PROJECT: - FEUL DEPOT

LOCATION :- AMHARA REGION NORTH

SHEWA ZONE, BULGA TOWN

OWNER :-PETROSKY TRADING PLC

BILL OF QUANTITY

MAY 2025

1
 PROJECT:- FEUL DEPO
LOCATION :- AMHARA REGION AMHARA REGION NORTH
SHEWA ZONE, BULGA TOWN
OWNER :-PETROSKY TRADING PLC.
REINFORCEMENT BAR REQUEMENT SUMMARY
S.N DESCRIPTION UNIT QUANTITY Page
A PROJECT:- FUEL DEPO TANKERS KG 5,305,507.24 42

B GUARD HOUSE KG 989,240.98 46

-
C CAFFITERIA BLOCK KG 1,145,788.15 48
-
D STORE BLOCK 1 KG 1,927,164.25 50
-
E POWER HOUSE BLOCK KG 353751.85 51
-
F FENCE KG 1844307.50 52
-
G STORE BLOCK 2 KG 1,927,164.25 53
-
G TOILET KG 1,507,076.73 54
-
TOTAL WEIGHT KG 15,000,000.93

1
 PROJECT:- FEUL DEPO
LOCATION :- AMHARA REGION AMHARA REGION NORTH SHEWA ZONE,
BULGA TOWN
OWNER :-PETROSKY TRADING PLC.
EGA SHET REQUEMENT SUMMARY
S.N DESCRIPTION UNIT QUANTITY Page
A PROJECT:- FUEL DEPO TANKERS
2. ELEVATION WALL
2 Egga sheet wallfixed on to horizontal RHS purlin. m2 16,200.18 5
3. ROOFING -
Supply and EGA 500 roofing including 60*40*2.5mm steel purlin roof ridge
cover and truss members made of RHS placed at c/c 600cm. Price shall
includes washers roof ridge cover and all the necessary works and material to
full fill the
3 job payment should be horizontallty projection. m2 100,286.82
B GUARD HOUSE - 10
3. ROOFING -
Supply and Fix ALEMGENET/Equivalent EGA Sheet 500 color coated Roof
Cover Fixed With J-bolt on RHS Purlins price Includes J-bolt(Roof Cover
Measured in Horizontal
3.1 Projection & Purline measured separately) m2 13,576.77
- 16
C CAFFITERIA BLOCK -
3. ROOFING -
Supply and Fix ALEMGENET/Equivalent EGA Sheet 500 color coated Roof
Cover Fixed With J-bolt on RHS Purlins price Includes J-bolt(Roof Cover
Measured in Horizontal
3.1 Projection & Purline measured separately) m2 6,062.24
- 22
D STORE BLOCK 1 -
3. ROOFING -

Supply and Fix ALEMGENET/Equivalent EGA Sheet 500 color coated

Elevation Wall Cover Fixed With J-bolt on RHS Purlins price Includes J-bolt &
0 Purline measured separately) m2 2,777.17
Supply and Fix ALEMGENET/Equivalent EGA Sheet 500 color coated Roof
Cover Fixed With J-bolt on RHS Purlins price Includes J-bolt(Roof Cover
Measured in Horizontal
3.1 Projection & Purline measured separately) m2 66,309.65
E POWER HOUSE BLOCK - 27
3. ROOFING -
Supply and Fix ALEMGENET/Equivalent EGA Sheet 500 color coated Roof
Cover Fixed With J-bolt on RHS Purlins price Includes J-bolt(Roof Cover
Measured in Horizontal
3.10 Projection & Purline measured separately) m2 916.02
F FENCE - 32
2. WALL WORK -
Supply and Construct HEIGHT 2.5M AND 0.4mm thickness EGA SHEET
2.1 FIXING ON RHS GRILL FOR THE FENCE m2 181,269.00
Temporary Fence Work During Construction

Supply and Construct HEIGHT 2.5M AND 0.4mm thickness EGA 500 SHEET
FIXING ON RHS GRILL FOR THE FENCE m2 1,714,234.50
G STORE BLOCK 2 - 37
3. ROOFING and WATER PROOFING -
Supply and Fix ALEMGENET/Equivalent EGA Sheet 500 color coated Roof
Cover Fixed With J-bolt on RHS Purlins price Includes J-bolt(Roof Cover
Measured in Horizontal
3.1 Projection & Purline measured separately) m2 2,671,900.08
G TOILET -
3. ROOFING and WATER PROOFING -
6.1 EGGA 500 corrugated steel sheet roofing, tied to 5x7 cm zigba purlins at c/c 90 cm and 10-
12 cm eucalypturs trusses. Each shall be firmly fixed with Ø6 mm plain bar to concrete tie
beam and column. All done according to roof truss drawing. Unit price includes G-28 flat
metal roof ridge cover and three coats of wood presevative paint to all truss members and roof
purlins. Horizontal projection of roof area shall be taken for measurement.

ml 28,753.97 38
-
SUM m2 4,802,286.39
-
TOTAL WEIGHT KG 15,079,179.27

2
 PROJECT:- FUEL DEPO TANKERS
LOCATION :- AMHARA REGION AMHARA REGION
NORTH SHEWA ZONE, BULGA TOWN
CONSULTANT:-Sarzna Engineering Consultancy p.l.c
OWNER :-PETROSKY TRADING PLC.
SUMMARY FOR PAKAGING
FACTORYPAKAGING FACTORY
A SUB STRUCTURE
1 EXCAVATION & EARTHWORK 1,432,997.50
2 MASONRY 1,695,600.00
3 CONCRETE WORK 39,102,599.98
SUB TOTAL A 42,231,197.48
B SUPER STRUCTURE
1 STRUCTURAL STEEL WORK 801,201.60
2 ELEVATION WALL 11,319,000.00
3 ROOFING 81,389,000.00
4 METAL WORK 96,500.00
5 FINISHING 187,264.00
6 6. ELECTRICAL WORKS 408,724.75

