ደ/ብ/ብ/ሕ/ክ/ መንግስት SNNPRS south omo zone

ደ/ኦ/ዞ /ከ/ል/ኮንስትራክሽን መምሪያ UD & Construction Departement

CERTIFICATE OF PAYMENT No - 01
Project: Woba Ari Woreda Revenue Office Building
Location: Woba Ari Woreda Main Contract #REF!
Employer: Woba Ari Woreda Finance Office
Consultant: SOZ Urban Development & Construction Department Supplementry Cont.
Contractor: Hassen Abate General Contractor Varation Order

Total #REF!
15% VAT #REF!

Total sum #REF!

Amount (Birr)
The value of work executed to date is Birr #REF!
Material on site -
The value of work executed and material on site is Birr #REF!
No. NetPayment
No Date Amount (Birr) VAT DEDUCTION AMOUNT (BIRR) `
Advance 1 #REF! #REF!
1. Total Previous Payment -

2. Rebate 0%

3. Retention 5% #REF!

4. Penalty

5. Advance Repayment(30%) #REF!

Total Deduction #REF! #REF!

Previous Payment Todate - - Net Sum Before 15% V.A.T #REF!

Vat 15% +Retention Vat #REF!

Total with Vat #REF!

Amount of advance taken Birr #REF!

Amount of advance repaid Birr #REF!
Outstanding advance repayement Birr #REF!

BIRR 1,240,988.61 //One Million Two Hundred Fourty Thousand Nine Hundred Eighty Eight & 61%// ONLY

CERTIFIED BY Hagere Belete APPROVED BY

SIGNITURE SIGNITURE

DATE DATE
 }^ ÉU` uŸòM ÉU` uŸòM
lØ` SÓKÝ Sub Total (Birr) Total ( Birr )
Item Description ¾¨<Kታ ¾}W^ ¾¨<K
No Contract Excuted Contract
A. Sub Structure
1.0 Excavation & Earth work 4,407.80
2.0 Masonry Work 9,699.00
3.0 Concrete Work 75,422.20
Sub Total -
B. Super Structure
1.0 Concrete Work 21,482.90
2.0 Wall Work 93,904.00
3.0 Roofing & Carpentry & Joinery 46,672.00
5.0 Metal Work 16,300.00
6.0 Finishing Work 14,624.00
Sub Total -
Total (A + B) -
vat
total -
ÉU` uŸòM
Total ( Birr )
¾}W^
Excuted

89,529.00

192,982.90
282,511.90
42,376.79
324,888.69
Project: Woba Ari Revenue Office BOQ
Contractor: Hassen Abate General Contractor
Item Description Unit
የተሰራ Executed
A Sub-Structure Rate Sub-Total Total
1.0 1. Excavation and Earth Work
Clear off top vegetable soil, bushes and small trees to an
1.10 average depth of 20cm. m2 96.00 10.00 960.00

