MACHINERY & EQUIPMENT SCHEDUL

Project :- Municipal rental house in melke shalo kebele

Client :- Batu Municipality
Contractor :- Adem, Bisrat and their Friends BC
Contract Package N0 :- Batu / Mun/w - 16/ 2017
Time Taken :- Two Month (60 working days)
MONTH-1
Available how to get the
ITEM Machinery & Equipment Type quantity equipement WK1 WK2 WK3
1 All simple hand tools required for
setting out and cunstruction all
2 Dump Truck 1 rental
3 Loader 1 rental
4 Grader 1 rental
5 Vibrator with oze 1 rental
6 Pick-up 1 rental
7 Concrete Mixer 1 rental
8 Water tanker 1 owned
9 Shower truck 1 rental
10 Hand Compactor 1 rental
11 Hand drill machine 1 Owned
12 Welding machine 1 rental
13 Box measurement 4 Owned
14 leveling 1 rental
SCHEDULE

ONTH-1 MONTH-2
WK4 WK1 WK2 WK3 WK4
 Man power schedule
Project :- Municipal rental house in melke shalo kebele
Client :- Batu municipality
Contractor :- Adem, Bisrat and their friends B.C
Project Location:-Batu town
Time Taken :- Two Months
Permanent Month 1 Month 2
Item
Man Powers or N0 type of education
N0
Temporary Week 1 Week 2 Week 3 Week 4 Week 1 Week 2 Week 3 Week 4

1 PROJECT Manager Permanent

1 civil eng. 1 1 1 1 1 1 1 1

2 site Engineer Permanent

1 civil eng. 1 1 1 1 1 1 1 1
construction civil eng. & const.
3 Permanent
Forman 2 forman 2 2 2 2 2 2 2 2

4 chief Surveyor Permanent

1 surveyor 1 1 1 1 1 1 1 1

5 accountant Permanent
1 accountant 1 1 1 1 1 1 1 1

6 gang leader Temporary

1 non skill 1 1 1 1 1 1 1 1

7 STORE KEEPER Temporary

1 accountant 1 1 1 1 1 1 1 1

8 Temporary
machine operator 3 operator work 3 2 2 2 2 2 2 1

9 MASON Temporary masonary and concerete

6 worker 1 8 6 6 6 6 6 6

10 Electrician Temporary
1 electrical eng. 2

11 CARPENTER Temporary carpentary and joinery

1 worker 2 2 6

12 BAR BENDER Temporary

1 barbending 2 2

13 Temporary
24 non skill 16 24 24 24 24 24 24 6
DAILY LABOR
14 Temporary
1 masonary worker 1 1 1 1 1 1 1 1

15 Temporary
Gourd 1 non skill 1 1 1 1 1 1 1 1

16 Temporary construction level

plaster 1 II(mason) 8

17 Temporary
welder 1 welding worker 4

18 Temporary
painter 1 painter 8

19 Temporary
plumber 2 sanitery eng. Level II 1 1 1

20 Temporary
glazer 2 glazing

21 Temporary
mixer operator 1 operator work 1 1 1

NB:-permanent worker……member of MSE

temporary worker………worker hired by company for this work only.

Project :- Municipal rental house in melke shalo ke
Client :- Batu Municipality
Contractor :- Adem, Bisrat and their Friends Build
Contract Package N0 :- Batu / Mun / W - 16/ 2017
Time Taken :- Two Month(60 days)
Item Description Unit Qty
Week 1
Mon Tue Wed
Site Hand Over to the Contracor
Mobilization of Construction materials & site preparation
A. Sub Structure
1 Excavation & Earth Work
1.1 Site clearing to remove top soil to an avg. depth of 20cm. m2 240.90
1.2 Bulk excavation to depth 30cm to adjust & level the ground m3 72.27

Trench excavation for stone masonry wall to a depth not less than
1.3 40cm from starting from the adjusted leveled ground. m3 68.26
Back fill around foundation wall good dry soil and compacted very
1.4 well. m3 17.06
back fill under hard core with selected & dry material and well
1.5 compact to 20cm thick. m3 210.45
cart away surplus excavated earth material and dump to a distance
1.6 300m away from the site. m3 140.41
basaltic stone hardcore with 25cm thick; well rolled, consolidated
1.7 and blanded with crushed stone. m2 52.61

