2

PROJECT carpentary LABOUR HOURLY OUT PUT 1.81 m /hr

WORK ITEM 6mm MDF EQUIPMENT

TOTAL QTY OF WORK ITEM 1 m2 RESULT: 2,903.01 Birr/m2

Material cost(1.01) Labour cost(1..02) Eqipment cost(1.03)

Labour by **Indexed Type of Hourly Hourly

Type of material Unit Qty *Rate Cost per Unit trade No. UF Hourly Hourly Cost Equipment No rental rate Cost
6mm MDF m2 1.10 1200.00 1320.00 Forman 1.00 1/4 187.50 46.88
Nail kg 0.08 300.00 24.00 Carpenter 1.00 1.00 150.00 150.00
butten(4*5) ml 4.60 200.00 920.00 Ass.Carpenter 1.00 1.00 100.00 100.00
corner list ml 1.75 30.00 52.50 Daily labourer 1.00 1.00 62.50 62.50
Seteline ml 2.75 32.00 88.00

(Total 1.01) 2404.50 Total (1.02) 359.38 0.00

2 2
A= Materials Unit Cost 2404.50 Birr/m B= Manpower Unit Cost 199.10 Birr/m C=Equipment Unit Cost Birr/m2
2404.50 Total of (1:02) 199.10 Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
2
Direct Cost of Work Item = A+B+C = 2603.60 Birr/m
Over head cost : 10% 260.36 "
Profit Cost: 15% 39.05 "
2
Total Unit Cost : 2,903.01 Birr/m
3 2
Remarks : Mortar Quantity ( 1:3 ) With 15 % Wastage =0.0092 m /m
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

2
PROJECT chip wood LABOUR HOURLY OUT PUT 1.81 m /hr

WORK ITEM 8mm thick chip wood expansion joint. EQUIPMENT

2
TOTAL QTY OF WORK ITEM 1 m2 RESULT: 2869.42 Birr/m

Material cost(1.01) Labour cost(1..02) Eqipment cost(1.03)

Labour by **Indexed Type of Hourly Hourly

Type of material Unit Qty *Rate Cost per Unit trade No. UF Hourly Hourly Cost Equipment No rental rate Cost
chip wood m2 1.10 1300.00 1430.00 Forman 1.00 1/4 187.50 46.88
Nail kg 0.08 300.00 24.00 Carpenter 1.00 1.00 150.00 150.00
butten(4*5) ml 4.60 200.00 920.00 Ass.Carpenter 1.00 1.00 100.00 100.00
corner list ml 1.75 0.21 0.37 Daily labourer 1.00 1.00 62.50 62.50

(Total 1.01) 2374.37 Total (1.02) 359.38 0.00

2 2
A= Materials Unit Cost 2374.37 Birr/m B= Manpower Unit Cost 199.10 Birr/m C=Equipment Unit Cost Birr/m2
2374.37 Total of (1:02) 199.10 Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
2
Direct Cost of Work Item = A+B+C = 2573.47 Birr/m
Over head cost : 10% 257.35 "
Profit Cost: 15% 38.60 "
2
Total Unit Cost : 2869.42 Birr/m
3 2
Remarks : Mortar Quantity ( 1:3 ) With 15 % Wastage =0.0092 m /m
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: Hard core LABOUR HOURLY OUTPUT: 0.625 m2/hr.
WORK ITEM : ( 2.4 ) 25cm. thick Hard core. EQUIPEMENT:
2
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT : 706.88 Birr/m

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

**
Indexed
Labour by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Cost per Unit Grade No. UF Cost Hourly Cost Equipment No. Rental Cost
Stone m3 0.45 375.00 168.75 Foreman 1 0.25 187.50 46.88
0 Masone II 1 1 125.00 125.00
D/L 1 1 62.50 62.50

