Janamora-woreda - Chinchit

unit d
1 site clearing up to 20cm av depth
1 hourly working rate 1.25 m2/hr
2 daily working time 8 hr
3 dialy out put 10 m/hr
4 labour payment 350 birr
5 labour cost 35 birr/m2
6 equipment cost 1.75 birr/m2
7 direct cost 36.75 birr/m2
8 Profite + Overhead cost 7.35 birr/m2
9 total unit cost site clearing 44.1 birr/m2

2. Ordinary soil excavation

1 hourly working rate 0.18

2 daily working time 8 hr
3 dialy out put 1.44 m3/day
4 labour payment 350 birr
5 labour cost 243.06 birr/m2
6 equipment cost 12.15 birr/m2
7 direct cost 255.21 birr/m2
8 Profite + Overhead cost 51.04 birr/m2
9 total unit cost site clearing 306.25 birr/m2

3. excavation of weathered Soft rock

1 hourly working rate 0.11 m3
2 daily working time 8 Hr
3 dialy out put 0.88 m3/day
4 labour payment 350 birr
5 labour cost 397.73 biir/m3
6 equipment cost 19.89 birr/m3
7 direct cost 417.61 birr/m3
8 Profite + Overhead cost 83.52 birr/m3
9 total unit cost 501.14 birr/m3

4. excavation of medium weathered rock

1 hourly working rate 0.09 m3
2 daily working time 8 day
3 dialy out put 0.72 m3/day
4 labour payment 350 birr
5 labour cost 486 biir/m3
6 equipment cost 24.31 birr/m3
7 direct cost 510.42 birr/m3
8 Profite + Overhead cost 102.08 birr/m3
9 Total unit cost 612.50 birr/m3

5. Excavation of hard rock

1 dialy working rate 0.04 m3/day
2 daily working time 1 day
3 dialy out put 0.32 m3/hr
4 labour payment 350 birr
5 labour cost 1093.75 biir/m3
6 equipment cost 54.69 birr/m3
7 direct cost 1,148.44 birr/m3
8 Profite + Overhead cost 229.69 birr/m3
9 total unit cost 1,378.13 birr/m3

6. back fill and compaction

1 hourly working rate 0.25 m3/day
2 daily working time 8 hr
3 dialy out put 2 m3/day
4 labour payment 350 birr
5 labour cost 175.00 biir/m3
6 equipment cost 8.75 birr/m3
7 direct cost 183.75 birr/m3
8 Profite + Overhead cost 36.75 birr/m3
9 total unit cost 220.50 birr/m3

7. Cart away and upto 50m

1 hourly working rate 0.25 m3/hr
2 daily working time 8 hr
3 dialy out put 2 m3/day
4 labour payment 350 birr
5 labour cost 175.00 biir/m3
6 equipment cost 8.75 birr/m3
7 direct cost 183.75 birr/m3
8 Profite + Overhead cost 36.75 birr/m3
9 total unit cost 220.50 birr/m3

8. masonary work(1:3)
1 dialy out put 1.5 m3/day
2 daily working time 1 day
3 main mason(1) 1000 birr/day
4 dayliy labourer(4) 1400 birr/day
5 labour payment(1main.masonary and 4DL) 2400 birr/day
6 labour cost 1600.00 biir/m3
7 equipment cost 80.00 birr/m3
8 total material cost 6221.20 birr/m3
cement 1.6 kuntal
sand 0.381 m3
stone 0.975 m3
water 0.4 m3
9 direct cost 7901.20 birr/m3
10 Profite + Overhead cost 1580.24 birr/m3
11 total unit cost 9481.44 birr/m3

9. Concret work C-20(1:2:3)

1 dialy out put 2.5 m3/day
2 daily working time 8 hr
3 main mason(1) 1000 birr/day
4 dayliy labourer(8) 2800 birr/day
5 labour payment(1mm and 8dl) 3800 birr/day
6 labour cost 1520.00 biir/m3
7 equipment cost 76.00 birr/m3
8 total material cost 11177.40 birr/m3
cement 3.2 Qts
sand 0.483 m3
gravel 0.625 m3
water 0.5 m3
9 direct cost 12773.40 birr/m3
10 Profite + Overhead cost 2554.68 birr/m3
11 total unit cost 15,328.08 birr/m3