SUB TOTAL B 94,201,690.35

TOTAL A+B 136,432,887.82

3
 PROJECT:- FUEL DEPO TANKERS
LOCATION :- AMHARA REGION AMHARA REGION AMHARA REGION NORTH SHEWA,
DEBREBIRHAN CITY
CONSULTANT:-Sarzna Engineering Consultancy p.l.
OWNER :-PETROSKY TRADING PLC.
ITEM DESCRIPTION UNIT Qty. RATE AMOUNT
A SUB STRUCTURE
1. Excavation & Earthwork
1.1 Clear the site to remove the top soil to a depth of
20cm. m2 7536.00 30.00 226,080.00
1.2 Excavate for foundation trench in ordinary soil to
a depth of 150 cm. starting from reduced ground
level. m3 376.80 100.00 37,680.00
1.3 Excavate for isolated footing in ordinary soil to a

depth not exceeding 3000cm. But over 150cm m3 46.08 100.00 4,608.00
1.4 Back fill around trench foundation, footing and
under hard core with selected soil from out side
well compacted in layer not exceeding 20cm. m3 201.35 170.00 34,229.50
1.50 25cm. thick basaltic stone or equivalent hard-core
well rolled, consolidated and blinded with hand
crushed stone. m2 7536.00 150.00 1,130,400.00
SUM 1,432,997.50
2. MASONRY
2.1 50cm. thick trachytic or equivalent stone masonry
foundation wall below N.G.L. bedded and joined
in cement mortar (1:3). m3 376.80 2000.00 753,600.00
3
2.2 Above N.G LEVEL. m 376.80 2500.00 942,000.00
SUM 1,695,600.00
3. CONCRETE WORK
5 cm lean concrete in C-5 with minimum cement
content of 150Kg./m3,under.
3.1 footings. m2 15.36 250.00 3,840.00
2
3.2 Under masonry wall m 376.80 250.00 94,200.00
Reinforced concrete in C-25 with minimum

cement content of 360Kg./m3,, filled and vibrated

into formwork and vibrated around reinforcement

bar. Formwork and reinforcement bar measured

separately.
3.3 In footings. m3 92.16 3900.00 359,424.00
3
3.4 In foundation columns m 46.08 3900.00 179,712.00
3.5 In grade beames m3 94.20 3900.00 367,380.00
3.6 In 10 cm thick ground floor RC slab m2 7536.00 3900.00 29,390,400.00
Provide cut and fix in position sawn zigiba wood
or equivalent formwork.
3.7 To footings m2 25.20 400.00 10,080.00
2
3.8 To foundation columns m 25.92 400.00 10,368.00
2
3.9 To grade beams m 80.00 400.00 32,000.00
Reinforcement steel bar according to the
Structural drawing. Price shall include cutting, P age 1 of 5 4
Bending and placing in position.
ITEM DESCRIPTION UNIT Qty. RATE AMOUNT
3.10 Dia.8 deformed bar Kg 2547.99 125.00 318,498.38
3.11 Dia.12 deformed bar Kg 1969.23 125.00
CLIENT 246,153.60
:-ONE STAR TIME TRA
3.12 Dia.14 deformed bar Kg 20676.48 125.00 2,584,560.00
3.14 Dia.16 deformed bar Kg 22023.94 125.00 2,752,992.00
4.14 Dia.20 deformed bar Kg 22023.94 125.00 2,752,992.00
SUM 69,241.57 39,102,599.98

B. SUPER STRUCTURE
1. STRUCTURAL STEEL WORK
Fix steel roof truss made out of RHS and fixed in
position as shown in detail ST-drawing. Erection
work includes anchorage plates to beam/column,
welding and all associated works on Price
includes cleaning , wire brushing and finally two
coats of antirust paint

1.1 RHS purlin

60x40 x 2.5mm RHS Kg 2592.00 120.00 311,040.00
1.2 RHS truss
60x60 x 2.5mm RHS upper chord Kg 525.00 120.00 63,000.00
1.3 RHS truss
60x60 x 2.5mm RHS lower chord Kg 491.68 120.00 59,001.60
1.4 RHS truss
60x60 x 2.5mm RHS vertical and diagonal
member Kg 1086.00 120.00 130,320.00
1.5 RHS wall support
40x40 x 2mm RHS horizontal purlin to support
EGGA sheet wall Kg 1442.00 120.00 173,040.00
1.6 Connection plate for truss with column price
includes bolt & nut, welding two coats of antirust.
Size 200 x 200 x 5mm pcs 36.00 600.00 21,600.00
1.7 Connection plate for column with grade beam
.price includes bolt & nut, welding two coats of
antirust. Size 300x 300 x 5mm pcs 36.00 600.00 21,600.00
1.8 Ancharaje bolt dia 16 and 25cm length pcs 72.00 300.00 21,600.00
SUM 801,201.60
2. ELEVATION WALL
2.1 Egga sheet wallfixed on to horizontal purlin. m2 16170.00 700.00 11,319,000.00
SUM 16170.00 11,319,000.00
3. ROOFING
3.1
Supply and EGA 500 roofing including
60*40*2.5mm steel purlin roof ridge cover and
truss members made of RHS placed at c/c 600cm.
Price shall includes washers roof ridge cover and
all the necessary works and material to full fill the
job payment should be horizontallty projection. m2 100100.00 700.00 70,070,000.00
SUM 100100.00 81,389,000.00
4. METAL WORK