Excavation for foundation footing to a depth not exceeding

1.30 100cm. Leave 15cm working space in both sides. m3 20.28 90.00 1,825.20
Back fill with good dry filling selected material under hard
core, footing foundation and stone masonry well compact
1.50 in layer not exceeding 20cm. m3 1.01 250.00 252.50
Cartaway surplus excavated material and deposite as
1.60 ordered. m3 45.67 30.00 1,370.10
Total carried to - 4,407.80
2.0 summary…………………………
2. Masonry Work - -
25cm thic basaltic or equivalent stone hard core well
2.10 rolled consolidated and blinded with crushed stone. m3 4.80 1,360.00 6,528.00
Construct stone masonry stair case with cement sand
2.20 mortar 1:4. m3 1.51 2,100.00 3,171.00
Total carried to - 9,699.00
3.0 summary…………………………
3. Concrete work - -
50mm thick lean concrete quality C-5, with minimum
cement content of 150 kg /m3, of concrete under footing
3.10 foundation. m3 0.60 2,630.00 1,578.00
Reinfored concrete for grade beam class C-20, with
minimum cement content 320kg cement /m3 of concrete
filled in to form work & vibrated around reinforcement bars.
Form work and Reinforcement measured separately.
3.20 - -
A) In footing m3 2.40 3,200.00 7,680.00
B) In sub column m3 3.07 3,200.00 9,824.00
C) In grade beam m3 2.56 3,200.00 8,192.00
Provide cut & fix in position sawn zigba form work or
3.40 equivalent. - -
A) To sides of bottom & grade beam m2 19.20 200.00 3,840.00
B) To sides of bottom & grade beam m2 15.36 200.00 3,072.00
Provide, cut & fix in position steel reinforcement bars
according to Drawing, Unit price shall include cutting,
bending and placing in position & tying wires.
3.50 - -
A) Ø 8mm deformed bars kg 136.47 90.00 12,282.30
B) Ø 14mm deformed bars kg 247.67 90.00 22,290.30
C) Ø 10mm deformed bars kg 74.04 90.00 6,663.60
Total carried to - 75,422.20
4.0 summary…………………………
4. Wooden Floor Slab Work - -
Supply local chewanza pole, fixed each at 4cm both ways
as floor slab on the top of GI-pipe and grade beam.
4.10 m2 60.00 265.00 15,900.00
Supply and fix 2.5" GI-Pipe layed at floor surface, both
4.20 side. Pcs 9.00 3,260.00 29,340.00
Total carried to - 45,240.00
summary…………………………
B Super Structure -
1.0 1. Concrete work - -
Reinfored concrete for grade beam class C-25, with
minimum cement content 360kg cement /m3 of concrete
filled in to form work & vibrated around reinforcement bars.
Form work and Reinforcement measured separately.
4.10 - -
A) In R.C. elevation column. m3 3.07 3,200.00 9,824.00
Steel reinforcement according to Drawing bent and placed
in position. Unit price shall include, cutting, bending and
4.20 placing in position & black wire. - -
A) Ø 8mm plain bars kg 2.53 90.00 227.70
B) Ø 14mm deformed bars kg 92.88 90.00 8,359.20
Provide, cut & fix in position sawn zigba wood form work
4.30 or equivalent to - -
A) Side of R.C. columns. m2 15.36 200.00 3,072.00
 Total carried to - 21,482.90
5.0 summary…………………………
2. Wall Work - -
Construct (20*20*40)cm thick of class B HCB wall
5.10 bedded in 1:3 cement sand mortar. m2 51.20 465.00 23,808.00
Supply G-32 CIS and fix above HCB wall. Price shall
5.20 includes cost of nails and others. m2 64.00 430.00 27,520.00
Supply 3mm thick mesh wire and fix above CIS wall. Price
5.30 shall includes cost of nails and others. m2 12.80 270.00 3,456.00
Supply 2.5mm dia. GI-Pipe and fix in each footing pad or
5.30 column. Pcs 12.00 3,260.00 39,120.00
Total carried to - 93,904.00
6.0 summary…………………………
3. Roofing, Carpentry & Joinery - -
Roof covering in G-28 CIS, fixed to (5*7)cm zigba purlins
6.10 c/c 90cm fixed with dome headed nails. m2 55.80 760.00 42,408.00
Supply and fix 25cm keraro fascia board. Price shall
7.20 include one coat of premium and two coats of oil paint. ml 32.80 130.00 4,264.00
Total carried to - 46,672.00
8.0 summary…………………………
4. Metal work -
Metal Doors manufactured from 2800x2100mm LTZ Steel
Profile. Price shall include anti rust and synthetic paint,
8.10 door stopper and cylinderical lock with handle. -
Type MD1, size (280x210)cm Pcs 1.00 16,300.00 16,300.00
Total carried to - 16,300.00
9.0 summary…………………………
5. Finishing Work -
Apply both internal and external pointing HCB in cement
9.20 sand mortar (1:3). m2 65.60 130.00 8,528.00
Plastering all the surfaces of grade beam and columns in
9.30 cement sand mortar 1:3. m2 40.64 150.00 6,096.00
Total carried to 14,624.00
summary…………………………
 MATERIAL REQUIERMENT FOR
quantity per Unit work to be excuted Total Amount
No Type of work material list qua. unit qua. unit qua
SUB-STRUCTURE
25 cm hard core Stone 0.310 m3 0.00 m2 0.00
Cement 0.080 Quintal 12.00 m 2
0.96 0.96
Sand 0.020 m 3
12.00 m 3
0.24 0.24
Lean Concrete (C-5) Aggregate 0.050 m3 12.00 m3 0.60 0.60
Cement 3.600 Quintal 11.10 Quintal 39.96 39.96
Sand 0.498 m3 11.10 m3 5.53 5.53
C-20 Concrete Aggregate 0.748 m 3
11.10 m 3
8.30 8.30
Cement 3.600 Quintal 0.00 Quintal 0.00
Sand 0.498 m3 0.00 m3 0.00
C-25 Concrete Aggregate 0.748 m3 0.00 m3 0.00
Timber 1.050 m 2
0.00 m 2
0.00
Eucalyptus 1.300 ml 0.00 ml 0.00
Nail (8/9cm) 0.500 Kg 0.00 kg 0.00
FormWork Mould Oil 0.500 Litre 0.00 Litre 0.00
Dia.6mm 1.050 kg 0.00 kg 0.00
Black Wire 0.020 kg 0.00 kg 0.00
Dia.8mm 1.050 kg 139.00 kg 145.95 30.82
Black Wire 0.020 kg 139.00 kg 2.78 11.07
Dia.10mm 1.050 kg 74.04 kg 77.74 10.51
Black Wire 0.020 kg 74.04 kg 1.48
Dia.12mm 1.050 kg 340.55 kg 357.58 24.66
Reinforcement Bar Black Wire 0.020 kg 340.55 kg 6.81
Stone 1.150 m3 0.00 m3 0.00
Cement 1.030 Quintal 0.00 Quintal 0.00
50cm Masonry Below NGL Sand 0.290 m3 0.00 m3 0.00 GI-Pipe/2.5"
Stone 1.250 m 3
6.31 m 3
7.89 21.00
Cement 1.030 Quintal 6.31 Quintal 6.50 47.42
50cm Masonry Above NGL Sand 0.290 m3 6.31 m3 1.83
HCB 13.000 Pcs 51.20 Pcs 665.60
Cement 0.047 Quintal 51.20 Quintal 2.41
Block Work 20cm Thick Sand 0.010 m3 51.20 m3 0.51
HCB 13.000 Pcs 0.00 Pcs 0.00
Cement 0.036 Quintal 0.00 Quintal 0.00
Block Work 15cm Thick Sand 0.008 m3 0.00 m3 0.00
HCB 13.000 Pcs 0.00 Pcs 0.00
Cement 0.036 Quintal 0.00 Quintal 0.00
Block Work 10cm Thick Sand 0.008 m 3
0.00 m 3
0.00
 Eucalyptus 1.100 ml 0.00 ml 0.00
Nail (10-12)cm 0.050 kg 0.00 kg 0.00
Fixing Band 0.050 Kg 0.00 kg 0.00
Upper & Lower Chord Anti-Termite Solution 0.030 Litre 0.00 Litre 0.00
Eucalyptus 1.100 ml 0.00 ml 0.00
Nail (8-10)cm 0.040 kg 0.00 kg 0.00
Fixing Band 0.040 kg 0.00 kg 0.00
Diagonal Chords Anti-Termite Solution 0.020 Litre 0.00 Litre 0.00
Purlin 1.050 ml 0.00 ml 0.00
Zigba Roofing Purlin (5*7)cm Nail (6cm) 0.025 kg 0.00 kg 0.00
Purlin 1.050 ml 0.00 ml 0.00
Zigba Ceiling Purlin (4*5)cm Nail (6cm) 0.025 kg 0.00 kg 0.00
Nail (6cm) 0.030 Kg 0.00 kg 0.00
Fascia Board 1.050 ml 0.00 ml 0.00
25cm Wide Keraro Fascia Board Synthetic Paint 0.060 Litre 0.00 Litre 0.00
8mm Thick Chipwood 1.050 m2 0.00 m2 0.00
(4*5)cm ceiling batten 4.000 ml 0.00 ml 0.00
Corner List 1.250 ml 0.00 ml 0.00
Nail (6-8)cm 0.190 kg 0.00 kg 0.00
8mm thick Chipwood Ceiling Nail (4cm) 0.150 kg 0.00 kg 0.00
CIS 1.050 m2 0.00 m2 0.00
Roof ridge 0.120 ml 0.00 ml 0.00
G-30 Roofing Nail Dome Head 0.100 kg 0.00 kg 0.00
Ribbed Sheet 1.000 m2 0.00 m2 0.00
G-28 Ribbed Sheet Soffit Nail (4cm) 0.050 kg 0.00 kg 0.00
Antirust 0.030 Litre 0.00 Litre 0.00
Synthetic Paint 0.090 Litre 0.00 Litre 0.00
G-28 Sheet Metal 0.350 m2 0.00 m2 0.00
G-28 Flat (33cm dev't) Gutter Staffa for Gutter 0.500 Pcs 0.00 Pcs 0.00

Synthetic Paint 0.100 Litre 0.00 Litre 0.00

PVC Down Pipe 1.030 ml 0.00 ml 0.00
Dia. 110cm PVC Down Pipe Staffa for Pipe 0.500 Pcs 0.00 Pcs 0.00
Antirust 0.030 Litre 0.00 Litre 0.00
Synthetic Paint 0.030 Litre 0.00 litre 0.00
G-28 Sheet Metal 0.100 m2 0.00 ml 0.00
G-28 Flashing Staffa for Gutter 0.010 Pcs 0.00 Pcs 0.00
 5-METAL WORK
A-Door
80x280cm Door 0.000 Pcs 0.00 Pcs 0.00
90x280cm Door 0.000 Pcs 0.00 Pcs 0.00
70x210cm Door 0.000 Pcs 0.00 Pcs 0.00
B- Window
(85x180)cm Window 0.000 Pcs 0.00 Pcs 0.00
(85x60)cm Window 0.000 Pcs 0.00 Pcs 0.00
(85x180)cm Window 0.000 Pcs 0.00 Pcs 0.00
(85x180)cm Window 0.000 Pcs 0.00 Pcs 0.00
Cement 0.145 Quintal 0.00 Quintal 0.00
Three coat Plastering Sand 0.400 m 3
0.00 m 3
0.00
Cement 0.020 Quintal 0.00 Quintal 0.00
Pointing HCB Sand 0.080 m3 0.00 m3 0.00
Cement 0.200 Quintal 0.00 Quintal 0.00
Sand 0.068 m3 0.00 m3 0.00
5cm thick cement sand Screed Cement Grouting 0.040 Quintal 0.00 Quintal 0.00
Stone 1.050 m3 0 ml 0.00
Cement 0.030 Quintal 0 Quintal 0.00
Sand 0.020 m3 0 m3 0.00
Semi Dressed Stone Pavement Red Ash 0.11 m3 0 m3 0.00
Cement Pipe 1.050 m3 0.00 ml 0.00
Cement 0.030 Quintal 0.00 Quintal 0.00
Dia 30cm Precast Cocrete Ditch Sand 0.004 m3 0.00 m3 0.00
Plastic Painting 0.250 Litre 0.00 Litre 0.00
Stucco 0.050 Kg 0.00 kg 0.00
Glue 0.010 Kg 0.00 kg 0.00
Three Coat Wall Painting(Plastic) Sand Paper 0.010 Pcs 0.00 Pcs 0.00
Plastic Painting 0.230 Litre 0.00 m2 0.00
Stucco 0.010 Kg 0.00 kg 0.00