10. Poiting(1:3)
1 dialy out put 12 m2/day
2 daily working time 8 hr
3 main mason(2) 2000 birr/day
4 plasterer(2DL) 700 birr/day
5 labour payment(2mas and 2pla) 2700 birr/day
6 labour cost 225.00 biir/m3
7 equipment cost 11.25 birr/m3
8 total material cost 133.90 birr/m3
cement 0.028 kuntal
sand 0.030 m3
water 0.1 m3
9 direct cost 370.15 birr/m3
10 Profite + Overhead cost 74.03 birr/m3
11 total unit cost 444.18 birr/m2
111.045
11. plastering(1:2)
1 dialy out put 15 m2/day
2 daily working time 8 hr
3 main mason(1) 1000 birr/day
4 dayliy labourer(2) 700 birr/day
5 labour payment(1mas and 2dl) 1700 birr/day
6 labour cost 113.33 biir/m3
7 equipment cost 5.67 birr/m3
8 total material cost 294.40 birr/m3
cement 0.09 kuntal
sand 0.021 m3
water 0.1 m3
9 direct cost 413.40 birr/m3
10 Profite + Overhead cost 82.68 birr/m3
11 total unit cost 496.08 birr/m2

12. Cyclopean cocrete (1:2:3)

1 dialy out put 2 m3/day
2 daily working time 8 hr
3 main mason(1) 1000 birr/day
4 dayliy labourer(6) 2100 birr/day
5 labour payment(1mm and 6dl) 3100 birr/day
6 labour cost 1550.00 biir/m3
7 equipment cost 77.50 birr/m3
8 total material cost 7,307.00 birr/m3
cement 1.92 kuntal
sand 0.290 m3
gravel 0.375 m3
stone 0.6 m3
water 0.5 m3
9 direct cost 8,934.50 birr/m3
10 Profite + Overhead cost 1786.90 birr/m3
11 total unit cost 10,721.40 birr/m3

13. Lean Concret work(C-10) (1:4:8)

1 dialy out put 3.5 m3/day
2 daily working time 8 hr
3 main mason(1) 1000 birr/day
4 dayliy labourer(8) 2800 birr/day
5 labour payment(1mm and 8dl) 3800 birr/day
6 labour cost 1085.71 biir/m3
7 equipment cost 54.29 birr/m3
8 total material cost 6539.40 birr/m3
cement 1.5 kuntal
sand 0.446 m3
gravel 0.769 m3
water 0.5 m3
9 direct cost 7679.40 birr/m3
10 Profite + Overhead cost 1535.88 birr/m3
11 total unit cost 9,215.28 birr/m2

for m^2 460.76

nchit
unit dqusa
v depth

ion

1.44

By machin( Excavator)
Alluvial deposit 960 m^3/day
120 m^3/hr
Cost 6000 hr
50 birr/m^3
Soft rock 300 m^3/day
37.5 m^3/hr
Cost 6000 hr
160 birr/m^3
Hard rock(By Excavator) 72 m^3/day
9 m^3/hr
Cost 6000 hr
666.67 birr/m^3
 1200

1680.00

each material cost 167.2

4560 birr 1
685.80 birr 1
975.00 birr 1
0.4 birr 0.4
6221.2

0.625
2000

2400

each material cost 318.5

9120 birr 1
869.40 birr 1
1187.50 birr 1
0.5 birr 0.5
each material cost 14.33
79.8 birr 1
54.00 birr 1
0.1 birr 2

each material cost 31.85

256.5 birr 1
37.80 birr 1
0.1 birr 1

0.625
0.375

1800
each material cost 318.5
5472 birr 1
522 birr 1
712.5 birr 1
600
0.5 birr 0.5

7,307.00

0.769230769230769

each material cost 318.5

4275 birr 1
802.80 birr 1
1461.1 birr 1
0.5 birr 0.5
6539.4
 2
kuntal 2850 birr/kuntal
m3 1800 birr/m3
m 3
1000.00 birr/m3
m3 1 birr/m3

3.5
kuntal 2850 birr
m3 1800 birr
m 3
1900 birr
m3 1 birr
 0.5
kuntal 2850 birr
m 3
1800 birr
m3 1 birr

0.5
kuntal 2850 birr
m 3
1800 birr
m3 1 birr
3.5
kg 2850 birr
m3 1800 birr
m 3
1900 birr
1000.00 birr
m3 1 birr

3.5
kg 2850 birr
m3 1800 birr
m 3
1900 birr
m3 1 birr
DESCRIPTION Har
ITEM

Material Cost
It.NoType of mater Unit Qty Unit rate Mat. Cost
Stone m3 0.31 1000.00 313.00
Coarse gravel m3 0.08 1900.00 76.00

Total (1) 389.00

A=material c 389.00

3774.5

PROJECT
 DESCRIPTION Scree
ITEM

Material Cost
It.NoType of mater Unit Qty Unit rate Mat. Cost
Cement Bag 0.26 #REF! #REF!
Sand m3 0.03 #REF! #REF!
Cement grout Bag 0.03 #REF! #REF!
-

-
-
-
-
-
-
-
Total (1) #REF!