5
 ITEM DESCRIPTION UNIT Qty. RATE AMOUNT
All metal doors and windows shall be fabricated
from imitition and 0.8mm thick flat metal sheet
with the necessary iron mongery, accessories one
CLIENT :-ONE STAR TIME TRA
coat of anti-rust and two coats of oil paint and the
locks for doors shall be cylindrical ASSA type or
equivalent..
DOOR
4.1 size (150X250)cm PCS 3.00 7500.00 22,500.00
4.2 size (120X250)cm PCS 2.00 6000.00 12,000.00
4.3 size (80X250)cm PCS 6.00 5000.00 30,000.00
WINDOW WITH MESH
4.4 size (36X100)cm PCS 2.00 16000.00 32,000.00
SUM 96,500.00
5. FLOORING
5.1 (200 x200x 2 )mm imported plastic tiles stuck
down with approved adhesive glue on and
including 48mm thick cement sand screed 1:3.
Price shall include adhesive glue. m2 535.04 350 187,264.00
SUM 187,264.00
6. ELECTRICAL WORKS
SUPPLY AND INSTALL
6.1. DISTRIBUTION PANEL BOARDS
Flush mounted distribution panels with lockable door with
separate ground and earth bars (terminals), ample reserve
spaces, complete with all necessary connecting and fixing
accessories:
6.1.1 MDB
1 pc. 32 A, ACB, Main Switch 3 P
1 pc. 25 A, ACB , 1 P.
1 pc. 16 A, ACB , 1 P. No. 1.00 3,516.75 3,516.75
6.1.2 SDB
1 pc.32 A, SDB Switch , 3 P.
4 pcs. 16 A, ACB , 1 P.
20 pcs. 10 A, ACB , 1 P.
2 pc. 25 A, ACB , 1 P. No. 1.00 3,650.00 3,650.00
6.2 LIGHT POINTS AND SWITCHES

Light point fed through PVC insulated copper conductor

of 2x2.5 sq. mm in PVC conduit of 16 mm diameter
6.2.1 No. 72.00 720.94 51,907.68
including junction boxes with covers insulated screw cap
connectors Products of "Ethioplastic".Lamps and Switchs
Measured Separetly.
6.2.3 Extra-over Light point for flush mounted
switches
I. Single switch Ticino Product of "Italy" No. 9.00 600.00 4,680.00
II. Two-way switch Ticino Product of "Italy" No. 8.00 450.00 3,120.00
III. Intermediate switch Ticino Product of "Italy" No. 3.00 400.00 375.00
IV. Two circuit switchs Ticino Product of "Italy" No. 3.00 400.00 1,039.50
IV. Push butten Ticino Product Of ''Italy" No. 2.00 450.00 693.00
6.3 FLUSH MOUNTED SOCKET OUTLATES WITH
GROUND TERMINAL

6
ITEM DESCRIPTION UNIT Qty. RATE AMOUNT
2
Points For Electric FAN, With 2x2.5mm Cable in PVC
Conduit of 16 mm Diameter Including Junction Boxes
6.2.4 With Covers, Insulated Screw Cap Connectors and all No. 20.00
4,172.40
other Necessary Accessories Product of "italy" or 208.62
"Equivalent".
6.3 SOCKT OUTLET
32Ampere,320 Volt, 3 Phase Single Socket Outlet Fed
Through PVC Insulated Copper Conductors of 3x6 sq.
mm in PVC Conduit of 29 mm Diameter Including
6.3.1 No. 1.00 840.08 840.08
junction Boxes With Covers, Insulated screw cap
Connectors and all other Necessary accessories.product
of "italy" For Factory Machine.
16 Ampere / 1 Phase with switch and fed through PVC
6.3.2 insulated conductors of 3 x 4sq.mm in conduit 16mm No. 14.00 840.08 11,761.12
diameter, complete Product of "Italy"
20 Ampere / 1 Phase with switch and fed through PVC
6.3.3 insulated conductors of 3 x 6sq.mm in conduit 29mm No. 1.00 840.08 840.08
diameter, complete Made up of "Italy"
6.4 BELL CALL SYSTEM
Bell call push button for flush mounting fed through PVC
insulated copper conductors of 2x1 sq mm in conduit of
6.4.1 No. 2.00 296.60 593.20
13.5 mm (min.) diameter including junction boxes with
covers insulated screw cap connectors, etc.
Bell call INDICATER BILT IN buzzer, with 220/12 V-
6.4.2 No. 1.00 3,667.60 3,667.60
25 VA transformer,Product of "Italy"
6.5 TELEPHONE SYSTEM
Telephone outlet only conduit of 32 mm diameter with
pull cord inside and outlet, junction boxes as per
6.5.1 No. 2.00 300.00 600.00
ETHIOPIAN TELECOMMUNICATION
CORPORATION requirements.
6.6 LIGHTING FITTINGS AND LAMPS
Ceilling Light Fitting type RZB 56120.002 + 2A60 60W
6.6.1 GLS Lamp With 05-56150 or Equivalent Incandescent No. 2.00 1,533.36 3,066.72
Lamp With Lamp Holder.

6.6.2 Fluorescent Light Fitting Type Philips TCW 215 2X18 No. 12.00 1,938.14 23,257.68
+2x TLD 18/or equivalent fluorescent lamps
Flourescent Light Fitting Type Type philips TCS 022
6.6.7 2x36 with 1x36W TLD or equivalent fluorescent lamps No. 60.00 2,073.14 124,388.40
and Lamp Holder.

6.11 Wall Light Fitting Type Massive 36339/10/10 2xE14 No. 2.00 1,600.86 3,201.72
with 40W or equivalent incandescent lamp.
Wall Light Fitting Type RZB 23643.002 1xE27/max.
6.12 No. 10.00 358.00 3,580.00
40W/ 1x40W or equivalent incandescent lamp.
6.11 Security Lamp LEGRAND E.L. 615 13 No. 2.00 2,350.00 4,700.00
6.12 Fun First grade
Ceiling Fun With All Necessary Accessories and Control
Set 20 4,250.00 85,000.00
Switch.