Three Coat Ceiling Painting Glue 0.050 Kg 0.00 kg 0.00

(Plastic) Sand Paper 0.010 Pcs 0.00 Pcs 0.00
Syn. Paint 0.230 Litre 0.00 m 2
0.00
Antirust 0.010 Litre 0.00 Litre 0.00

Three Coat Synthetic Paint to Thinner 0.050 Litre 0.00 Litre 0.00
Metal
Glass 1.100 m2 0.00 m2 0.00
4mm Thick Clear Glass Putty 0.400 kg 0.00 kg 0.00
 Take Off Sheet Main Block
Project:- Revenue Office / MAIN BLOCK
Location:- Woba Ari Woreda Boyka Kebele
Contractor:- Hassen Abate General Contractor

Item Executed Result Description Item Executed Result Description

A. SUB STRUCTURE 22.20 1.06 Hard Core
1. Exca. & Earth Work 1 4.80
1.1 Site Clearing 106.56 add
22.40 L=22.8 + 4 = 26.8m 15.40
26.80 W= 18.4 + 4= 22.4m 1 9.00
600.32 m Total Site Clearing
2
138.60 add
1.2 Bulk Excavation 22.20
23.00 Depth = 0.65m 1 1.50
22.00 33.30 add
0.45 278.46 m2 Total Hard Core
227.70 m3 total bulk excavation 2. Masonry work
1.3 Trench Excavation 2.1 Below NGL
164.80 22.80
1 0.70 3 0.40
1.00 0.95
115.36 add 25.99 add
1.4 Trench Excavation in rock 9.22
0 0 6 0.40
0 0.95
0 21.02 add
0.00 7 6.70
1.5 Backfill Selected Material 0.40
a) Under Hard Core 0.95
22.20 2.55 add
1 4.80 49.56 m3 Total BNGL
0.55 2.2 Above NGL
58.61 add 22.80
15.40 3 0.45
1 9.00 0.40
0.55 12.31 add
76.23 add 10.00
22.20 4 0.80
1 1.50 0.40
0.55 12.80 add
18.32 add 4 14.00
153.15 m3 total under hard core 0.60
b) Around foundation 0.40
164.80 13.44 add
2 0.30 38.55 m3 Total ANGL
0.90 2.3.Masonry for enterance ramp & riser.
88.99 m3 total 7.00
1.6 Cart Away 1 2.50
600.32 0.45 0.00 m3 Total for ramp & riser
0.20 2.4.Masonry retaining wall
120.06 Site clearing 1 22.00
227.70 Bulk Excavation 2.05
115.36 Trench Excavation 0.60
231.56 m3 total cartaway 27.06 m3 total
3. Concrete Work
3.1 Lean Concrete

Contractor Supervisor:-Hagere Belete

Sign._____________
 Take Off Sheet Main Block
Project:- Revenue Office / MAIN BLOCK
Location:- Woba Ari Woreda Boyka Kebele
Contractor:- Hassen Abate General Contractor

Item Executed Result Description Item Executed Result Description

22.20 a/ Under hard core B Super Structure
1 12.50 4 Concrete Work
277.50 m2 total under hard core 4.1 Concrete for
22.80 b/ Under masonry foundation a) Elevated Column
3 0.40 0.20
27.36 add 40 0.20
9.22 3.00
6 0.40 4.80 m3 total for elevated Column
22.13 add b) Top Tie Beam
6.70 22.80
7 0.40 18.76 add 4 0.25
68.25 m2 total 0.20
22.80 3.2 RC for Grade Beam 4.56 add
3 0.30 9.2
0.25 8 0.25
5.13 add 0.20
9.22 3.68 add
6 0.30 4.80
0.25 5 0.25
4.15 add 0.20
2 20.30 1.20 add
0.30 9.44 m3 total for Top Tie Beam
0.25 4.2 Mild Steel
1.52 add See Bar Schedule
10.80 m3 Total Concrete for GB
22.20 3.3 10cm RC Slab 4.2 Form Work to
1 4.80 a) Sides Elevated Column
106.56 add 3.05
15.40 40 0.88
1 9.00 107.36 m2 to sides elevated column
138.60 add b) sides of Top Tie Beam
22.20 22.80
1 1.50 4 0.70
33.30 add 63.84 add
278.46 Total RC Slab 4.80
3.4 Form Work 5 0.70
22.80 0.20
6 0.35 3.36 add
47.88 add 9.20
9.22 8 0.70
12 0.35 0.2
38.72 add 10.304 add
20.30 12.40
4 0.35 2 0.70
28.42 add 0.2 3.47 add
115.02 Total Formwork 2 6.20
3.5 Mild Steel 0.70
See Bar Schedule 0.2 1.74
82.71 m2 to sides top tie

Contractor Supervisor:-Hagere Belete

Sign._____________
 Take Off Sheet Main Block
Project:- Revenue Office / MAIN BLOCK
Location:- Woba Ari Woreda Boyka Kebele
Contractor:- Hassen Abate General Contractor

Item Executed Result Description Item Executed Result Description

5. HCB Work 6. Roof Cover
5.1 20cm thick 6.1 G-30 CIS Roofing
21.60 2 8.35
2 4.50 9.00
194.4 add 150.3 m2 add
4.60 8.40
4 3.00 22.50
55.2 add 189 m2 add
4 9.20 339.30 m2 Total G-30 roof cover
3.00 6.2 G-30 galvanized Iron sheet gutter
27.60 add 13.00
2 9.20 2 0.50
3.00 0.00 add
55.20 add for gable side 8.25
332.40 Total before Ddtt 4 0.50
2.30 Ddtt for openings 0.00 add
2 1.40 0.00 m2 Total ribbed sheet
6.44 Door type 1 6.3. 2" PVC down pipe
2.30 2 0.50
7 0.85 0.00
13.69 Door type 2
1.80 6.4. 0.8mm thick flat sheet metal flahing
27 0.60 13.00
29.16 Windows type 1 2 0.50
49.29 Total Ddtt for openings 13.00 add
283.12 m2 Total 20cm HCB Wall 8.25
5.2 15cm thick 4 0.50
4.60 16.50 add
3 3.00 0.00 m2 Total flat sheet metal
41.4 add 6.5 G-30 ribbed sheet
4.60 13.00
2 3.00 2 0.50
27.6 add 13.00 add
69 m2 Total 8.25
0.85 Ddtt for openings 4 0.50
1 2.30 16.50 add
1.96 Door type 2 0.00 m2 Total ribbed sheet
67.05 m2 Total 15cm HCB Wall 6.6 Wire Mesh Ventillation
5.2 10cm thick 0.00
3.60 0.00
27 0.40 0.00
38.88 add 0.00 Total Ventillation Mesh
1.20 7. Carpentry Work
27 0.40 7.1 Roofing Member
12.96 add 38 8.25 a/Ø 10-12cmupper & lower member
51.84 m2 Total 313.50 ml add upper member
38 7.80
296.40 ml Lower member
609.90 ml Total