A=material co #REF!
 Hard core t = 25cm

Labour(2)
Labour (Direct) Unit Qty U. Factor
Mason No 1 1
Daily labourer No 4 1

Direct 2
Project Manager No 1
Cons.Engin No 1
Cons.Forman No 1
Time Keeper No 1
store Keeper No 1
Pick up driver No 1

Total (2 - 1)

B=Labour cost
120.00

Direct cost 509.00

Rate /m2 610.80

#REF!
 Screeding (1:3) t=3cm

Labour(2)
Labour (Direct) Unit Qty U. Factor
Mason No 1 1
Daily labourer No 3 1

Direct 2
Project Manager No 1 #REF!
Cons.Engin No 1 #REF!
Cons.Forman No 1 #REF!
Time Keeper No 1 #REF!
Store kepeer No 1 #REF!
Pick up driver No 1 0.1

Total (2 - 1)

B=Labour cost
#REF!

Direct cost #REF!

Rate /m2 #REF!

 EQUIPMENT DAILY OUTPUT
RESULTANT

Equipment cost(3)
Daily Pay Total Equipment No U.F
1,000.00 1000 Hand tools 8
350.00 1400 Light vehicle 1

2400.00 Total (3)

C=Equipment cost

LABOR HRLY OUTPUT

 EQUIPMENT DAILY OUTPUT
RESULTANT

Equipment cost(3)
Daily Pay Total Equipment No U.F
1,000.00 1000 Hand tools 6 #REF!
350.00 1050 Light vehicle 1 #REF!

#REF! #REF!
#REF! #REF!
#REF! #REF!
#REF! #REF!
#REF! #REF!
#REF! #REF!
#REF!

Total (3)

C=Equipment cost
 20.00 m2/day

t cost(3)
Rental cost Total

0.00

-
 14.00 m2/day

t cost(3)
Rental cost Total
#REF! #REF!
#REF! #REF!

#REF!

#REF!
 Form work

PROJECT Chinchit
DESCRIPTION Form work for Ground slab
ITEM
Timber

Material Cost Labour(2)

It.No Type of material Unit Qty Unit rate Mat.cost Labour (Direct) Unit
Timber m 2
0.35 1500.00 526.50 Carpenter No
50*70 batten m 0.60 200.00 120.00 Daily labourer No
Euca. #6 strut m 2.05 100.00 205.00
Euca. #12 strut m 0.72 130.00 92.95 Direct 2
Nail #6 Kg 0.14 300.00 42.60 Project Manager No
Mould oil Kg 0.06 120 7.20 Cons.Engin No
- Cons.Forman No
- Time Keeper No
- Store keeper No
- Pick up driver No
-
Total (1) 994.25 Total (2 - 1)

A=material cost 994.25

Direct cost 1164.25

Rate /m2 1397.10

Steel Panel

PROJECT
DESCRIPTION Form work for sides of the Reservoir wall
ITEM

Material Cost Labour(2)

It.No Type of material Unit Qty Unit rate Mat.cost Labour (Direct) Unit
Steel panel m 2
0.06 9585.00 599.06 Carpenter No
50*75 batten m 0.60 249.86 149.92 Daily labourer No
Euca. #10 strut m 4.41 39.19 172.84
Euca. #8 strut m 5.72 34.10 195.05 Direct 2
Euca. #6 strut m 2.05 34.10 69.91 Cons.Engin No
Nail #10 Kg 0.08 181.88 14.55 Cons.Forman No
Nail #6 Kg 0.14 300.00 42.60 Time Keeper No
Flexible wire Kg 0.35 25 8.75 Store kepeer No
Mould oil lt 0.06 15 0.90 Pick up driver No

Total (1) 1253.58 Total (2 - 1)

A=material cost 1253.58

Direct cost #REF!

Rate /m2 #REF!