6.7
POWER CABLE & CONDUT CCP, INSTALLING
6.7.2 4X10mm Cable ml 150.00 420.76 63,114.00

6.7.3 Concrete man hole with cover 50cm x 50cm x 50cm price pcs 5.00 975.20 4,876.00
includes excavation,formwork,rebar.
6.7.5 Cooper Rod Ø50mm ml 4.50 463.07 2,083.82
P age 4 of 408,724.75 7
Total carried to summary (Eth. Birr) ---- 5
 ROJECT:- GUARD HOUSE
LOCATION :- AMHARA REGION AMHARA REGION NORTH SHEWA ZONE
Zone, BULGA TOWN
CONSULTAN
OWNER :-PETROSKY TRADING PLC.

SUMMARY FOR GUEST ROOM BUILDING

A SUB STRUCTURE
1 1. EXCAVATION & EARTH WORK 474,835.95
2 2. CONCRETE WORK 3,699,336.72
3 3. MASONARY WORK 342,900.00
SUB TOTAL A 4,517,072.67
B SUPER STRUCTURE
1 1.CONCRETE WORK 3,845,042.85
2 2. BLOCK WORK 263,827.80
3 3. ROOFING 9,627,588.11
4 4. METAL WORK 2,721,134.69
5 5) FINISHING WORK 1,371,798.58
6 6) GLAZING WORK 175,595.40
7 7) PAINTING WORK 609,041.40
8 8. SITE WORK 1,280,520.00
9 9. ELECTRICAL WORKS 1,730,739.03

SUB TOTAL B 21,625,287.86

TOTAL A+B 26,142,360.53

8
 PROJECT:- GUARD HOUSE
LOCATION :- AMHARA REGION AMHARA REGION AMHARA REGION NORTH SHEWA ZONE Zone, BULGA TOWN
CONSULTANT:-Sarzna Engineering Consultancy p.l.c
OWNER :-PETROSKY TRADING PLC.
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
A. SUB- STRUCTURE
1. EXCAVATION & EARTH WORK
1.1 Clear off site to remove top soil to an average depth of 20cm . m2 180.00 24.32 4,377.60
Bulk Ecavation to Reduce The NGL to a depth of not exceeding 1500mm From avg. G.L. and 3
1.2 m 225.00 167.02 37,579.50
1000mm offset Area From Building Line.
Excavation for footing foundation/pit/ not exceeding to depth of 1500mm-3000mm starting
1.3 -
from Stripped ground level.
3
a) In Ordinary Soil m 288.00 176.85 50,932.80
b) Ditto but in Soft Rock m3 90.00 644.71 58,023.90
Excavate for foundation trenches to adepth of Betewen 150cm-300cm, starting from bulck
1.4
reduced ground level G.L.
a) In ordinary soil m3 112.50 187.90 21,138.75
b) Ditto but in soft rock m3 60.00 872.25 52,335.00
Back Fill Around Foundation With Selected Excavated Material From Site and Well Ram In 3
1.5 m 30.00 479.11 14,373.30
Layers Not Exceeding 20 cm thick.

Selected Borrowed Fill Brought From out Side The Site. The Quarry Site Is Selected after
Laboratory test, and Fill Around Footing Pad, Foundation Colum on & Under Hard Core
1.6 m3 270.00 584.55 157,828.50
Well rolled & rammed in layers not exceeding 20cm thick by Sparkling Water. Laboratory
Test Should be Taken Before Construction by the Cost of Contracture.

1.7 m3 285.00 169.76 48,381.60

Cart Away Surplus Excavated Material to More than 2km From The Construction Site
25cm thick basaltic or equivalent stone hard core well rolled consolidated and blinded with
1.8 crushed stones. The Quary Site Will Selected after Laboratory Test.Price Includes Laboratory m2 150.00 199.10 29,865.00
Test.
Total to Summary (Eth.Birr)…………… 474,836.0
2. CONCRETE WORK
5cm Thick Lean Concrete Class C-5, With Minimum Cement Content of 150kg/m3,For Sand
2.1 and Coars Agregate The Quary Site Should Selected after Laboratory test.Type of Cement
PPC.
a. Under Footing Pad m2 144.00 102.35 14,738.40
b. Under masonry Wall m2 450.00 102.35 46,057.50
c. Under Hard Core m2 150.00 102.35 15,352.50
10cm Thick Reinforced Concrete Floor Slab Class C-20,With Minimum Cement Content of
2.2 320 kg/m3 Well Spread and Leveled (Steel Bar Measured Separately).The Quary Site For m2 150.00 357.20 53,580.00
Sand and Aggregates are as Mentioned above Item. 2.1.
Reinforced Concrete Class C -25, With Minimum Cement Content of 360 kg/m3 Filled Into
2.3 Form Work and Vibrated around Rod Reinforcement. Steel bar and Form Work Measured
Separately
a. In Footing Pade. m3 12.00 3,800.00 45,600.00
b. In Foundation Columns. m3 0.38 3,800.00 1,425.00
c. In Grade Beams. m3 11.25 3,800.00 42,750.00
2.4 Provide cut and Fix in Position Sawn Zigba Wood Form Work or Metal Panel to: -
a)Footing Pades. m2 72.00 593.46 42,729.12
b)Foundation Columns m2 90.00 593.46 53,411.40
c)Grade Beams m2 180.00 593.46 106,822.80
Reinforcement steel bar according to Structural drawings price includes cutting, bending,
2.5 -
placing in position and tying wires.Price Includes Laboratory Test.
a) Ø. 6 mm deformed bar kg - 125.00 -
b) Ø 8 mm deformed bar kg 1,200.00 125.00 150,000.00
c) Ø 10 mm deformed bar kg - 125.00 -
d) Ø12 mm deformed bar kg 1,008.00 125.00 126,000.00
e) Ø14 mm deformed bar kg 6,004.08 125.00 750,510.00
f) Ø16 mm deformed bar kg 18,002.88 125.00 2,250,360.00
Total to Summary (Ethi.Birr)…………… 3,699,336.7