2 Masonry Works

hard basaltic stone masonary wall with 40cm thick and depth of
2.1 70cm below NGL;bedded in & pointed with cement sand mortar. m3 34.13
2.2 Ditto but above NGL m3 34.13
Dressed stone steps and ramp bedded in & pointed with sand
2.3 mortar of (1:3). m3 6.21

3. Concrete Works
5cm thick C5 lean concrete with 150kg/m3 under stone masonary
3.1 wall. m2 98.28
3.2 reinforced concrete class C-25.
a) 15cm thick slab C-15, 290kg/m3 m2 210.45
 b) Grade beams m3 8.11
3.3 Provide cut & fix wooden or steel sheet form work.
a) grade beam m2 105.60
Supply, cut in measure length, bend, place in position & tie with
3.4 wire
a) dia 6mm deformed bar kg 150.00
b) dia 10mm deformed bar kg 350.00

B. Super structure
1. Concrete Work
1.1 C-20 reinforced concrete with 320kg/m3 filled in to form
work and vibrated
a) Elevation column m3 5.50
b) Top tie beam m3 8.11
c) Parapete m3
1.2 Support cut in as specified length, bend place in position
& tie withmild wire
a) dia 6mm deformed bar kg 270.00
b) dia 10mm deformed bar kg 537.28
1.3 Provide cut & fix wooden or steel sheet form work.
a) Elevation column m2 68.00
b) Top tie beam m2 105.60
c) Parapete m2

2. HCB Works
20cm thick HCB wall bedded in compo mortar & pointed
2.1 externally; internal side is left for plastring m2 511.92

ditto but paraphit 15cm thick c shaped HCB wall bedded in compo
2.2 mortar & pointed externally; internal side left for plastering m2 41.65

3.Roofing

G-30 galvanized CIS roof covering nailed to 5*7 cm zigba pirline.

Price include G-30 flat metal sheet for roof ridge & domed ead nail. m2 266.00

supply and fix 110mm dia PVC down pipe secured to internal
column with metal straps price include metal straps. ml 54.00
G-28 pre paint galvanized flat metal sheet gutter. ml 36.00

4. Carpentery & Joinery Works

 supply & assemble and mount dia 120-100mm euclyptus wooden
truss that should be well seasoned, straight and free of any defects
& each truss member should be included firmly with band iron &
4.1 the truss fixed to top tie beam with dia 6mm plain bar.
a) dia 12mm euclyptus lower & upper member ml 800.00
b) dia 10mm euclyptus bracing member ( vertical & diagonal) ml 950.00
c) 5*7 cm zigba wooden purline ml 500.00
4.2 Ceiling Finish
a) chipwood ceiling of 8mm thick divided in to 60*40 panels with
1cm recess b/n joints fixed to 4*5cm zigba wood. m2 210.45
b) Facia board ml 64.00
5. Metal Works
5.1 metal door manufactured from 38*1.2 LTZ fram profile, 0.8mm
thick ribbed sheet and 4mm thick clar glass at the top.

a) Door size 120*340 cm ribbed sheet metal m2 16.32

b) door size 75*340 cm ribbed sheet metal m2 10.20
a) window 120*240 cm m2 34.56

6. Finishing work
Apply two coats of mortar plastering to all internal walls, gables,
6.1 external columns & beams. Mix 1:3. m2 514.02
6.2 ditto but for external walls m2 224.40
6.3 Apply final coat 1mm thick gypsum chack for internal wall m2 514.02
Apply Final ff with thickness of 3mm cement screed with mith ratio
6.4 of 1:3 m2 210.45
Toilet wall ceramic m2 12.04
6.5 ceramic skerting ml
6.6 trades ml
6.7 risers ml
6.8 window sill ml
6.9 100cm width dressed stone pavement around the building. m2
6.1 lay concrete open channel drain around building. Size 30cm ml 36.00

7.painting
Apply three coats of plastic paint to all internal plastered surface
7.1 of the wall. m2 514.02
Apply third coats of quartz paint to external plastered wall,
7.2 beamcolumn surface. m2 224.40
7.3 ditto but for chipwood ceiling painting. m2 210.45