Rate /m2 #REF!

hit LABOR HRLY OUTPUT 10.00
round slab EQUIPMENT DAILY OUTPUT
RESULTANT 30.00 m2/day
Timber

Labour(2) Equipment cost(3)

Qty U. Factor Daily Pay Total Equipment No U.F Rental cost Total
1 1 1,000.00 1000 Hand tools 6 1 0.000
2 1 350.00 700 Light vehicle 1 0.1 0.000
170.00 Mixer 0 0 0.000

1 0.10 -
1 0.20 -
1 0.50 -
1 0.20 -
1 0.20 -
1 0.20 -

Total (2 - 1) 170.00 Total (3) 0.00

B=Labour 170.00 C=Equipment cost -

Steel Panel

LABOR HRLY OUTPUT 8.00

he Reservoir wall EQUIPMENT DAILY OUTPUT
RESULTANT 24.00 m2/day

Labour(2) Equipment cost(3)

Qty U. Factor Daily Pay Total Equipment No U.F Rental cost Total
1 1 1,000.00 1000 Hand tools 9 1 15.00 135.00
6 1 350.00 2100 Light vehicle 1 0.1 #REF! #REF!
387.50 Mixer 0 0 7.00 0.00

1 0.1 1,085.00 108.50

1 0.1 963.00 96.30
1 0.1 883.00 88.30
1 0.1 500.00 50.00
 1 0.1 500.00 50.00
16.38
Total (2 - 1) 403.88 Total (3) #REF!

B=Labour 403.88 C=Equipment cost #REF!

0.64
0.704
Project Material cost
North Gonder
chinchit
Unit Wereda Bureau
Mason no 1000 1000
Daily labourer no 350 350
Carpenter no 1000 1000
Cement Qu/tal 3400 2850
Sand m3 1800 1800
Gravel m3 1900 1900
Stone m3 1000 1000
Timber m2 150 1500
50*70 batten m 1350 200
Euca. #6 strut m 100 100
Euca. #12 strut m 130 130
Nail #6 kg 360 300
Mould oil kg 120 120
Bar 10ⵁ kg 600 300
Bar 12ⵁ kg 600 300
45,600.00
28,800.00
30,400.00
16,000.00
2013
25
1250
 Zone:- NorthGondar
Wereda:- Janna Mora
Kebele Asenga 72ha
Project Name:- Chinchit Intake Irrigation project head work Maintainance
BOQ

S.No Descreption Unit Quatity unit rate Total cost Remark

1 General Itam of Work
1.1 Mobalization ls 1 60,000.00 60,000.00
1.2 Demobilization ls 1 54,000.00 54,000.00
1.3 Dewatering ls 1 100,000.00 100,000.00
Sub Total 214,000.00
2 Head Work Maintainance
2.1 Weir body
2.1.1 Boulder excavation m3 28.50 612.50 17,456.25
2.1.2 Soft rock excavation m3 9.50 501.14 4,760.80
2.1.3 C-20 Concrete work (1:2:3) m3 15.20 15,328.08 232,986.82
2.1.4 Install longitudinal Reinforcement Bars ø12mm kg 421.80 300.00 126,540.00
2.1.5 Install distribution Reinforcement Bars having ø8mm kg 182.01 300.00 54,603.00
Form work:-Use 4*0.30*0.20 m timber, all necessary amount of
2.1.6 eucalyptus tree and nail (one psc timber used two times)
m2 38.00 1,397.10 53,089.80

Subtotal 489,436.66
2.2 Down stream apron
2.2.1 buldar excavation m3 28.50 612.50 17,456.25
2.2.2 Soft rock excavation m 3
28.50 501.14 14,282.39
2.2.3 Hard core filling of downstream apron m3 40.38 610.80 24,661.05
2.2.4 15cm thickness Lean concrete C-10 m3 7.13 9,215.28 65,658.87

2.2.5 C-20 concert work for cutt off (1:2:3) m3 7.60 15,328.08 116,493.41
2.2.6 Reinforcement Barsø 12mm kg 253.08 300.00 75,924.00
2.2.7 Reinforcement Bars ø8mm kg 106.18 300.00 31,852.80

Form work:-Use 4*0.30*0.20 m timber, all necessary amount

2.2.8 m2 38.00 1,397.10 53,089.80
of eucalyptus tree and nail (one psc timber used two times)

Subtotal 399,418.56
2.3 Retaining wall foundation Rc concret work
2.3.1 Excavation of boulders m3 40.00 612.50 24,500.00
2.3.2 Soft rock excavation m 3
8.00 501.14 4,009.09
2.3.3 C-20 concrete work (1:2:3) m 3
38.40 15,328.08 588,598.27
2.3.4 Reinforcement Bars ø 12mm kg 540.00 300.00 162,000.00
2.3.5 Reinforcement Bars ø 8mm kg 140.00 300.00 42,000.00

Form work:-Use 4*0.30*0.20 m timber, all necessary amount

2.3.6 m2 96.00 1,397.10 134,121.60
of eucalyptus tree and nail (one psc timber used two times)

2.3.7 plastering work (1:2) m2 96.00 496.08 47,623.68

Sub Total 1,002,852.64
Total 2,105,707.87
Vat(15%) 315,856.18
Total Cost 2,421,564.05