9
 3. MASONARY WORK
Trachytic or Equivalent Stone Masonry Foundation Wall Bedded in Cement Mortar 1:4
3.1 m3 90.00 2,100.00 189,000.00
Collected From Quary Site Wich Will Selected after Laboratory Test.For Below NGL.
Dressed Stone Masonry Wall bedded in cement mortar 1:4 above NGL.The Quary-site Will
3.2 45.00 2,300.00 103,500.00
be Selected after laboratory test and aproval of Residence Engineer. m3
One Side Dressed Stone Masonry Stapes,bedded in cement mortar 1:4 above NGL.The Quary
3.3 21.00 2,400.00 50,400.00
Site is mensioned as above in Item 3.2. m3
Total to Summary (Ethi.Birr)………… 342,900.0
B. SUPER - STRUCTURE
1.CONCRETE WORK
Reinforced Concrete Class C -25, With Minimum Cement Content of 360 kg/m3 Filled into
form work and vibrated around rod reinforcement. steel bar and form work measured
1.1
separately.Labratory test should be taken Befor Constraction;by The Expence of The
contractor.
a)In Elevation Columns m3 11.25 4,169.50 46,906.88
b)In Intermideat Beams. m3 - 4,169.50 -
c)In Top Tie Beams m3 11.25 4,169.50 46,906.88
d)In stair Case or Ramp m3 - 4,169.50 -
1.2 Provide, Cut and Fix in Position Sawn Zigba Wood Formwork or Metal Panel to: -
a)Elevation columns m2 129.60 568.50 73,677.60
b)Intermideat Beams m2 - 568.50 -
c)Top tie-beams m2 54.00 568.50 30,699.00
d)Stair Case or Ramps m2 - 568.50 -

1.3 Reinforcement Steel Bars According to Structural Drawings. Price Includes Cutting,
Bending, Placing In Position and tying Wires.Labratory Test Should be Taken at Thise Stage.
a) Ø 8 mm deformed bar kg 1,295.16 125.00 161,895.00
b) Ø 10 mm deformed bar kg - 125.00 -
C) Ø 12 mm deformed bar kg 903.66 125.00 112,957.50
d) Ø 14 mm deformed bar kg 7,122.00 125.00 890,250.00
e) Ø 16 mm deformed bar kg 19,854.00 125.00 2,481,750.00
Total to Summary (Ethio.Birr)………… 3,845,042.9
2. BLOCK WORK
Hollow Concrete Block Walls (Class A) Bedded In Cement Mortar Both Sides Left For
Pointing,Laboratory Test Should Be Taken Befor Construction.
2.1 20cm thick m2 540.00 464.12 250,624.80
2.2 15cm thick m2 30.00 440.10 13,203.00
Total to summary (Ethio.Birr)…………… 263,827.80
3. ROOFING
Supply and Fix ALEMGENET/Equivalent EGA Sheet 500 color coated Roof Cover Fixed
3.1 With J-bolt on RHS Purlins price Includes J-bolt(Roof Cover Measured in Horizontal m2 13,551.48 676.11 9,162,288.71
Projection & Purline measured separately)
3.2 Supply and Fix G-28,Roof Rigd Cover 500mm Wide. ml 30.00 514.98 15,449.40
3.3 Supply and Fix G-28 Gutter 600mm Wide ml 180.00 518.78 93,380.40
3.4 Supply and Fix G-28 Flashing. ml 120.00 518.78 62,253.60
Fix PVC PN4 Down Pipe Made From Diameter 110mm PVC Pipe With Metal Straps and
3.5 ml 108.00 76.75 8,289.00
Screws. Price Shall Include all Related Works.

3.6 ml 180.00 77.75 13,995.00

Supply and Fix PVC EGA Sheet Roof Cover For Lighting.Price Includes all Related Works.
Metal Truss Members For Top and Bottom Chord (80x40x4mm) @ 4.97m C/C. Price
3.6 kg 180.00 86.55 15,579.00
Includes Cost of Crane For Truss Erection.
Metal Truss Members For Vertical and Diagonal Members (40x40x3mm) @ an interval of
3.7 kg 2,100.00 94.13 197,673.00
1.2m C/C
Metal Truss Members For Purline(50x30x2mm) Product Fixed to Top Chored @ a Distance
3.8 of 1200mm C/C With 40mm Angle Iron.Price Includes Cost of 40mm angl Iron and other kg 900.00 65.20 58,680.00
Related Works.
Metal Truss Members (25x25x1mm) Price includes Cutting,Welding and Grainding Related
3.8 kg 600.00 65.20 39,120.00
Works.
Supply & fix Armstrong acoustic suspended ceiling,colour,size & pattern Shall approved by
3.9 the engineers. Unit price include all the necessary accessories and finishing to complete the m2 180.00 458.00 82,440.00
work.
Total to Summary (Ethio.Birr)…………… 9,627,588.1

10
 4. METAL WORK
Supply & Fix Glazed Metal Windows and Doors Fabricated From Steel Profile 38mm Wide
and 1.5mm Thick,price Includes all according to the Drawing & The Necessary Iron Monger
one Coat Primer and Two coats of Oil Paint all according to Detail Drawing Complete
Work,If It Will be Necessary. (Glazing Measured Separately)
4.1 WINDOWS
Size W1 150x180cm;1pcs with D-iron safty grill size 25mm and 1.5mm thick, placed at
32.40 4,000.00 129,600.00
c/c=15cm m2
Size TW-1 595cmx40cm;10pcs Window With Wire Mesh m2 142.80 1,600.00 228,480.00
Size TW-2 580cmx40cm; 10pcs Window With Wire Mesh m2 139.20 1,600.00 222,720.00
Size TW-3 565cmx40cm; 2pcs Window Wire Mesh m2 27.12 1,600.00 43,392.00
4.2 DOORS -
Size D1 100cmx220cm;1pcs m2 13.20 4,000.00 52,800.00
Size D2 480cmx600cm;1pcs;partition walls/french door. m2 33.60 4,000.00 134,400.00