Contractor Supervisor:-Hagere Belete

Sign._____________
 Take Off Sheet Main Block
Project:- Revenue Office / MAIN BLOCK
Location:- Woba Ari Woreda Boyka Kebele
Contractor:- Hassen Abate General Contractor

Item Executed Result Description Item Executed Result Description

b/ Ø 8-10cm Internal member 8.60
38 7.80 2 3.00
296.40 ml Internal member 2.00 103.20 add
10 10.20 c/Roofing Purlin 8.80
2.00 2 3.00
204.00 add main including overlapping 1.00 52.80 add
10 23.40 4.20
1.00 2 3.00
234.00 add main including overlapping 1.00 25.20 add
438.00 ml total roofing purlin 21.80
7.2 Fascia Board 1 3.00
2 13.80 1.00 65.40 add
27.60 add 595.80 m2 before ddt
2.00 2.30 Ddtt for openings
2 4.20 2 1.40
16.80 add 6.44 Door type 1
0.00 ml total Fascia Board 2.30
7.3 Chipwood Ceiling 8 0.85
22.20 15.64 Door type 2
1 4.80 1.80
106.56 add for Class Rooms 27 0.60
15.40 29.16 Windows type 1
1 9.00 51.24 Total Ddtt for openings
138.60 add for office 544.56 m2 Total internal plastering
22.20 b) external exposed concrete structures,
1 1.50 22.80
33.30 add for verendah 1 3.00
0.00 m Total chipwood ceiling
2
1.00 68.40 add for rare side
7.4 Wooden flush type doors 5.20
D1 (140* 230)cm 2 3.00
1 2.00 0.00 pcs 1.00 31.20 add
D2 (85*230)cm 14.00
1 8.00 0.00 pcs 2 3.00
8. Metal Work 1.00 84.00 add
A) Windows 0.80
1 27.00 27.00 Pcs 7 3.00
9. Plastering Work 1.00 16.80 add for column
9.1 Three Coat Plastering 200.40 m2 before ddt
9.40 a) all internal wall surface, corridor 1.00 Ddtt for openings
3 3.00 27 1.80
2.00 169.20 add 48.60 Windows type 1
12.80 151.80 m2 Total external plastering
1 3.00 c) external surface of 10cm thick sun breaker
2.00 76.80 add 3.60
9.80 27 0.50
1 3.00 48.6 add
2.00 58.80 add 1.20
7.40 27 0.50
1 3.00 16.2 add
2.00 44.40 add 64.8 m2 Total

Contractor Supervisor:-Hagere Belete

Sign._____________
 Sheet No 13

REINFORCING BAR SCHEDULE

Project:- Revenue Office

DR. Dia No. of No of bar

Item Position Shape Length 6 8 10 12 14 16 20 24
No. (mm) Member member

Sub Structure
GFB1 --- --- --- --- --- --- --- ---
Top 14 3 2 24.80 --- --- --- --- 148.8 --- --- ---
Bottom 14 3 2 24.80 --- --- --- --- 148.8 --- --- ---
Stirrups 8 3 124 1.30 --- 483.60 --- --- --- --- --- ---
GFB-2 --- --- --- --- --- --- --- ---
Top 14 6 2 10.22 --- --- --- --- 122.64 --- --- ---
Bottom 14 6 2 10.22 --- --- --- --- 122.64 --- --- ---
Stirrups 8 6 52 1.30 --- 405.60 --- --- --- --- --- ---
GFB -3 --- --- --- --- --- --- --- ---
Top 14 4 2 16.22 --- --- --- --- 129.76 --- --- ---
Bottom 14 4 2 16.22 --- --- --- --- 129.76 --- --- ---
Stirrups 8 4 82 1.30 --- 426.40 --- --- --- --- --- ---
Floor Mesh --- --- --- --- --- --- --- ---
8 1 28 23.00 --- 644.00 --- --- --- --- --- ---
8 1 43 14.00 --- 602.00 --- --- --- --- --- ---
8 1 91 15.00 --- 1365.00 --- --- --- --- --- ---
. Total Length 0.00 3926.60 0.00 0.00 802.40 0.00 0.00 0.00
Kg/Meter 0.222 0.395 0.617 0.888 1.209 1.579 2.466 3.552
Weight in kg 0.00 1549.57 0.00 0.00 969.76 0.00 0.00 0.00

Contractor:-_____________ Consultant:-Hagere Belete

Sign.,______________
 Sheet No 14

REINFORCING BAR SCHEDULE

Project:- Revenue Office

DR. Dia No. of No of bar

Item Position Shape Length 6 8 10 12 14 16 20 24
No. (mm) Member member

Super Structure --- --- --- --- --- --- --- ---
Column --- --- --- --- --- --- --- ---
14 33 4 3.65 --- --- --- --- 481.80 --- --- ---
8 33 15.0 1.30 --- 643.50 --- --- --- --- --- ---
12 10 4 2.50 --- --- --- 100.00 ---
8 10 4.0 1.30 --- 52.00
TTB1 --- --- --- --- --- --- --- ---
Top 14 4 2 24.80 --- --- --- 198.4 --- --- ---
Bottom 14 4 2 24.80 --- --- --- 198.4 --- --- ---
Stirrups 8 4 124 1.30 644.80 --- --- --- --- --- ---
TTB-2 --- --- --- --- --- --- --- ---
Top 14 8 2 10.22 --- --- --- --- 163.52 --- --- ---
Bottom 14 8 2 10.22 --- --- --- --- 163.52 --- --- ---
Stirrups 8 8 52 1.30 --- 540.80 --- --- --- --- --- ---
TTB -3 --- --- --- --- --- --- --- ---
Top 14 4 2 16.22 --- --- --- --- 129.76 --- --- ---
Bottom 14 4 2 16.22 --- --- --- --- 129.76 --- --- ---
Stirrups 8 4 82 1.30 --- 426.40 --- --- --- --- --- ---
Total Length 0.00 2307.50 0.00 100.00 1465.16 0.00 0.00 0.00
Kg/Meter 0.222 0.395 0.617 0.888 1.209 1.579 2.466 3.552
Weight in kg 0.00 911.46 0.00 88.80 1771.38 0.00 0.00 0.00

Contractor:-_____________ Consultant:-Hagere Belete

Sign.,______________
 ¾Åu<w wN?a‹ wN?[cx‹“ Q´x‹ ¡ML© S”Óeƒ South Nation, Nationalities & Peoples' Regional State
ዲዛይንና ግንባታ ቁጥጥር ባለስልጣን ቢሮ Construction Bureau

¾Ñî lØ`
K}W\ Y^­‹ TÖnKÁ Page No.----------------------
Summary of Measurement ¾¨<M lØ`
Y^¨< Contract No :
Project:- Human Health Post
ቦታው
Place: ማሌ ወረዳ ኬላ ቀበሌ
አሰሪው መ/ቤት
Employer:- ማሌ ወረዳ የአ/አ/ ጉዳዮች ጽ/ቤት (ፒሲዲፒ)
|‰ t̉Œ
Contractor: በርታ የግንባታ ማህበር
›T"] SG”Ç=e
Consultant: - SNNPRG CDWP
¾}W^¨< Y^“ / ¨ÃU ¾k[u< n­‹ ´`´`
Details of works executed and / Materials supplied
}^ ÉU` uŸòM ÉU` uŸòM
lØ` SÓKÝ Sub Total (Birr) Total ( Birr )
Item Description ¾¨<Kታ ¾}W^ ¾¨<K ¾}W^
No Contract Excuted Contract Excuted
A. Sub Structure
1.0 Excavation & Earth work 5,175.00 6,101.54
2.0 Masonry Work 11,400.00 11,095.20
3.0 Concrete Work 4,040.00 4,610.89
Sub Total 20,615.00 21,807.63
B. Super Structure
1.0 Concrete Work 5,585.00 4,893.25
2.0 Wall Work 1,760.00 1,807.80
3.0 Roofing 2,100.00 1,531.25
4.0 Carpentry & Joinery 380.00 468.00
5.0 Metal Work 300.00 300.00
6.0 Finishing Work 3,350.00 3,151.60
7.0 Painting Work 495.00 638.40