Total (1:-01) 168.75 Total (1:02) 234.38 Total (1:03) 0

2 2 2
A= Material unit cost 168.75 Birr/m B=Manpower Unit Cost 375 Birr/m C=Equipment Unit Cost 0 Birr/m
168.75 Total of (1:02) 375 Total of (1:03)
Hourly Output Hourly output: _________________
2
Direct Cost of work item = A + B + C = 543.75 Birr/m
Overhead Cost : 15% 81.56 "
Profit Cost: 15% 81.56 "
2
Total Unit Cost : 706.88 Birr/m
Remark : ____________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: EXCAVATION AND EARTH WORK. LABOUR HOURLY OUTPUT: 0.875 m3/hr.
WORK ITEM: ( 1.14) Back fill selected excavated mats. from out side the site . EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m3 RESULT: 1176.43 Birr/m3

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

**
Indexed
Labour by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Cost per Unit Grade No. UF Cost Hourly Cost Equipment No. Rental Cost
selected material m3 1.05 600.00 630 Foreman 1 0.1 187.50 18.75 tool 1 187.5 187.5
0 DL 1 1 62.50 62.5 0
0 G.CHIEF 1 0.05 70.00 3.5 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
Total (1:-01) 630 Total (1:02) 84.75 Total (1:03) 187.5

A= Materials Unit Cost 630 Birr/m3 B= Manpower Unit Cost 96.85714286 Birr/m3 C= Equipment Unit Cost 214.29 Birr/m3
630 Total of (1:02) 96.85714286 Total of (1:03) 214.29
Hourly Output: Hourly output: ______________
Direct Cost of Work Item = A+B+C = 941.14 Birr/m3
Over head cost : 10% 94.11 "
Profit Cost: 15% 141.17 "
Total Unit Cost : 1176.43 Birr/m3
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR 1035.26
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: floor finishes Cement screed LABOUR HOURLY OUTPUT: 1 m3/hr.
WORK ITEM: ( 3.4 ) C-25 Concrete (Hand Mix) 1:2:3 EQUIPEMENT:
TOTAL QUANTITY OF WORK ITEM: 1 m3 RESULT : 1012.14 Birr/m 3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

**
Indexed
Labour Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Cost per Unit byTrade No. UF Cost Hourly Cost Equipment No. Rental Cost
Cement Qnt. 0.025 1800.00 45 Foreman 0.167 1 187.50 31.3125 0
Sand m3 0.2 928.00 185.6 Mason II 1 1 125.00 125 0
Gravel (02) m3 0.15 1900.00 285 D/L 2 1 62.50 125 0
Water m3 0.16 80.00 12.800 0 0
0 0 0
0 0 0
0 0 0
Total (1:-01) 528.4 Total (1:02) 281.31 Total (1:03) 0

3 3
A= Materials Unit Cost 528.40 Birr/m B=Manpower Unit Cost 281.31 Br./m C= Equipment Unit Cost : 0.00 Br./m3
528.40 281.31
Total of (1:02) 12.08 Total of (1:03)
Hourly Output 0.625 Hourly output:
Direct Cost of work item = A+B+C = 809.71 Birr/m3
Overhead Cost: 10% 80.97 "
Profit Cost: 15% 121.46 "
Total Unit Cost : 1012.14 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: PAINTING. LABOUR HOURLY OUTPUT: 5.00 m2/hr.
WORK ITEM: ( 12.3) Twocoats of plastic paint to internal wall. EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1.00 m2 RESULT: 242.41 Birr/m2

Labour Cost (1:02)

Material Cost (1:01) Equipment Cost (1:03)
**
Indexed
Labour by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Cost per Unit Grade No. UF Cost Hourly Cost Equipment No. Rental Cost
plastic paint lit 0.25 600.00 150.00 foreman 1.00 0.17 187.50 31.88 tools 1.00 1.25 1.25
brush pcs 0.01 300.00 3.00 painter 1.00 1.00 100.00 100.00 -
sand paper pcs 0.01 100.00 1.00 DL 1.00 1.00 62.50 62.50 -
Water lit 0.01 80.00 0.80

