be
equivalent form work constructed to the exact size,shapes lines and diamentions shan and as required t
UNIT QUANTITY EXCUTE Qty

m2 180.00 414.00

m3 14.00 25.60

m3 20.00 -
m3 40.00 -

m3 103.92 170.50

m3 111.00 112.00

m2 23.00 16.00

m3 2.00 2.56
m2 111.00 -
 RATE EXCUTE Amount AMOUNT(BIRR)

60.32 24,972.48 10,857.60

237.6 6,082.56 3,326.40

372 - 7,440.00
372 - 14,880.00

130.7 22,284.35 234.62

690.62 77,349.44 76,658.82

130,688.83 126,745.16

294 4,704.00 6,762.00

8,696.66 22,263.45 17,393.32

1,294.91 - 143,735.01
 2.4

3.1

32
3.3
3.4

ITEM

1.1

1.2

1.3
 obtain accurate aligament,location grade,level and plumb work in finished structures .
provision shall be made for opening,offset sinking keyways,recesses moldings,regletss,
chamfers,blockings,screeds bullheads ,anchorages,inserts and other fatures.
A. To Gread Beams
REINFORCED STEEL BAR
Steel Reinforcement S420 according to the structural design.
price shall include cutting, bending & placing
in position & tying wire all deformed bars as per the quality requirement.
A-Φ8mm deformed bar
B-Φ12mm deformed bar
TOTAL CARRIED TO SUMMARY
3-MASONARY WORK
500mm thick stone masonary bedded in cement mortar (1 3) mix below NGL.price shall
including cement mortar.
Ditto item 3.1 but above NGL and to be plastered.
Ditto But for Ramp.
150mm thick stone masonry bedded in cement mortar (1 3) mix for water
and feeding trough price shall including cement mortar.
TOTAL CARRIED TO SUMMARY
TOTAL SUM
DESCRIPTION
B-SUPER STRUCTURE
1-CONCRETE WORK
Reinforced concrete in C-25 with cement
content of 360kg/m3 filled and vibrated into form work
& vibrated around reinforcement steel & form work
measured separately
A-Top beam
B-In elevation column
FORM WORK
Provide cut and fix in position sawn-zigba wood or
equivalent form work
A-Top beam
B-In elevation column
REINFORCED BAR
Steel Reinforcement S420 according to the stuructural design .shall include c
drawing, price shall include cutting, bending & placing
in position & tying wires
A-Φ8mm deformed bar
 -

m2 41.00 27.50

kg 64.15 64.08
kg 216.67 216.10

m3 15.00 25.60
m3 13 16.00
m3 2

m3 1

UNIT Qty EXCUTE Qty

m3 1.92
m3 2.32

m2 35.00
m2 42.00

kg 130.51
 -

752.63 20,697.33 30,857.83

189.00 12,111.32 12,124.35

189 40,843.60 40,950.63
100,619.69 251,823.14

4,237.77 108,486.91 63,566.55

4,913.71 78,619.36 63,878.23

4,237.77 4,237.77
187,106.27 131,682.55
418,414.79 510,250.85
Rate EXCUTE Amount AMOUNT

752.63 - 1,445.05
752.63 - 1,746.10

365 - 12,775.00
365 - 15,330.00

189.00 - 24,666.39
 2.1

3.1

3.2

3.4

4.1

764.2
 B-Φ12mm deformed bar
TOTAL CARRIED TO SUMM
2-ELEVATION WALL
200cm thick class 'B' HCB wall bedded and joined in cement sand mortar (1 3)
150cm thick class 'B' HCB wall bedded and jointer in cement mortar ( 1 3 ) both

TOTAL CARRIED TO SUMM

3-ROOFING
Supply and fix G-35 CIS corrugated iron sheet fixed to
5cmX7cm zigba wooden purlin placed c/c 90cm spacing
including washers and roof ridge cover and truss.truss members made of Euca
spacing 133cm.as shown on the drawing.
Supply and fix G-28 galvanized flat corrugated iron sheet gutter of 1000mm
lenth at the connectio of roof and parapet wal.price shall include all the neces
of antirust paint and two coats synthetic enamel paint.
Construct and put in place eucalyputs truss from
a)Diam 10cm eucalyptus top and bottom chord members
b)Diam 8-10cm eucalyputs vertical and diagonal chord members
c)proved and fix 5x7cm zigba roof purlin c/c 90cm
TOTAL CARRIED TO SUMM
4-METAL WORK
All metal work shall be fabricated from 38mm LTZ steel profile price shall incl
stopper door lockers of approved quality before fixing,1mm galvanized ribbed

and 3 coats of approved type oil npaint.