Sub Total 13,970.00 12,790.30

Grand Total (A + B) ---- 34,585.00 34,597.93

እኔ/እኛ ---------------------------------ከዚህ በላይ የተዘረዘረው ሂሣብ ትክክል መሆኑን በዚሁም መሠረት እስከ ዛሬ ድረስ የተሠራው ሥራና ወደ
ቦታው የቀረበ ዕቃ ጠቅላላ ዋጋ ብር--------------------------መሆኑን እናረጋግጣለን፡፡
I/We----------------------hereby certify that the above figures are correct and that the total
Value of work executed and/or materials delivered on site to date Birr .

-----------------------------------------------------------------------------------------------------------------------------------------------
ሥራ ተቋራጭ አማካሪ መሃንዲስ የሥራ ተቆጣጣሪ/ኢንስፔክተር
Contractor Consultant Supervisor/Inspector
Item Description Unit Qty Rate Total Sub Total

A. Sub Structure

1. Excavation & Earth Work

1.01 Site clearing to remove top vegetable soil to an average depth of m2 30.00 5.00 150.00
200mm.
1.02 Excavation for pit in soft formation to a depth not exceeding m3 23.00 5.00 115.00
1500mm and size 4.6m*3.4m*1.5m
1.03 Ditto but in hard soil formation to a depth not exceeding 3000mm m3 23.00 10.00 230.00

1.03 Ditto but in hard/rocky soil formation to a depth not exceeding m3 23.00 5.00 115.00
4500mm

1.04 Back fill under hard core & sides of masonry with good, dry filling m3 17.00 5.00 85.00
from site and wet compact in layer not > 20cm.
1.05 Cart away surplus excavated material from site and deposit as m3 60.00 10.00 600.00
ordered.
1.06 25cm thick basaltic or equivalent stone hard core well consolidated & m2 5.00 5.00 25.00
blindded with crushed stone.
Total Carried to Summary 1,320.00
2. Masonry Work
2.01 40cm thick at top and 80cm thick at bottom retaining stone masonry m3 36.00 80.00 2,880.00
wall inside the pit bedded in cement mortar

2.02 Ditto but 40cm thick above NGL m3 2.00 80.00 160.00
Total Carried to Summary 3,040.00
3. Concrete Work
3.01 5cm thick class C-5 concrete under masonry foundation m2 10.00 60.00 600.00
3.02 Class C-25 reinforced concret foundation beam as shown on the m 3
1.00 120.00 120.00
drawing
3.03 Class C-25 reinforced concret 100mm thick ground slab m2 5.00 80.00 400.00
3.07 Provide cut & fix in position sawn zigba wood or steel formwork -
whichever appropriate

a) For floor slab, and sides of foundation beam m2 11.00 50.00 550.00
3.08 Mild steel reinforcement according to structural drawings. Price shall -
include cutting,bending, placing in position and tying wire.

a) Dia. 8mm plain bar Kg 31.00 5.00 155.00

b) Dia. 10mm deformed bar Kg 81.00 5.00 405.00
c) Dia. 12mm deforrmed bar Kg 40.00 5.00 200.00
Total Carried to Summary 2,430.00
Item Description Unit Qty Rate Total Sub Total

B Super Structure
4. Concrete Work
4.01 C-20 reinforced concrete, minimum cement content of 320kg/m3 -
filled in to form work & vibrated around mild steel. Steel &
formwork measured separately

a) In elevation columns m3 1.00 120.00 120.00

b) In Top tie beam m3 1.00 50.00 50.00
4.02 Provide cut & fix in position sawn zigba wood or steel formwork -
whichever appropriate

a) Sides of elevation columns m2 10.00 50.00 500.00

b) Sides of top tie beam m 2
5.00 40.00 200.00
4.03 Mild steel reinforcement according to structural drawings. Price shall -
include cutting,bending, placing in position and tying wire.

a) Dia. 8mm plain bar Kg 33.00 5.00 165.00

b) Dia. 12mm deformed bar Kg 86.00 5.00 430.00
Total Carried to Summary 1,465.00
5. Block Work
5.01 200mm thick Class HCB wall bedded in cement mortar 1:3 m2 19.00 50.00 950.00
5.02 150mm thick Class HCB wall bedded in cement mortar 1.3 m 2
4.00 50.00 200.00
Total Carried to Summary 1,150.00
6. Roofing
6.01 Roof cover in G-28 CIS nailed with dome head nails to Zigba purlins. m2 14.00 40.00 560.00
Price shall include 50*70mm zigba wood battens with c/c spacing
900mm both ways ridge cover and roof measured in horizontal
projection.

6.02 25cm wide Keraro fascia board. Price includes one coat of primer & Ml 14.00 20.00 280.00
two coats of oil paint.
Total Carried to Summary 840.00
Item Description Unit Qty Rate Total Sub Total

7. Carpentry & Joinery

7.01 Supply assemble & mount Ø100mm -120mm eucalyptus wooden Ml 17.00 20.00 340.00
truss as per the deyail drawing. Price shall include anti- termite
treatment and all other necessary accessories.

7.02 Supply & fix 50*70mm zigba wood purlins as per the detail drawing. Ml 7.00 15.00 105.00
Price shall include anti termite treatment and all the other necessary
accessories.

7.03 Suuply and fix chicken wire mesh with frames and on gable side for m2 1.00 20.00 20.00
ventillation

Total Carried to Summary 465.00

8. Metal Work
Metal doors manufactured from 38*1.2mm thick LTZ frame profile -
and 0.8mm thick ribbed sheet all as per the engineers approval. Unit
price includes two coats of anti rust paint & three coats of synthetic
paint, approved quality locks, hinges, manila and all other neccessary
accessories to accomplish the works.

8.02 Door type D1 size 70cm*210cm Pcs 2.00 100.00 200.00

Total Carried to Summary 200.00
9. Finishing
9.01 Apply three coats of plastering in cement sand mortar (1:3). Up to m2 37.00 5.00 185.00
finr finish to all internal walls & eaxternal beams & columns.

9.02 Apply pointing to external HCB wall & exposed masonry wall with m2 20.00 30.00 600.00
cement sand mortar (1:3)

9.03 50mm thick broom finish cement sand screed (1:3) floor finish. All m2 5.00 10.00 50.00
as per supervisors instruction. Price shall include cement sand screed
skirting in 10cm height.

9.04 100cm wide semi dressed stone pavement around the bldg bedded in m2 15.00 7.00 105.00
cement sand mortar (1:3). Unit price includes excavation for laying
and 100mm thick red ash bedding & pointing to drssed stone
pavement.