8. glazing
windows and doors manufacctured from 38*1mm LTZ frame
8.1 profile and 4mm thick clear glass. m2 30.50
 9. Electrical Installation
9.1 supply and install sub contro ( MDB-0) no. 1.00
1pc main ACB of 0A, 3-phase no.

light point fedthrough PVC insulated copper conductor of 3*2.5mm

conduit of 16mm installed under wall surface including junction
9.2 boxes with cover screw type connectors. no. 58.00
9.3 flush mounted double switch on/off no. 24.00
9.4 flush mounted socket out let of 16A.1ph no. 18.00
Light Fitting
a) TMX 200L/ 1.36C.F>Lamp equivalent with 1*40 F.Lamp no. 16.00
10. Sanitary and Drainage

Supply, install and test portable water supply PP-R type pipe or
equivalent.price includes pipe fittings, supporting clamps, anchors,
cutting and making of chiesels on walls, floors if necessary. Testing
of lines shall be executedat a minimum pressure of 10kg/cm2 or
10.1 twice the working pressure.
a) Dia 20mm ml 6.00
b) Dia 25mm ml 6.00

Supply, fix, test european standard manufactured chrome plated

10.2 angel valve on the water supply pipe before sanitary applience.
a) dia 15mm no.
11. Waste water Drainage System

Supply, install and test UPVC(PN6) waste water drainage and vent
pipe with a minimum slope 1.5% towards the outlet. Unit price
shall include all necessary assistance civil works, such as excavation
cat away, fixing or hanging to walls, beams or slabs etc., necessary
fitting such as bends, Ys, Ts, sockets, gaskets etc.
11.1 Dia 50mm ml 20.00
Dia 75mm ml 20.00
Dia 110mm ml 20.00
Supply and fix Turkish toilet paper with metal roller 50*55cm
complete with fastening screws. no. 4.00
supply and fix shower treymade of floor ceramic 40*40*1,
complete with all necessary accessories, size 700*700mm no. 4.00
Septic Tank
item Description unit QTY
A. Sub structure

1 Excavation & Earth Work

1.1 Site clearing to remove top soil to an average depth of 20cm. m2 22.00
 pit excavation in ordinary soil up to300cm depth starting from
1.2 m3 104.33
leveled ground.
Back fill under hard core with selected & dry material and well
1.3 m3 58.24
compact to 20cm thick.
Cart away surplus excavated earth material and dump to a
1.4 m3 108.73
distance 1km away from the site.
Basaltic or equivalent stone hard core with 25cm thick; well rolled,
1.5 m3 13.60
consolidated and blanded with crushed stone.
3 Concrete Works
5cm thick C - 5 lean concrete with 150kg/m3 under stone masonry
3.1 m2 23.20
wall.
Reinforced concrete class C-20 with minimum cement content of
3.3 320kg./m3 filled and vibrated into formwork (formworkand
reinforcement bar measured separately)
a) 15 cm thick RC bottom slab m2 2.72
b)Grade beam at the top retaining wall m3 1.44

c) RC column m3 4.30
d) 10cm RC top coverslab m3 3.02
Provide cut & fix in position wooden or steel sheet metal form
3.4
work for the casting in
a) top RC coverslab m2 14.58
b) grade beam
Supply, cut in measured length, bend, place in position & tie with
3.5
mild wires according to
a) Dia 6 plain bar kg 35.20
b) Dia 10 deofmed bar kg 89.47
c) Dia 14 deofmed bar kg 316.00
2 Masonry Works
60cm max thichness Hard basaltic or equivalent stone masonry
2.1 retaining wall jointed and bedded with mortar1:3 below NGL; m3 48.00
price includes internal plasteringr.