DOOR
A-Door type D2 size=90x200Cm
WINDOW
-Window type W1 size=80x150Cm
Supply and construct metal slidind door manufactured as per the engineers a
shall includes one coat of antirust and twp coats of enamel paint,best quality c
accessoriesit shall be according to the drawing.
D1 size 2850x2800mm
20x20mm and 1.5mm thick wire mesh wall with frame.
kg 389

m2 89.00
m2 44.00

m2 246.00

ml 24.00

ml 110.00
ml 100.00
ml 276.00

Pcs 2

Pcs 2

No 1
m2 60
189.00 - 73,577.70
- 129,540.24

1003 - 89,267.00
863 37,972.00

- 127,239.00

891.00 219,186.00

716 17,184.00

273 30,030.00
268 26,800.00
320 88,320.00
381,520.00

12,960 25,920.00

9,840 19,680.00

55,860 55,860.00
600 36,000.00
 ITEM

5.1

5.2

A. SUB

1. EXCA

2. CONC

3. MAS

SUB TO

B. SUPE

1. CONC

2.ELEVA
 TOTAL CARRIED TO SUMM
DESCRIPTION
5-FINISHING
PLASTERING & POINTIN
Finishing work includes all surface pre cleaning,removal of mortal by chiselin
column and beam preparation grooves b/n surface where ever indicated prepa
finish,polishing and cleaning after end of work.
a)One coats of plastering in cement sand mortar of ratio 1 3 external surface o
TOTAL CARRIED TO SUMM

SUMMARY

STRUCTURE

AVATION & EARTH WORK

CRETE WORK

ONARY WORK

OTAL (A)

ER STRUCTURE

CRETE WORK

ATION WALL
 UNIT Qty

m2 89.00

CONTRUCTOR AMOUNT EXCUTED AMO

126,745.16 130,688.83

251,823.14 100,619.69

131,682.55 187,106.27

510,250.85 418,414.79

129,540.24 -

127,239.00 -
 137,460.00
AMOUNT

201.32 17,917.48
17,917.48

OUNT

Birr

Birr

Birr

Birr

Birr

Birr
3. ROO

4. META

6. FINIS
FING

AL WORK

SHING & PLASTERING

SUB TOTAL (B)

TOTAL OF( A+B)……………………………

 381,520.00

137,460.00

17,917.48

793,676.72 -

1,303,927.58 418,414.79

195,589.14 62,762.22

1,499,516.71 481,177.01
Birr

Birr

Birr

Birr

Birr

Birr
Birr
 TAKE_OFF SHEET 1ST
PROJECT DIAR FARM PROCCESSING LOT-2
LOCATION AWEDAY SUB-CITY
CONTRACTOR BURQA CONSTRUCTION

Description
A, SUBSTRUCTURE
1, Excavation & Earth Work
1.01 Site Clearing an Av. D=20cm
L=2x24=48m
2 23.00 W=2x9.5=19m 1 64
9.00 414.00 0.25
1 0
0
414.00 M2 TOTAL
1.02 Bulk Excavation 1 64
0.2
0.2
23.00
9.00 Average Bulk depth=0.3m
0.30 62.10 M3 TOTAL 2 46.000
1 64.00 1.03 Trench Excavation 0.25
0.80 2 9.00
0.50 25.60 L=64m 0.25
25.60 M3 TOTAL
2 9.000
0.250

1.04 Fill around Foundation & under

- Hard Core
64.00 Around Foundation
0.25
0.60
1 0.000
under hard core
1 64.08

M3 TOTAL 1 216.10
1.05 Cartaway Surplus Exca
82.80 82.80 from item 1.01
62.10 62.10 from item 1.02
25.60 25.60 from item 1.03
170.50 Total*1.25 Soil Expanded 1 64.00
Date:
Page: 01
Block Type: Initiative

Description
2, Concrete Work
2.01 C_5 lean concrete under
foundation beam

Under foundation beam

16.00 m2 Total
10cm for floor slab
0.00
0.00
2.02, C-25 Reinforced Concrete…

2.56 a) In GB & foundation beam

2.56 m2 Total
2.03 Formwork to GB & foundati

23.00

4.50
27.50 external only

4.50

4.50 internal only

32.00 m2 Total
2.04, Mild Steel Re-Bar…..
a, Dia. 6mm…
0.00 see take of sheet for bar
b, Dia. 8mm…
64.08 see take of sheet for bar
b, Dia. 12mm…
216.10 see take of sheet for bar
3.01. 50cm masonry foundation
Plan area of GB=64m
(Item 2.01)
depthof masonary=0.8m
 170.50 M3 TOTAL 0.80
1.06 25cm thick stone hard core.. 0.50
1 14.00
8.00
1 64.00
112.00 0.50
112.00 M2 TOTAL 0.50