9.05 Supply and fix dia. 100mm PVC vent pipe with insect trap at the top ML 6.00 20.00 120.00

Total Carried to Summary 1,060.00

10. Painting
10.1 Apply three coats of plastic type paint to all smooth finished wall m2 33.00 10.00 330.00
surfaces

Total Carried to Summary 330.00

 ½¬ú>ú a _____________ የክፍያ ምስክር ወረቀት ቁጥር yg{ q$_R______
Contract No Certificate of Measurment No. Page No
ቁጥር
Item UNIT Quantity
No መ ግ ለ ጫ DESCRIPTION
Contract Executd Unit Price Sub-Total Total birr
A SUB STRUCTURE
1. SUPER STRUCTURE
Clear and remove top soil to an average depth
1.01 of 200mm. m² 30.00 48.64 5.00 243.20
Pit excavation in ordinary soil to a depth not
exceeding 1500mm from reduced ground
1.02 level. m³ 23.00 23.46 40.00 938.40
Ditto but exceeding 1500mm but not
1.03 exceeding 3000mm. m³ 46.00 46.92 40.00 1,876.80
Fill around foundation in non expansive
1.04 material from quarry waste m³ 17.00 21.33 30.00 639.90
Load and cart away surplus excavated
1.05 material to an appropriate tip. m³ 60.00 80.11 30.00 2,403.24
25cm thick basaltic or equivalent stone hard
1.06 core m² 5.00 - 60.00 -
Total Carried to Summary Eth.Birr 6,101.54
2. CONCRETE WORK

50 mm thick lean concrete quality C-5, with

minimum cement content of 150 kg /m3, of
2.01 concrete:
a) Under masonary foundation m² 10.00 8.80 40.00 352.00

Reinforced concrete quality C-25,360 kg of

cement/m3 filled in to form work and
2.02 vibrated around rod reinforcement
a) In foundation beam m² 1.00 0.96 400.00 384.00
b) In 10 cm thick Top slab m² 5.00 3.64 60.00 218.40

Provide, cut and fix in position sawn structural

wood or steel formwork which ever is
2.03 appropriate.
b) To 10 cm thick Top slab m² 11.00 7.91 60.00 474.60
Mild steel reinforcement according to
2.04 structural drawings.
a) Dia 8 mm deformed bar kg 31.00 45.46 15.00 681.93
b) Dia 10 mm deformed bar kg 81.40 91.01 15.00 1,365.19
c) Dia 12 mm deformed bar kg 40.00 75.65 15.00 1,134.77
Total Carried to Summary Eth.Birr 4,610.89

Contractor:-_________________ Consultant:-Ebrahim Dawud

 ½¬ú>ú a _____________ የክፍያ ምስክር ወረቀት ቁጥር yg{ q$_R______
Contract No Certificate of Measurment No. Page No
ቁጥር
Item UNIT Quantity
No መ ግ ለ ጫ DESCRIPTION
Contract Executd Unit Price Sub-Total Total birr
3 MASONRY WORK
60cm thick hard Trychatic or equivalent stone
masonry retaining foundation wall below
ground level bedded in cement mortar mix
(1:3) .
3.01 m3 36.00 34.18 300.00 10,252.80
3.02 Ditto, but ANGL m3 2.00 2.81 300.00 842.40
Total Carried to Summary Eth.Birr 11,095.20
B. SUPER STRUCTURE
1.CONCRETE WORK

C-20 Reinforced concrte, minimum cement

1.01 content of 320kg/m3 filled in to formwork
a) In elevation columns m³ 1.00 0.64 400.00 256.00
b) In Top tie beam m³ 1.00 0.60 400.00 240.00
Provide, cut and fix in position sawn zigba
1.02 wood or steel formwork
a) To sides of elevation column m² 10.00 9.15 200.00 1,830.40
b) In roof beams m² 5.00 3.36 200.00 672.00
Mild steel reinforcement according to
1.03 structural drawings.
a) Dia. 8mm plain bar kg 33.00 35.39 15.00 530.88
b) Dia.12mm deformed bar kg 86.00 90.93 15.00 1,363.97
Total Carried to Summary Eth.Birr 4,893.25
2. BLOCK WORK
20cm thick Class C HCB wall, bedded in
2.02 cement sand mortar (1:3. m2 19.00 1.47 80.00 117.60
2.02 ditti but 15 cm thick m 2
4.00 28.17 60.00 1,690.20
Total Carried to Summary Eth.Birr 1,807.80
3. ROOFING

Roof cover in G-30 C.I.S nailed to Zigba

purlins,Price shall include ridge cover and roof
3.01 measured in horizontal projection.. m² 14.00 21.88 70.00 1,531.25
4.03 Supply and fix fascia board 250 *25mm. ml 14.00 - 80.00 -
Total Carried to Summary Eth.Birr 1,531.25

Contractor:-_________________ Consultant:-Ebrahim Dawud

 ½¬ú>ú a _____________ የክፍያ ምስክር ወረቀት ቁጥር yg{ q$_R______
Contract No Certificate of Measurment No. Page No
ቁጥር
Item UNIT Quantity
No መ ግ ለ ጫ DESCRIPTION
Contract Executd Unit Price Sub-Total Total birr
4. CARPENTRY & JOINERY
Supply , assemble and mount dia. 100mm
4.01 eucalyptus wooden truss ml 17.00 21.20 15.00 318.00
Supply and fix 50 * 70mm zigba wood purlins
4.02 as per the
Supply anddetail drawing.
fix chicken wire mesh with frames ml 7.00 10.00 15.00 150.00
4.03 and on gable side for ventillation m² 1.00 - 20.00 -
Total Carried to Summary Eth.Birr 468.00
Metal windows5 and
METAL WORK
doors manufactured from
38 * 1mm LTZ frame profile.
WINDOWS
5.01 W1L size: 700 * 2150mm Pcs 2.00 2.00 150.00 300.00
Total Carried to Summary Eth.Birr 300.00
6 FINISHING
Apply three coats of plastering in cement sand
6.01 mortar (1:3).
6.02 a) To internal wall surface m2 37.00 42.56 40.00 1,702.40
Apply pointing for external HCB wall with
6.03 cement sand mortar (1:3) m2 20.00 22.96 40.00 918.40
50mm thick smooth finished cement sand
6.05 screed (1:3) floor finish. m2 5.00 5.04 40.00 201.60
100cm wide and 80mm thick C-20 pre-cast
6.06 concrete pavement ml 15.00 8.64 30.00 259.20
Supply and fix dia. 100mm PVC vent pipe
6.08 with insect trap Pcs 6.00 1.00 70.00 70.00
Total Carried to Summary Eth.Birr 3,151.60
7. PAINTING
Apply three coats of synthetic paint to all
7.01 smooth finished wall surfaces m2 33.00 42.56 15.00 638.40
Total Carried to Summary Eth.Birr 638.40