- - -
- - -
- - -
Total (1:-01) 154.80 Total (1:02) 194.38 Total (1:03) 1.25

A= Materials Unit Cost 154.80 Birr/m2 B= Manpower Unit Cost 38.88 Birr/m2 C= Equipment Unit Cost 0.25 Birr/m2
154.80 38.88
Total of (1:02) 4.75 Total of (1:03)
Hourly Output: 1.50 Hourly output: _______________
Direct Cost of Work Item = A+B+C = 193.93 Birr/m2
Over head cost : 10% 19.39 "
Profit Cost: 15% 29.09 "
Total Unit Cost : 242.41 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: MASONRY WORKS LABOUR HOURLY OUTPUT: 0.875 m3/hr.
WORK ITEM : ( 2.4 ) 40cm. thick elevation wall (Two side dressed). EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m3 RESULT : 2393.75 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

**
Labour by Indexed Type of Hourly Hourly
Type of Material Unit Qty * Rate Cost per Unit Grade No. UF Hourly Hourly Cost Equipment No. Rental Cost
Cement Qnt. 0.41 1800.00 738 Foreman 1 0.25 187.50 46.88 0
Sand m3 0.08 928.00 74.24 Masone II 2 1 125.00 250.00 0
Stone m3 0.59 375.00 221.25 0
0 D/L 4 1 62.50 250.00 0
0 DL 1 1 70.00 70 0
0 G.Chief 1 1 90.00 90 0
0 0 0
0 0.00 0
0 0.00 0
Total (1:-01) 1033.49 Total (1:02) 706.88 Total (1:03) 0

2 2
A= Material unit cost 1033.49 Birr/m B=Manpower Unit Cost 807.8571429 Birr/m C=Equipment Unit Cost 0 Birr/m2
1033.49 807.8571429
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of work item = A + B + C = 1841.35 Birr/m2
Overhead Cost : 15% 276.20 "
Profit Cost: 15% 276.20 "
Total Unit Cost : 2393.75 Birr/m2
Remark : ____________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: G28 roof and wall work LABOUR HOURLY OUTPUT: 6.25 m2/hr
WORK ITEM: ( 7.1 ) G28 roof and wall work EQUIPEMENT:
RESULT: 2175.02 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

**
Labour by Indexed Type of Hourly Hourly
Type of Material Unit Qty * Rate Cost per Unit Grade No. UF Hourly Hourly Cost Equipment No. Rental Cost
G28 m2 1.05 900.00 945 Fore Man 1 0.5 187.50 93.75 tools 1 1.25 1.25
Roofing Nails kg. 0.1 300.00 30 Carpenter1 1 2 150.00 300.00
Plastic Washer pkt. 5 10 50 Helper 1 1 100.00 100.00
valley gutter ml 0.08 750.00 60 DL 1 2.00 62.50 125.00
Colmo ml 0.125 750.00 93.75
Ǿ12 - Ǿ8 cm eucalyptus ml 1.15 90.00 103.50 Painter 1 0.10 100.00 10.00
Ǿ10 cm eucalyptus ml 1.15 60.00 69.00
Ǿ12 cm eucalyptus ml 1.15 70.00 80.50
Nails kg 0.07 300.00 21.00
Band iron kg 0.12 30 3.60
Ǿ 6mm plain bar kg 0.03 0.00 0.00
mould oil lit 0.022 20 0.44
5x7 cm zigba purlin ml 1.15 90 103.50
Nails kg 0.04 300 12.00

Total (1:-01) 1572.29 Total ( 1:02 ) 628.75 Total (1:03) 1.25

2
A= Materials Unit Cost 1572.29 Birr/m B= Manpower Unit Cost 100.6 C= Equipment Unit Cost 0.2
1572.29 100.6

Direct Cost of Work Item = A+B+C = 1673.09 Birr/m2

Over head cost : 15% 250.96 Birr/m2
Profit Cost: 15% 250.96 Birr/m2
Total Unit Cost : 2175.02 Birr/m2
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: ELECTRICAL INSTALLATION LABOUR HOURLY OUTPUT: 3 Pt/hr
WORK ITEM: (14.3 ) light point EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 Pt RESULT: 1056.95 Birr/Pt