Prepared by: Checked by:

_OFF SHEET 2ND

Project: Diar Farm Proccessing LOT-1
Location: Awweday Sub-City

Contractor ;AFRO CONSTRUCTION

Description
B, SUPER STRUCTURE
1. CONCRETE WORKS
Ht. of column=3m 1
Size of column=0.20m x 0.20m
No. of columns=32
32 3.00 1.01 C-25 RC: 1 2454.00
0.20 a) In elevation columns
0.20 2.16 m3 Total
CL length of roof beam =64m 1 487.98

1 23
0.20 b) In roof beams
0.20 0.92 m3
1 23.00
0.20
0.20 0.92 m3
1.84 m3 Total 2 23
2 9.00 1.5
0.20
0.20 0.72 1 9
0.72 m2 Total 3
Form wok a) To elevation columns
48 3.00 To columns
0.20 28.80
28.80 m2 Total
16 3.00 Form wok a) To elevation columns
0.20 9.60 To columns
9.60 m2 Total
 25.60
25.60 m3 Total

3.02 Ditto, but ANGL

16.00
16.00 m3 Total

Date:
Page: 02
Block Type: initiative

Description
1.03 Mild steel reinforcement
a) Dia. 6mm plain bar
See annexed rebar schedule
0.00 kg
b) Dia. 8mm plain bar
64.09 See annexed rebar schedule
kg
c) Dia. 12mm deformed bar
See annexed rebar schedule
216.66 kg

2. BLOCK WORK
2.01 200mm thick class 'B' HCB
L=1.6x23=36.8 Long side
L=3*9=19.8 short side
69.00
69.00 m2

27.00
27.00 m2
93.60 m2 Total
for partition
m2

- m2
 38.40 m2 Total To elevation Form wok
3 46 b) To roof beams 2 1.5
0.25 34.5 m2 0.80

Prepared by: __________________________ Checked by: ________________________ Sup

 deduct Window Opening
2.40 W1=1(0.8X1.5)=2.4m2

pperviser_____________________
 PAYMENT CERTIFICATE SUMMARY SHEET

INTERIAM PAYMENT NO. 1St Payment

DATE OF MEASUREMENT / /201
PROJECT:- DIAR FARM PROCESSING LOT-2
CLIENT:- AWEDAY SUB_CITY MUNICIPALITY Format Amount (Birr)
CONTRACTOR:- WALIINI CONSTRUCTION Main Contract before Vat 2,743,251.61
SUPERVISOR:- Supplementary Contract
LOCATION:- AWEDAY SUB_CITY Variation Orders
15%Vat 411,487.74
Previos payment with VAT Total Sum without Vat 2,743,251.6
Date No Amount Total Sum with Vat 3,154,739.35
IPC 1
IPC 2, Excuted Work Amount (Birr)
IPC 3 Total volume up to date before VAT 836,829.58
IPC 4
Final 5
Total 0
VAT(15%) 125,524.44
Retention without VAT Total volume up to date with VAT 962,354.02
Amount
Date No (Birr) Deductions
1 48,117.7 Previous Payments with VAT -
2 Rebate (%)
3 Retention (5%) with VAT 48,117.70
4 Advance Repayment (20%) with 192,470.80
6 VAT
Total 48,117.7 Total Deductions 240,588.50
Add pevious cumulative retention
Advance payment with VAT Net due to pay 721,765.52
Advance taken
(Birr) 630,947.87 Net due to pay before VAT 627,622.19
Advance Repaid 1 192,470.80 Net payment this time VAT 94,143.33
Advance Repaid 2 Net paymet this time withVAT 721,765.52
Advance Repaid 3
Advance Repaid 4
Advance Repaid 5
Advance repaid
final
Advance repaid to
date 192,471
Advance Remain 438,477.07

We certify that the contractor is know entitled to the sum of birr 721,765.52( Seven Hundred and
Tweenty One Thousend and Seven Hundred and Sixgesty Five Birr & 52/100 ) Birr only

Checked by Approved by

Name:_______________________ Name:_____________
Sign:________________________ Sign:_____________
TAKE-OFF SHEET FOR STEEL REINFORCEMENT
Project: Aweday Diar Farm Processing Initiative Project
Item: new initiative design, substructure