Contractor:-_________________ Consultant:-Ebrahim Dawud

 Take Off Sheet
Project:- Human Health Post
Location:- Malle Woreda Kella Kebele
Contractor:- Berta Construction Association
Item Executed Result Description Item Executed Result Description
A. SUB STRUCTURE b) 10cm thick slab
1. Exca. & Earth Work 0.70
1.1 Site Clearing 2.60
7.60 L= 5.40 + 3 = 8.40m 1.82 m2 total
6.40 W= 3.8+ 3= 6.80 0.70
48.64 m2 Total Site Clearing 1.00 2.60
1.2 Trench Excavation 1.82 m2 total
Depth = 1.5m 3.64 m2 total
3.40 2.3 Form Work
4.60 a) to ground floor beam
1.50 3.40
23.46 m3 total bulk excavation 2.00 0.25
1.3 Pit excavation 1.70 add for beam under masonry
3.40 2.20
1.00 4.60 4.00 0.15
1.50 1.32 add for beam under masonry
23.46 m3 total Pit excavation 0.70
1.4 Pit Excavation 2.00 2.60
3.40 3.64 add for grade beam
1.00 4.60 2.50
1.50 2.00 0.25
23.46 m3 total Pit excavation 1.25 add for grade beam
1.5 Back Fill 7.91 m2 total formwork
7.90 b) under 10cm thick slab
2.00 4.50 0.70
0.30 2.60
21.33 m3 total Back fill 1.82 add
1.7 Cart Away 2.60
48.64 1.00 0.70
0.20 1.82 add
80.11 m3 total caraway 3.64 m2 total formwork
2. Concrete Work 2.4 Mild Steel
2.1 Lean Concrete a) Dia. 6mm =
4.60 a) Masonry Foundation b) Dia. 8mm =
2.00 0.80 c) Dia. 10mm =
7.36 m2 total See tha attached table
b) Masonry Foundation 2.5 Pre-Cast Element
1.80 1.00 Pcs
1.00 0.80 3. Masonry Work
1.44 m2 total 3.1 Below NGL
8.80 2.2 C-20 Concrete 4.60
a) Foundation & Grade Beam 0.60
3.40 2.00 4.45
0.40 24.56 add
2.00 0.25 1.80
0.68 m3 total beam under masonry 0.60
1.40 2.00 4.45
0.40 9.61 add
2.00 0.25 34.18 m3 total below NGL
0.28 m3 total grade beam
Contractor Supervisor :-Ebrahim Dawud
 Take Off Sheet
Project:- Human Health Post
Location:- Malle Woreda Kella Kebele
Contractor:- Berta Construction Association
0.96 m3 total grade beam

Contractor Supervisor :-Ebrahim Dawud

 Take Off Sheet
Project:- Human Health Post
Location:- Malle Woreda Kella Kebele
Contractor:- Berta Construction Association
3.2 Above NGL
3.40 2.02, 15mm thick
0.60 1.45
2.00 0.45 - 2.80
1.84 add - add
1.80 2.80
0.60 - 2.10
2.00 0.45 - add
0.97 add 2.80
2.81 m3 total above NGL - 2.10
B. Super Structure - 29.64 add
1. Concrete work 0.70 Ddtt for opening
1.01, C-20 Concrete to 1.00 2.10
a) Elevation Column 1.47
0.20 28.17 m2 Total HCB wall 15cm thick
4.00 3.00 3. Roofing
0.20 3.1 G-32 Roof Cover
0.60 m3 total for elevated column 3.20
b) Top Tie Beam 1.00 4.40
0.20 14.08 m2 Total G-32 Roofing
2.00 5.20 3.2 Mesh Ventillation
0.20 1.10
0.42 add 5.00
0.42 m3 total for top tie beam 5.50 add
1.02, Form Work 0.65
a) Sides of Elevated Column - -
4.00 2.60 - add
0.88 5.50 m2 Total G-28 ribbed sheet
9.15 m Total for a
2

b) Sides of Top Tie Beam Gutter

3.00 5.60
0.20 3.55
3.36 m2 Total for beam 2.00
1.03, Mild Steel
a) Dia. 6mm =
b) Dia. 10mm = 7.10 ml
c) Dia. 12mm = 4. Carpentry & Joinery
See the table 4.1 Euculyptus Truss
2. Block Work 4.00 1.80
2.01, 20cm Thick 7.20 add for upper member
2.60 2.00 3.80
2.00 3.00 7.60 add for horizontal member
15.60 m2 add 2.00 3.20
2.60 6.40 add for internal member
3.00 1.80 21.20 ml total truss
14.04 m2 add
29.64

Contractor Supervisor :-Ebrahim Dawud

 Take Off Sheet
Project:- Human Health Post
Location:- Malle Woreda Kella Kebele
Contractor:- Berta Construction Association
4.2 Zigba Purlin
4.00 2.50 6.6 5cm Thick Screed
10.00 add for main 1.60
- 3.00 - 1.00
- add for overlapping - add
10.00 ml total zigba purlin 5*7cm 1.40
4.3 25cm wide Fascia Board 2.00 1.80
2.00 3.00 5.04 add
6.00 add - 2.35
4.00 3.00 - add
12.00 add 5.04 m2 Total Screeding
18.00 ml total fascia board 6.9 100cm Wide Pavement
0.60
5. Metal Work 2.00 7.20
Door 8.64 m2 Total Pavement
- Pcs 6.10 Ditch
2.00 Pcs 2.00 13.75
6. Finishing 27.50 ml Total Ditch
6.1 Three - Coat Plastering 7. Painting
6.40 7.1 To Smooth Finish
2.00 1.00
2.80
35.84 add for internal wall 42.56 m2 Total Painting
0.25 7.2 To Pointed Wall
4.00 5.60
5.60 add for beam 22.96 m2 Total Painting
3.30
2.00 - Pointing to exposed Masonry
- add for internal wall 0.70
10.00 2.80 2.00 8.70
0.25 12.18 m2 Total Pointing
7.00 add for column
48.44 m2 Total three coat plastering
Ddtt for Openings
0.70
4.00 2.10
5.88 add
42.56 m2 Total three coat plastering
8.20
1.00 2.80 6.5 Apply Pointing
22.96 add
1.40
1.00 -
2.10
- add for gable side
22.96 m2 total before Ddtt
.
2.00 0.45
6.60
5.94 add for masonry Above NGL

Contractor Supervisor :-Ebrahim Dawud

 Sheet No 26

REINFORCING BAR SCHEDULE

Title:- Toilet Block
DR. Dia No. of No of
Item Position No . (mm) Shape bars member Length 6 8 10 12 14 16 20 24
Grade Beam --- --- --- --- --- --- --- ---
GFB1 --- --- --- --- --- --- --- ---
Top 12 2 2 5.85 --- --- --- 23.4 --- --- --- ---
Bottom 12 2 2 5.45 --- --- --- 21.8 --- --- --- ---
Stirrups 8 28 2 1.20 --- 67.20 --- --- --- --- --- ---
GFB-2 --- --- --- --- --- --- --- ---
Top 12 2 2 5.2 --- --- --- 20.8 --- --- --- ---
Bottom 12 2 2 4.8 --- --- --- 19.2 --- --- --- ---
Stirrups 8 20 2 1.20 --- 48.00 --- --- --- --- --- ---
Floor Mesh --- --- --- --- --- --- --- ---
10 16 1 4.6 --- --- 73.60 --- --- --- --- ---
10 20 1 3.70 --- --- 74.00 --- --- --- --- ---
Total Length 0.00 115.20 147.60 85.20 0.00 0.00 0.00 0.00
. Kg per meter 0.222 0.395 0.617 0.888 1.209 1.579 2.466 3.552
Weight in kg 0.0 45.46 91.01 75.65 0.0 0.0 0.0 0.0