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

**
Indexed
Labour by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Cost per Unit Grade No. UF Cost Hourly Cost Equipment No. Rental Cost
Light fiting No. 1 500 500 Foreman 1 0.45 187.5 84.38 0
diam.13mm conduit m 2.4 8 19.2 EL 1 1 187.5 187.5 0
of 2x2.5mm2 m 4.7 35 164.5 D/L 1 1 62.5 62.5 0
connectors No. 1 0.4 0.4 0
junction box No. 1 50 50 0
0 0
0 0 0
Total (1:-01) 734.10 Total ( 1:02 ) 334.38 Total (1:03) 0.00

A= Materials Unit Cost 734.10 Birr/Pt B= Manpower Unit Cost 111.46 Birr/Pt C=Equipment Unit Cost 0 Birr/Pt
734.10 111.46
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 845.56 Birr/Pt
Over head cost : 10% 84.56 "
Profit Cost: 15% 126.83 "
Total Unit Cost : 1056.95 Birr/Pt
Remark :
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ELECTRICAL INSTALLATION LABOUR HOURLY OUTPUT: 3 Pt/hr
WORK ITEM: (14.3 ) Sockect point 16Amp. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 Pt RESULT: 791.32 Birr/Pt

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

**
Indexed
Labour by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Cost per Unit Grade No. UF Cost Hourly Cost Equipment No. Rental Cost
Sockect point 16Amp. No. 1 350 350 Foreman 1 0.45 187.5 84.38 0
diam.13mm conduit m 2.4 8 19.2 EL 1 1 0 0 0
of 2x2.5mm2 m 4.7 35 164.5 D/L 1 1 62.5 62.5 0
connectors No. 1 0.4 0.4 0
junction box No. 1 50 50 0
0 0
0 0 0
Total (1:-01) 584.10 Total ( 1:02 ) 146.88 Total (1:03) 0.00

A= Materials Unit Cost 584.10 Birr/Pt B= Manpower Unit Cost 48.96 Birr/Pt C=Equipment Unit Cost 0 Birr/Pt
584.10 48.96
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 633.06 Birr/Pt
Over head cost : 10% 63.31 "
Profit Cost: 15% 94.96 "
Total Unit Cost : 791.32 Birr/Pt
Remark :
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ELECTRICAL INSTALLATION LABOUR HOURLY OUTPUT: 3 Pt/hr
WORK ITEM: (14.3 ) switch EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 Pt RESULT: 791.32 Birr/Pt

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

**
Indexed
Labour by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Cost per Unit Grade No. UF Cost Hourly Cost Equipment No. Rental Cost
switch No. 1 350 350 Foreman 1 0.45 187.5 84.38 0
diam.13mm conduit m 2.4 8 19.2 EL 1 1 0 0 0
of 2x2.5mm2 m 4.7 35 164.5 D/L 1 1 62.5 62.5 0
connectors No. 1 0.4 0.4 0
junction box No. 1 50 50 0
0 0
0 0 0
Total (1:-01) 584.10 Total ( 1:02 ) 146.88 Total (1:03) 0.00

A= Materials Unit Cost 584.10 Birr/Pt B= Manpower Unit Cost 48.96 Birr/Pt C=Equipment Unit Cost 0 Birr/Pt
584.10 48.96
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 633.06 Birr/Pt
Over head cost : 10% 63.31 "
Profit Cost: 15% 94.96 "
Total Unit Cost : 791.32 Birr/Pt
Remark :
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: EXCAVATION AND EARTH WORK. LABOUR HOURLY OUTPUT: 1.25 m3/hr.
WORK ITEM: ( 1.5) Trench excavation not exceeding 150cm. in loose and dry soil. EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m3 RESULT: 1627.50 Birr/m3

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

**
Indexed
Labour by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Cost per Unit Grade No. UF Cost Hourly Cost Equipment No. Rental Cost
0 DL 7 1 125.00 875 Tools 1 1.25 1.25
0 G.Chief 5 1 150.00 750 1 1.25 1.25
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
Total (1:-01) 0 Total (1:02) 1625 Total (1:03) 2.5