2.2 Ditton but 40cm high above NGL. m3 6.14

 Work-Schedule
e shalo kebele

nds Building Construction

16/ 2017

Month 1
Week 1 Week 2 Week 3 Week 4 Week 5
Thu Fri Sat Mon Tue Wed Thu Fri Sat Mon Tue Wed Thu Fri Sat Mon Tue Wed Thu Fri Sat Mon Tue
 Month 2
Week 5 Week 6 Week 7 Week 8
Wed Thu Fri Sat Mon Tue Wed Thu Fri Sat Mon Tue Wed Thu Fri Sat Mon Tue Wed Thu Fri Sat
 PROJECT FINANCI
Project :- Municipal rental house in melke shalo ke
Client :- Batu Municipality
Contractor :- Adem, Bisrat and their Friends Build
Contract Package N0 :- Batu / Mun / W - 16/ 2017
Time Taken :- Two Month(60 days)
Item
N0 Category
1 REVENUE(Service income)
1.1 Advance payment
1.2 First Interim payiment
1.3 Second interim payiment
1.4 final payiment
2EXPENDITURE(PROJECT COST)
2.1 Mobilization cost
2.2 Local materials(construction) purchase
2.3 equipement cost
2.4 Machinery cost (rental cost)
2.5 industrial materials(construction) purchase
2.6 Wage and salary payment
2.7 Running cost
2.8 Miscellaneous expense
2.9 Demolition cost
2.1 15% vat
2.10 Profit
ECT FINANCING PLAN(SCHEDUL
use in melke shalo kebele

d their Friends Building Construction

Mun / W - 16/ 2017
days)
Share from Month 1
project cost Week 1 Week 2 Week 3

20.00%
35.00%
30.00%
15.00%
OST)
0.50%
4.00%
1.00%
3.00%
52.50%
7.00%
3.00%
1.00%
1.00%
15%
15%

100.00%
CHEDULE)

Month 2
Week 4 Week 1Week 2 Week 3 Week 4
 Material schedule
Project :- Municipal rental house in melke shalo kebele
Client :- Batu Municipality
Contractor :- Adem, Bisrat and their Friends BC
Contract Package N0 :- Batu / Mun/w - 16/ 2017
Time Taken :- Two Month (60 working days)
MONTH-1 MONTH-2
Duration Of Material Needed
WEEK 1 WEEK 2 WEEK 3 WEEK 4 WEEK 1 WEEK 2 WEEK 3 WEEK 4
Total
S.No Material Description Unit
Qty
1 Stone m3 122
2 Sellected Material m3 286
3 Cement Qtl 1,126
4 Sand m3 269
5 Aggregate 02 m3 132
6 Water m3 340
7 Equalip.
8 Ф 10-8 Ml 920
9 Ф 12-10 Ml 1,093
10 Purlin 5X7cm wooden zigb Ml 575
11 Rebar Ф 6 Kg 455
12 Rebar Ф 10 Kg 977
13 Rebar Ф 14 Kg 316
14 8mm chipwood m2 242
15 purlin 4*5 cm wooden zigb ml 1,684
16 facia board ml 74
G-30 galvanized CIS roof
17 m2 279
covering
G-28galvanized flat
18 ml 36
metal sheet gutter.
19 G-30 iron sheet roofing m2 168
20 Nail kg 117
21 Clear Glass m2 32
22 Doors & Windows
23 a) L tubular section ml 247
24 b) Z ml 283
25 c) ribbed sheet metal m2 64
26 d) hinges Pcs 183
27 e) screw for hinges pkt 6
28 f) electrode 3.2mm pkt 1
29 g) anchor ( iron mongery) Pcs 244
30 h) anti rust Gal 2
31 i) Tinner lit 45
32 j) cylinderical lock Pcs 61
33 Quartz paint m2 224
34 a) emulsion plastic Paint Gal 65
35 b) stucco kg 36
36 c) animal glue kg 9
37 Gypsum qtl 32
38 20cm HCB Pcs 6,399
39 15cm HCB Pcs 521
40 110mm PVC down pipe Ml 62
41 PP-R type pipe dia 20 mm ml 7
42 PP-R type pipe dia 25 mm ml 7
43 UPVC dia 50 ml 23
44 UPVC dia 75 ml 23
45 UPVC dia 110 ml 23
46 shower trey Pcs 4.00
47 turksh toilet paper Pcs 4.00
48 TMX 200L/1.36C.F.Lamp No 16
flush mounted double
49 24
switch on/off Pcs
 flush mounted socket out
50 18
let of 16A.1ph Pcs
51 MDB Pcs 1
 Financial
Project :- Cobblestone roadSchedule (KARORAA
Construction in old openBASII FI( GALII)
Market Around Fruit market
shed)
Client :- Batu Municipality
Contractor :-Tsigereda, Yonas & their friends RC
Contract package no: Batu/ mun/w-01/2017
Project Location:-Batu town
Time Taken :- two Month
Karoora Facaatii Baasii fi Galii Hojii Koblstoon
(Summery of Schedule of Cash inflow and Cash outflow)
2nd month’s 1st 2nd month’s 2nd
Particular 1st month’s Two week Two week 3rd month
Cash inflow
Payment Advance 1st payment 2nd payment Final Pyment
Total cash inflow ( 7,176,225.34 birr with vat) 1,435,245.07 2,511,678.87 2,152,867.60 1,076,433.80
With holding2% + Retaintion 5% 100,467.15 175,817.52 150,700.73 75,350.37
Net Cash flow In 1,334,777.91 2,335,861.35 2,002,166.87 1,001,083.43
1 concerete work material 180,000.00 250,000.00 120,000.00 -
2 selected material 85,000.00 110,000.00 120,000.00 -
3 reinforcement 130,000.00 180,000.00 -
4 masonary work material 45,000.00 160,000.00 120,000.00 -
5 block work material - 350,000.00 120,000.00 -
Cash out flow
6 materia for finishing work - 110,000.00 132,000.00 -
Material cost
7 sanitary work material - 120,000.00 220,000.00 -
8 carpentry & joinery works
9 metal work material
10 roofing work material
11 glazing work material
12 electrical work material - 250,000.00 -