Location Ref. No. Shape Diam. Length (m) No. of Bars No. of Mem.
Foundation Under GFB-1,
beam axes X/01, X/ Longitudinal,
(bottom) 02, X/03 bottom 12 121.68 2 1
>> 1
Stirrup 11 1
Under GFB-2,
Y/01, Y/03, Y/ Longitudinal,
03', Y/06 bottom 8 23.74 2 2.2
2 2.2
Stirrup 11 2.2
Under slab,
axes X/01, X/
mash 02, X/03 11 2

Total Length
Weight per m.
Total weight, kg.
 Length for Diameter
6 8 12 10 14

243.36

104.45

0.00 104.45 243.36 0.00 0.00

0.222 0.614 0.888 0.888 0.000
0.00 64.08 216.10 0.00 0.00
 Lakk ____
Guyyaa __

Wajjira M.M.D Kut/Bul/ Magaalaa Awwadaayiitiif

Awwaday

Dhimmi:- Wa’ee Kaffaltiin marsa Tokkoffa akka kaffalamuuf ibsuu

ilaala

Akkuma olitti xuqametti hojiin projektii inisheetivi Diar Farm proceessin

waldayani Burqa Koonistirakishini hojjachuuf waliigalteen godhamuun niyaadat
Waan kana tehef amma kaffaltiin marsa Tokkoffa Mahandisaan hojjatamee dhiha
Qar.Kuma Dhibba Sagaali fi Shantami Jaha fi Torbattami Torbaa fi 80/100 (Qar.
077.80) karaa dura bu’aa waldayichaa Obbo/Adde Usma'ile tiin akka kaffalamu
gaafanna.

Nagaaya Wa
______________
______________

ng LOT_4
tama.
aate
=956,
uf kabajaan

ajjiin
 Lakk ____
Guyyaa __

Wajjira A/T/ Koonistirakishinii Kut/Bul/Magaalaa Aww

Awwaday

Dhimmi:- Wa’ee Kaffaltiin Marsa Tokkoffa akka Nuuf M

ilaala

Akkuma olitti xuqametti hojiin projektii inisheetivi m

processing Lot_4 waldayani Burqa Koonistirakishini hojjachu
waliigalteen godhamuun niyaadatama. Waan kana tehef amm
kaffaltiin marsa Tokkoffa Mahandisaan hojjatamee dhihaate
Qar.Kuma Dhibba Sagaali fi Shantami Jaha fi Torbattami Torb
80/100 (Qar.= 956,077.80) karaa dura bu’aa waldayicha
akka kaffalamuuf kabajaan gaafanna.
______________
______________

wadaayiitiif

Mirkanessitan gafaachuu

ilk
uuf
ma
e
baa fi
aa tiin

Nagaaya Wajjiin
_OFF SHEET 2ND
Project: Diar Farm Proccessing LOT-1 Date:
Location: Awweday Sub-City Page: 02
Block Type: initiative
Contractor ;AFRO CONSTRUCTION
Description Description
B, SUPER STRUCTURE 1.03 Mild stee
1. CONCRETE WORKS a) Dia. 6mm p
Ht. of column= 1 See annexed r
Size of column=0.20m x 0.20m 0.00 kg
No. of columns=32 b) Dia. 8mm p
32 3.00 1.01 C-25 RC: 1 2454.00 64.09 See annexed r
0.20 a) In elevation columns kg
0.20 2.16 m3 Total c) Dia. 12mm d
CL length of ro 1 487.98 See annexed r
216.66 kg
1 23
0.20 b) In roof beams
0.20 0.92 m3
1 23.00 2. BLOCK WOR
0.20 2.01 200mm t
0.20 0.92 m3 L=1.6x23=36.8
1.84 m3 Total 2 23 L=3*9=19.8 sh
2 9.00 1.5 69.00
0.20 69.00 m2
0.20 0.72 1 9
0.72 m2 Total 3 27.00
Form wok a) To elevation columns 27.00 m2
48 3.00 To columns 93.60 m2 Total
0.20 28.80 for partition
28.80 m2 Total m2
16 3.00 Form wok a) To elevation columns
0.20 9.60 To columns
9.60 m2 Total - m2
38.40 m2 Total To elevation Form wok
3 46 b) To roof b 2 1.5 deduct Window
0.25 34.5 m2 0.80 2.40 W1=1(0.8X1.5)

Prepared by: __________________________ Checked by: ________________________ Supperv

el reinforcement
lain bar
rebar schedule

lain bar
rebar schedule

deformed bar
rebar schedule

RK
hick class 'B' HCB
8 Long side
hort side

w Opening
)=2.4m2

viser_____________________