Supply & Fix Sliding Metal Doors Fabricated from steel profile 40x20x1.5mm Square Pipe
and 1mm Thick Sheet metal,Fixe With Ø 50mm Toe at 40x20x1.5mm RHS Iron Rail,price
Includes all Nessary Acseceries according to the Drawing & The Necessary iron monger one
Coat primer and Two Coats of oil Paint all According to Detail Drawing Complete Work.
MSD 1 Size 400cmx420cm m2 201.60 4,253.53 857,511.65
MSD 2 Size 200cmx350cm m2 168.00 4,253.53 714,593.04
Supply and Fix Metal Hand Rails Made of 50mm Round pipe Steel Metal Railing Weldded
4.3 on to Ø50 and 3mm Thick Fixed @ 300mm c/c Steel baluster. Price Includes All Nessary ml 90.00 125.00 11,250.00
Acsseries.Baluster Measured Separately.

Supply Stair/ramp 50x50x2mm SHS Balusterades 1000mm High Ø50mm and 3mm Thick
4.4 ml 350.00 -
Round Pipe With all Their Fixtures as Shown in The Drawing Price Include all Nessary
acsseries Quality and Color type Shall Seleceted and Aproved by The Engineer.
4.5 Supply & Fix 30mmx30mmx3mm in 1.5m Length Angle Iron For Corner Protection. ml 600.00 42.48 25,488.00
4.6 Supply & Fix Sloted Plate 2(200mmx200mmx5mm). No 126.00 400.00 50,400.00
4.6 Supply & Fix Sloted Plate 2(250mmx250mmx5mm). No 72.00 500.00 36,000.00
4.6 Supply & Fix Sloted Plate 2(500mmx500mmx5mm). No 72.00 600.00 43,200.00
4.70 Supply & Fix Ø12mm L=250mm J-bolt For Truss and Top Tie Beam conection. No 480.00 340.00 163,200.00
4.80 Supply & Fix 10cm styrofom Expansion Joint. ml 180.00 45.00 8,100.00
Total to Summary (Ethio.Birr)………… 2,721,134.69
5) FINISHING WORK
Finishing Work Shall Include all Surface Pre-Cleaning, Preparation, application of the Finish,
Polishing & Cleaning at The end of The Finishing Work.
Apply Three Coats of Plastering to Internal HCB Walls, External Beams and Columns In
5.1 570.00 189.06 107,764.20
Cement and Sand Mortar Mix (1:3) m2
5.2 Ditto, But to Soffit of The beam and The edges and sides of columon and beam. m2 300.00 307.34 92,202.00
5.3 Supply & Lay 30mm Thick Cement Screed Finished Smooth to Receive Ceramic Tile m2 240.12 133.63 32,087.24
5.4 Ditto but 50 x 50 x 2cm Ceramic Floor Tiles m2 240.12 750.00 180,090.00

5.5 Apply & lay 5cm Smooth Cement Screed Floor Finish to The Class Shown on The Drawing m2 180.00 191.11 34,399.80

5.6 Ditto but 100mm Ceramic Skirting ml 90.00 250.00 22,500.00

5.7 Supply and fix Terazo tile for the stair case. polished to the required level, champhered &
approved by the engineer prior to fixing.Price shall include plastering Class-C.
a) Supply and lay 3cm Thick Terazo tread m2 277.20 648.41 179,739.25
b) Supply and lay 2 cm Thick Terazo riser m2 151.20 648.41 98,039.59
c) Supply and lay 3 cm Thick Terazo landing m2 150.00 648.41 97,261.50
5.8 Supply & Lay 30 x 6cm Precast Terazo Window Sill as per the Details ml 781.80 675.00 527,715.00
5.9 Pointing For Masonery m2 750.00 110.00 82,500.00
5.10 Pointing For HCB Wall m2 3,000.00 105.00 315,000.00
Total carried to summary (Eth. Birr)------------------- 1,371,798.58
6) GLAZING WORK
Supply and Fix 5mm Thick Clear Glass Glazed to Metal Frames Beads & Putty to Doors and
6.1 138.60 489.00 67,775.40
Windows m2
2
6.2 Ditto But Supply and Fix 4mm thick Figured Glass m 90.00 548.00 49,320.00
6.3 Ditto But Supply and fix 4mm thick Color Glass m2 90.00 650.00 58,500.00
6.4 Plastic curtain wall m2 336.00 450.00 151,200.00
Total carried to summary (Eth. Birr)------------------ 175,595.40

11
 7) PAINTING WORK
Apply Three Coats of Plastic Emulsion Paint to Internal Plastered Surface of Walls and
7.1 m2 8,250.00 59.69 492,442.50
Concret Surfaces
Ditto, but to Handrails,Balustrade,Door and Windows Frames,PVC Down Pipes,Eaves,Valy
7.2 m2 2,670.00 43.67 116,598.90
Cover,Rigde Cover,Sheet Metal Gutters e.t.c
Total carried to summary (Eth. Birr)---------------- 609,041.40
8. SITE WORK
Rough-Dressed Stone pavement including cement mortar & joints pointed in cement mortar
8.1 1:3 arround the Building. Price Includes Selected Materia,Fine Agregates & Coars agregates m2 1,380.00 564.00 778,320.00
Fill under the pavement.