3
A= Materials Unit Cost 0 Birr/m B= Manpower Unit Cost 1300 Birr/m3 C= Equipment Unit Cost 2.00 Birr/m3
1300 2.00
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: ______________
Direct Cost of Work Item = A+B+C = 1302.00 Birr/m3
Over head cost : 10% 130.20 "
Profit Cost: 15% 195.30 "
Total Unit Cost : 1627.50 Birr/m3
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR 1432.20
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT : REINFORCEMENT BARS LABOUR HOURLY OUTPUT: 12.5 kg./hr
WORK ITEM: ( 4.2 ) dia. 10 - dia. 16 mm. deformed bars EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: _ 1 kg RESULT: 231.25 Birr/kg.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

**
Indexed
Labour by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Cost per Unit Grade No. UF Cost Hourly Cost Equipment No. Rental Cost
0 10- 0 16 mm deformed barskg 1.05 150.00 157.5 foreman 1 1 125.00 125.00 0
1.5 mm black Annealed wirekg 0.0125 200.00 2.5 bar bender 1 1 125.00 125.00 0
0 D/L 1 1 62.50 62.50 0
0 0.00 0
0 0.00 0
0 0.00 0
0 0.00 0
0 0.00 0
0 0.00 0
0 0.00 0
Total (1:-01) 160 Total (1:02) 312.5 Total (1:03) 0

A= Materials Unit Cost 160 Birr/kg. B= Manpower Unit Cost 25.00 Birr/kg. C= Equipment Unit Cost 0 Birr/kg.
160 25.00 0
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ 11.25/12.5=0.90 Hourly output: ___________
Direct Cost of Work Item = A+B+C = _ 185.00 Birr/kg.
Over head cost : 10% 18.500 "
Profit Cost: 15% 27.750 "
Total Unit Cost : 231.250 Birr/kg.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 0.5725 m3 / hr.
WORK ITEM: ( 3.5 ) C-25 Concrete (Mechanical Mix) 1:2:3 EQUIPEMENT: Mixer & Vibrator
TOTAL QUANTITY OF WORK ITEM: 1 m3 RESULT: 15489.63 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

**
Indexed
Labour by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Cost per Unit Trade No. UF Cost Hourly Cost Equipment No. Rental Cost
Cement Qnt. 3.97 1800.00 7,146.00 Foreman 1 1 125.00 125 Mixer 1 500 500
Sand m3 0.55 928.00 510.4 Mason II 2 1 125.00 250 Vibrator 1 190 190
Gravel (02) m3 0.79 1900.00 1501 D/L 12 1 62.50 750 0
Water m3 0.8 80.00 64.000 0 0
0 0 0
0 0 0
0 0 0
Total (1:-01) 9221.4 Total (1:02) 1125.00 Total (1:03) 690

A= Materials Unit Cost 9221.40 Birr/m3 B=Manpower Unit Cost 1965.07 Br./m3 C= Equipment Unit Cost : 1205.24 Br./m3
9221.40 1965.07 1205.24
Total of (1:02) 43.75 Total of (1:03) 46.85
Hourly Output 0.75 Hourly output: 0.75
Direct Cost of work item = A+B+C = 12391.71 Birr/m3
Overhead Cost: 10% 1239.17 "
Profit Cost: 15% 1858.76 "
Total Unit Cost : 15489.63 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR 13,630.88
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FORM WORK LABOUR HOURLY OUTPUT: 1 M2/hr
WORK ITEM: (5.4) For slab EQUIPEMENT:
TOTAL QUANTITY OF WORK ITEM : 1 m2 RESULT 0.68 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

**
Labour by Indexed Type of Hourly Hourly
Type of Material Unit Qty * Rate Cost per Unit Grade No. UF Hourly Hourly Cost Equipment No. Rental Cost
2.5cm thick timber M2 1.05 780.00 819 Foreman 1 0.167 125.00 20.88 0
50 x 70 cm battens M 0.84 70.00 58.8 Carpenter 1 1 125.00 125.00 0
50 x 70 cm battens M 0.1 70.00 7 Helper 1 1 100.00 100.00 0
Strut 0 60 mm M 0.1 20.00 2 D/L 2 1 62.50 125.00 0
Ǿ10 cm eucalyptus ml 1.15 60.00 69
Ǿ12 cm eucalyptus ml 1.15 70.00 80.5
Nails kg 0.07 300 21 0.00 0