Contractor:-_____________ Consultant:-Ebrahim Dawud

 Sheet No 27

REINFORCING BAR SCHEDULE

Title:- Toilet Block
DR. Dia No. of No of
Item Position No . (mm) Shape bars member Length 6 8 10 12 14 16 20 24
Super Structure --- --- --- --- --- --- --- ---
TTB 1 --- --- --- --- --- --- --- ---
Top 12 2 2 3.75 --- --- --- 15 --- --- --- ---
Bottom 12 2 2 3.45 --- --- --- 13.8 --- --- --- ---
Stirrups 8 18 2 0.7 --- 25.2 --- --- --- --- --- ---
TTB 2 --- --- --- --- --- --- --- ---
Top 12 2 2 2.55 --- --- --- 10.2 --- --- --- ---
Bottom 12 2 2 2.25 --- --- --- 9.0 --- --- --- ---
Stirrups 8 12 2 0.7 --- 16.8 --- --- --- --- --- ---
Column --- --- --- --- --- --- --- ---
12 2 4 3.45 --- --- --- 27.6 --- --- --- ---
12 2 4 3.35 --- --- --- 26.8 --- --- --- ---
8 17 4 0.7 --- 47.6 --- --- --- --- --- ---
--- --- --- --- --- --- --- ---
--- --- --- --- --- --- --- ---
--- --- --- --- --- --- --- ---
--- --- --- --- --- --- --- ---
--- --- --- --- --- --- --- ---
Total Length 0.00 89.60 0.00 102.40 0.00 0.00 0.00 0.00
Kg per meter 0.222 0.395 0.615 0.888 1.210 1.579 2.466 3.552
Weight in kg 0.00 35.39 0.00 90.93 0.00 0.00 0.00 0.00

Contractor:-_____________ Consultant:-Ebrahim Dawud

 ¾Åu<w wN?a‹ wN?[cx‹“ Q´x‹ ¡ML© S”Óeƒ South Nation, Nationalities & Peoples' Regional State
ዲዛይንና ግንባታ ቁጥጥር ባለስልጣን Construction & Supervision Authority

¾Ñî lØ`
K}W\ Y^­‹ TÖnKÁ Page No.----------------------
Summary of Measurement ¾¨<M lØ`
Y^¨< Contract No :
Project:- Human Health Post
ቦታው
Place: ማሌ ወረዳ ኬላ ቀበሌ
አሰሪው መ/ቤት
Employer:- ማሌ ወረዳ የአ/አ/ ጉዳዮች ጽ/ቤት (ፒሲዲፒ)
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Contractor: በርታ የግንባታ ማህበር
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Consultant: - SNNPRG CDWP
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Details of works executed and / Materials supplied
}^ ÉU` uŸòM ÉU` uŸòM
lØ` SÓKÝ Sub Total (Birr) Total ( Birr )
Item Description ¾¨<Kታ ¾}W^ ¾¨<K ¾}W^
No Contract Excuted Contract Excuted
A. Sub Structure
1.0 Excavation & Earth work 1,515.00 1,515.00
2.0 Concrete Work 3,202.50 3,202.50
3.0 Masonry Work 3,025.00 3,025.00
5.0 Metal Work 1,200.00 1,200.00
6.0 Finishing Work 640.00 640.00

Sub Total 9,371.50 9,582.50

Grand Total (A + B) ---- 9,371.50 9,582.50

እኔ/እኛ ---------------------------------ከዚህ በላይ የተዘረዘረው ሂሣብ ትክክል መሆኑን በዚሁም መሠረት እስከ ዛሬ ድረስ የተሠራው ሥራና ወደ
ቦታው የቀረበ ዕቃ ጠቅላላ ዋጋ ብር--------------------------መሆኑን እናረጋግጣለን፡፡
I/We----------------------hereby certify that the above figures are correct and that the total
Value of work executed and/or materials delivered on site to date Birr .

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ሥራ ተቋራጭ አማካሪ መሃንዲስ የሥራ ተቆጣጣሪ/ኢንስፔክተር
Contractor Consultant Supervisor/Inspector
½¬ú>ú a _____________ የክፍያ ምስክር ወረቀት ቁጥር yg{ q$_R______
Contract No Certificate of Measurment No. Page No
ቁጥር
Item
No መ ግ ለ ጫ DESCRIPTION UNIT Quantity
Unit
Contract Executd Price Sub-Total Total birr
A SUB STRUCTURE
1. SUPER STRUCTURE
Site clearing to remove top vegetable soil to an
1.01 average depth of 200mm. m2 21.00 21.00 5.00 105.00
Bulk excavation in ordinary soil to a depth not
1.02 exceeding 1500mm m3 3.00 3.00 30.00 90.00
Trench excavation for dtone masonry
1.03 foundation wall and beam under masonry m2 2.50 2.50 30.00 75.00

Fill around foundation and under pavement

1.04 with selected excavated material m3 15.00 15.00 30.00 450.00
Cart away surplus excavated material from site
1.05 and deposit as ordered. m3 9.00 9.00 30.00 270.00
250mm thick basaltic or equivalent stone hard
1.06 core, m2 10.00 10.00 30.00 300.00
TOTAL CARRIED TO SUMMARY………………… Birr 1,290.00
2. CONCRETE WORK
50mm thick c-5 lean concrete, minimum
2.01 cement content 150kg/m3 under.
a) under strip foundation m2 1.00 1.00 200.00 200.00
C-20 Reinforced concrete, minimum cement
2.02 content of 320kg/m3 filled in
a) in Strip Foundation m3 1.00 1.00 400.00 400.00
b) In 150mm ground floor slab m 2
0.65 0.65 400.00 260.00
c) In 120mm thick Suspended slab m 2
4.00 4.00 200.00 800.00

Provide, cut and fix in position sawn zigba

wood or steel formwork whichever
2.03 appropriate.
a) To Strip foundation m2 6.00 6.00 100.00 600.00
b) To 120mm thick Suspended slab m2 4.00 4.00 100.00 400.00
Mild steel reinforcement according to structural
2.04 drawings.
a) Dia. 6mm plain bar Kg 3.00 3.00 10.00 30.00
b) Dia. 8mm deformed bar Kg 41.00 41.00 10.00 410.00
c) Dia. 10mm deformed bar Kg 5.00 5.00 10.00 50.00
Apply two coats of Bituminous damp proofing
2.05 course under ground slab. m2 0.65 0.65 10.00 6.50
TOTAL CARRIED TO SUMMARY………………… Birr 3,156.50

Contractor:-______________ Consultant:-Ebrahim Dawud

½¬ú>ú a _____________ የክፍያ ምስክር ወረቀት ቁጥር yg{ q$_R______
Contract No Certificate of Measurment No. Page No
ቁጥር
Item
No መ ግ ለ ጫ DESCRIPTION UNIT Quantity
Unit
Contract Executd Price Sub-Total Total birr
3 MASONRY WORK
250mm thick burnt double brick wall bedded in
3.01 cement mortar (1:3) a m2 7.10 7.20 250.00 1,800.00
3.02 Ditto but 120mm thick single brick wall. m2 5.00 5.00 250.00 1,250.00
TOTAL CARRIED TO SUMMARY………………… Birr 3,050.00
4 METAL WORK

Supply and fix 1.5mm thick sheet metal

opening with handle and single iron frame
4.01 anchored to concrete slab.
Size 600 * 400mm Pcs 1.00 1.00 100.00 100.00

Supply and install metal fire grill made of

Ø20mm reinforcement bar c/c 50mm both
4.02 ways. Pcs 1.00 1.00 100.00 100.00
Supply and install 1.5mm thick sheet metal Ash
4.03 box according to detail drawing. Pcs 1.00 1.00 100.00 100.00
TOTAL CARRIED TO SUMMARY………………… Birr 300.00
5. FINISHING
Apply three coats of platering in cement sand
5.01 mortar (1:3). m2 4.00 4.00 50.00 200.00
Apply pointing to Brick wall surface in cement
5.02 mortar (1:2). m2 12.00 12.00 50.00 600.00
TOTAL CARRIED TO SUMMARY………………… Birr 800.00

Contractor:-______________ Consultant:-Ebrahim Dawud