Construct open Chanel around The Building as Shown on the Drawing for External Drainage
8.2 System out of a Precast Cement Pipe Price Shall Include Excavation of Trench,Supply and ml 1,080.00 465.00 502,200.00
Spreading of red ash Minimum Thickness 100mm Underneath the pipe. size 1/2 F 400mm
Total Carried to Summary (Eth. Birr)---------- 1,280,520.00
9. ELECTRICAL WORKS
SUPPLY AND INSTALL
1 DISTRIBUTION PANEL BOARDS
Flush mounted distribution panels with lockable door with separate ground and earth bars
(terminals), ample reserve spaces, complete with all necessary connecting and fixing
accessories:
1.1 MDB
1 pc. 32 A, ACB, Main Switch 3 P
1 pc. 25 A, ACB , 1 P.
1 pc. 16 A, ACB , 1 P. No. 6.00 3,516.75 21,100.50
1.2 SDB
1 pc.32 A, SDB Switch , 3 P.
4 pcs. 16 A, ACB , 1 P.
20 pcs. 10 A, ACB , 1 P.
2 pc. 25 A, ACB , 1 P. No. 6.00 3,650.00 21,900.00
2 LIGHT POINTS AND SWITCHES
Light point fed through PVC insulated copper conductor of 2x2.5 sq. mm in PVC conduit of
2.1 16 mm diameter including junction boxes with covers insulated screw cap connectors No. 432.00 720.94 311,446.08
Products of "Ethioplastic".Lamps and Switchs Measured Separetly.
2.3 Extra-over Light point for flush mounted
switches
I. Single switch Ticino Product of "Italy" No. 54.00 520.00 28,080.00
II. Two-way switch Ticino Product of "Italy" No. 48.00 390.00 18,720.00
III. Intermediate switch Ticino Product of "Italy" No. 18.00 125.00 2,250.00
IV. Two circuit switchs Ticino Product of "Italy" No. 18.00 346.50 6,237.00
I V. Push butten Ticino Product Of ''Italy" No. 12.00 346.50 4,158.00
3 FLUSH MOUNTED SOCKET OUTLATES WITH GROUND TERMINAL
Points For Electric FAN, With 2x2.5mm2 Cable in PVC Conduit of 16 mm Diameter
2.4 Including Junction Boxes With Covers, Insulated Screw Cap Connectors and all other No. 120.00 208.62 25,034.40
Necessary Accessories Product of "italy" or "Equivalent".
3 SOCKT OUTLET -
32Ampere,320 Volt, 3 Phase Single Socket Outlet Fed Through PVC Insulated Copper
Conductors of 3x6 sq. mm in PVC Conduit of 29 mm Diameter Including junction Boxes
3.1 No. 6.00 840.08 5,040.48
With Covers, Insulated screw cap Connectors and all other Necessary accessories.product of
"italy" For Factory Machine.
16 Ampere / 1 Phase with switch and fed through PVC insulated conductors of 3 x 4sq.mm in
3.2 No. 84.00 840.08 70,566.72
conduit 16mm diameter, complete Product of "Italy"
20 Ampere / 1 Phase with switch and fed through PVC insulated conductors of 3 x 6sq.mm in
3.3 No. 6.00 840.08 5,040.48
conduit 29mm diameter, complete Made up of "Italy"
4 BELL CALL SYSTEM
Bell call push button for flush mounting fed through PVC insulated copper conductors of 2x1
4.1 sq mm in conduit of 13.5 mm (min.) diameter including junction boxes with covers No. 12.00 296.60 3,559.20
insulated screw cap connectors, etc.

4.2 No. 6.00 3,667.60 22,005.60

Bell call INDICATER BILT IN buzzer, with 220/12 V-25 VA transformer,Product of "Italy"
5 TELEPHONE SYSTEM -

5.1 Telephone outlet only conduit of 32 mm diameter with pull cord inside and outlet, junction No. 12.00 300.00 3,600.00
boxes as per ETHIOPIAN TELECOMMUNICATION CORPORATION requirements.
6 LIGHTING FITTINGS AND LAMPS -
Ceilling Light Fitting type RZB 56120.002 + 2A60 60W GLS Lamp With 05-56150 or
6.1 No. 12.00 1,533.36 18,400.32
Equivalent Incandescent Lamp With Lamp Holder.
Fluorescent Light Fitting Type Philips TCW 215 2X18 +2x TLD 18/or equivalent
6.2 No. 72.00 1,938.14 139,546.08
fluorescent lamps
Flourescent Light Fitting Type Type philips TCS 022 2x36 with 1x36W TLD or equivalent
6.7 No. 24.00 2,073.14 49,755.36
fluorescent lamps and Lamp Holder.

12
 Wall Light Fitting Type Massive 36339/10/10 2xE14 with 40W or equivalent incandescent
No. 12.00 1,600.86 19,210.32
lamp.
.11
Wall Light Fitting Type RZB 23643.002 1xE27/max. 40W/ 1x40W or equivalent
6.12 No. 60.00 358.00 21,480.00
incandescent lamp.
6.11 Security Lamp LEGRAND E.L. 615 13 No. 12.00 2,350.00 28,200.00
6.12 Fun First grade -
Ceiling Fun With All Necessary Accessories and Control Switch. Set 120 4,250.00 510,000.00
7 POWER CABLE & CONDUT CCP, INSTALLING -
7.2 4X10mm Cable ml 900.00 420.76 378,684.00
Concrete man hole with cover 50cm x 50cm x 50cm price includes
7.3 pcs 30.00 975.20 29,256.00
excavation,formwork,rebar.
7.5 Cooper Rod Ø50mm ml 27.00 463.07 12,502.89
Total carried to summary (Eth. Birr) ----------------------- 1,730,739.03

26,142,360.53

13
 PROJECT:- CAFFITERIA
LOCATION :- AMHARA REGION AMHARA REGION AMHARA REGION
NORTH SHEWA ZONE Zone, BULGA TOWN
CONSULTAN
OWNER :-PETROSKY TRADING PLC.