Total (1:-01) 1057.30 Total (1:02) 370.88 Total (1:03) 0.00

A= Materials Unit Cost 1057.30 Birr/m2 B= Manpower Unit Cost 370.88 Birr/m2 C=Equipment Unit Cost 0 Birr/m2
1057.3 370.88 0

Total of (1:02) Total of (1:03)

Hourly Output: Hourly output: _________________
Direct Cost of Work Item = A+B+C = 709.63 Birr/m2
Over Over
head cost
head: cost : 10% 70.96 Birr/m2
Profit Profit
cost : Cost: 15% 106.44 Birr/m2
Total unit
Totalcost
Unit
: Cost : 887.03 Birr/m2
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: SANITARY INSTALLATION LABOUR HOURLY OUTPUT: _______________________
5 no/hr
WORK ITEM: ( 13.32 ) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: _____________________
1 no RESULT: 41269.06 Birr/ml.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

**
Indexed
Labour by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Cost per Unit Grade No. UF Cost Hourly Cost Equipment No. Rental Cost
100 mm PVC pipe ml 12 758.00 9,096.00 Foreman 1 0.167 125 20.875 -
Elbow 50 mm dia. pcs 4 361.00 1,444.00 Plumber 1 1 125 125 -
Tees 75 mm dia. " 6 150.00 900.00 Helper 10 1 62.5 625 -
Reducer 110 - 50 mm dia. " 1 100.00 100.00 Chisler 1 1 100 100 -
Shower tree " 1 6,500.00 6,500.00 D/L 2 1 62.5 125 -
accessories pcs 1 1,500.00 1,500.00 0 -
Turkish type WC " 1 5,500.00 5,500.00 0 -
accessories pcs 1 2,000.00 2,000.00 0 -
10000 liter cap. Water
tank ( Fiber ) " 1 0.00 0 -
Rod dia 5mm " 1 - 0 -
- 0 -
- 0 -
- 0 -
- 0 -
- 0 0.00
Total (1:-01) 27,040.00 Total (1:02) 995.88 Total (1:03)

A= Materials Unit Cost _______________________

27040.00 B= Manpower Unit Cost ________________ 5975.25 C= Equipment Unit Cost ____________ 0.00
27,040.00 5,975.25 0.00
Total of (1:02) Total of (1:03)
Hourly output: ________________
Direct Cost of Work Item = A+B+C = 33015.25
Over head cost : 10% 3,301.53
Profit Cost: 15% 4952.2875
Total Unit Cost : 41,269.06 Birr/ml
Remark : Taken Average Of Item No. ( 13.31 ) And ( 13.33 )
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: G32 wall work LABOUR HOURLY OUTPUT: 6.25 m2/hr
WORK ITEM: ( 7.1 ) G32 wall work EQUIPEMENT:
RESULT: 1260.66 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

**
Labour by Indexed Type of Hourly Hourly
Type of Material Unit Qty * Rate Cost per Unit Grade No. UF Hourly Hourly Cost Equipment No. Rental Cost
G32 m2 1.05 450.00 472.5 Fore Man 1 0.5 187.50 93.75 tools 1 1.25 1.25
Roofing Nails kg. 0.1 300.00 30 Carpenter1 1 2 150.00 300.00
Ǿ10 cm eucalyptus ml 4 60.00 240.00 Helper 1 1 100.00 100.00
Ǿ12 cm eucalyptus ml 1.5 70.00 105.00 DL 1 2.00 62.50 125.00
Nails kg 0.07 300.00 21.00 Painter 1 0.10 100.00 10.00
mould oil lit 0.022 20 0.44

Total (1:-01) 868.94 Total ( 1:02 ) 628.75 Total (1:03) 1.25

2
A= Materials Unit Cost 868.94 Birr/m B= Manpower Unit Cost 100.6 C= Equipment Unit Cost 0.2
868.94 100.6

Direct Cost of Work Item = A+B+C = 969.74 Birr/m2

Over head cost : 15% 145.46 Birr/m2
Profit Cost: 15% 145.46 Birr/m2
Total Unit Cost : 1260.66 Birr/m2