Total material cash out flow 440,000.00 1,280,000.00 1,082,000.00 -

Permenant 1 Bona Gebre 11,000.00 11,000.00 11,000.00 -
2 Adem Bedaso 11,000.00 11,000.00 11,000.00 -
3 Bisrat Teshome 11,000.00 11,000.00 11,000.00 -
4 Biftu Dadi 11,000.00 11,000.00 11,000.00 -
5 Besufikad Nigusse 11,000.00 11,000.00 11,000.00 -
6 Bonsa Tesfaye 11,000.00 11,000.00 11,000.00 -

Total Permanent man power cash out flow 66,000.00 66,000.00 66,000.00 -
Temporar 1 Electrician - 90,000.00 90,000.00 -
2 Manson & plasterer 45,000.00 46,300.00 45,000.00 -
3 Time keeper 3,200.00 3,200.00 3,200.00 -
4 Store keeper 3,500.00 3,500.00 3,500.00 -
Cash out flow Man power 5 guard 2,800.00 2,800.00 2,800.00
6 Welder
7 Carpentry worker
8 plumber
9 painter
10 bar bender
11 glazer
12 Daily Labour 60,000.00 45,000.00 45,000.00 -
Total Temporar man power cash out 114,500.00 190,800.00 189,500.00 -
flow
180,500.00 256,800.00 255,500.00 -
Total Cash Out flow of man power
1 Surveying Equipement 12,000.00 12,000.00 12,000.00 -
2 Roller 16ton - - -
3 Greader 15,000.00 -
4 Loader 10,000.00 -
Rental 5 Dump Truck 30,000.00 30,000.00 30,000.00 -
Cash out flow Machinery 6 water (shower)Truck 20,000.00 20,000.00 20,000.00 -
7 concrete Mixer 8,600.00 8,600.00 8,600.00 -
8 vibrator 6,000.00 6,000.00 6,000.00 -
9 Pick up 35,000.00 35,000.00 35,000.00 -
10 Water Tanker 12,000.00 12,000.00 12,000.00 -
Owned
11 measurment box 2,200.00 2,200.00 2,200.00 -

150,800.00 125,800.00 125,800.00 -

Total machinery Cash out flow
Transportation cost 30,000.00 55,000.00 35,000.00 -
Others cost 11,900.00 35,000.00 7,000.00 -
Total cash out flow 813,200.00 1,752,600.00 1,505,300.00 -
Cash at the end of the month (profit) - - - 1,076,433.80
As we tabulated above at the end of the project our company have planned to get a profit of 799,375.87( Seven hundred Ninety nine thousand Three
hundred Seventy Five birr and 87/100 cents ) with VAT.