SUMMARY FOR GUEST ROOM BUILDING

A SUB STRUCTURE
1 1. EXCAVATION & EARTH WORK 474,835.95
2 2. CONCRETE WORK 3,699,336.72
3 3. MASONARY WORK 342,900.00
SUB TOTAL A 4,517,072.67

B SUPER STRUCTURE
1 1.CONCRETE WORK 3,845,042.85
2 2. BLOCK WORK 263,827.80
3 3. ROOFING 9,627,588.11
4 4. METAL WORK 2,721,134.69
5 5) FINISHING WORK 1,371,798.58
6 6) GLAZING WORK 175,595.40
7 7) PAINTING WORK 609,041.40
8 8. SITE WORK 1,280,520.00
9 9. ELECTRICAL WORKS 1,730,739.03

SUB TOTAL B 21,625,287.86

TOTAL A+B 26,142,360.53

14
 PROJECT:- CAFFITEREA
LOCATION :- AMHARA REGION AMHARA REGION AMHARA REGION NORTH SHEWA ZONE Zone, BULGA TOWN
CONSULTANT:-Sarzna Engineering Consultancy p.l.c
OWNER :-PETROSKY TRADING PLC.
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
A. SUB- STRUCTURE
1. EXCAVATION & EARTH WORK
1.1 Clear off site to remove top soil to an average depth of 20cm . m2 180.00 24.32 4,377.60
Bulk Ecavation to Reduce The NGL to a depth of not exceeding 1500mm From avg. G.L.
1.2 m3 270.00 167.02 45,095.40
and 1000mm offset Area From Building Line.
Excavation for footing foundation/pit/ not exceeding to depth of 1500mm-3000mm
1.3 - -
starting from Stripped ground level.
3
a) In Ordinary Soil m 144.00 176.85 25,466.40
b) Ditto but in Soft Rock m3 45.00 644.71 29,011.95
Excavate for foundation trenches to adepth of Betewen 150cm-300cm, starting from
1.4 -
bulck reduced ground level G.L.
3
a) In ordinary soil m 56.25 187.90 10,569.38
b) Ditto but in soft rock m3 30.00 872.25 26,167.50
Back Fill Around Foundation With Selected Excavated Material From Site and Well Ram 3
1.5 m 15.00 479.11 7,186.65
In Layers Not Exceeding 20 cm thick.

Selected Borrowed Fill Brought From out Side The Site.The Quarry Site Is Selected after
Labratory test,and Fill Around Footing Pad,Foundation Columon & Under Hard Core Well
1.6 m3 270.00 584.55 157,828.50
rolled & rammed in layers not exceeding 20cm thick by Sprkling Water.Labratory Test
Should be Taken Befor Construction by the Cost of Contractore.

1.7 m3 300.00 169.76 50,928.00

Cart Away Surplus Excavated Material to More than 2km From The Construction Site
25cm thick basaltic or equivalent stone hard core well rolled consolidated and blinded with
1.8 crushed stones.The Quary Site Will Selected after Laboratory Test.Price Includes m2 75.00 199.10 14,932.50
Laboratory Test.
Total to Summary (Eth.Birr)…………… 371,563.9
2. CONCRETE WORK
5cm Thick Lean Concrete Class C-5, With Minimum Cement Content of 150kg/m3,For
2.1 Sand and Coars Agregate The Quary Site Should Selected after Laboratory test.Type of
Cement PPC.
a. Under Footing Pad m2 72.00 102.35 7,369.20
b. Under masonry Wall m2 37.50 102.35 3,838.13
c. Under Hard Core m2 75.00 102.35 7,676.25
10cm Thick Reinforced Concrete Floor Slab Class C-20,With Minimum Cement Content
2.2 of 320 kg/m3 Well Spread and Leveled (Steel Bar Measured Separately).The Quary Site m2 75.00 357.20 26,790.00
For Sand and Agregates are as Mentiond above Item. 2.1.
Reinforced Concrete Class C -25, With Minimum Cement Content of 360 kg/m3 Filled Into
2.3 Form Work and Vibrated around Rod Reinforcement. Steel bar and Form Work Measured -
Separately
a. In Footing Pade. m3 6.00 3,800.00 22,800.00
b. In Foundation Columns. m3 0.19 3,800.00 712.50
c. In Grade Beams. m3 5.63 3,800.00 21,375.00
2.4 Provide cut and Fix in Position Sawn Zigba Wood Form Work or Metal Panel to: -
a)Footing Pades. m2 36.00 593.46 21,364.56
b)Foundation Columns m2 45.00 593.46 26,705.70
c)Grade Beams m2 90.00 593.46 53,411.40
Reinforcement steel bar according to Structural drawings price includes cutting, bending,
2.5 -
placing in position and tying wires.Price Includes Laboratory Test.
a) Ø. 6 mm deformed bar kg - 125.00 -
b) Ø 8 mm deformed bar kg 1,000.14 125.00 125,017.50
c) Ø 10 mm deformed bar kg - 125.00 -
d) Ø12 mm deformed bar kg 600.00 125.00 75,000.00
e) Ø14 mm deformed bar kg 3,600.00 125.00 450,000.00
f) Ø16 mm deformed bar kg 5,804.22 125.00 725,527.50
Total to Summary (Ethi.Birr)…………… 1,567,587.7

15
 3. MASONARY WORK
Trachytic or Equivalent Stone Masonry Foundation Wall Bedded in Cement Mortar 1:4
3.1 Collected From Quary Site Wich Will Selected after Laboratory Test.For Below NGL. m3 45.00 2,100.00 94,500.00
Dressed Stone Masonry Wall bedded in cement mortar 1:4 above NGL.The Quary-site Will
3.2 m3 22.50 2,300.00 51,750.00
be Selected after laboratory test and aproval of Residence Engineer.
One Side Dressed Stone Masonry Stapes,bedded in cement mortar 1:4 above NGL.The
3.3 m3 2,400.00 -
Quary Site is mensioned as above in Item 3.2.
Total to Summary (Ethi.Birr)………… 146,250.0
B. SUPER - STRUCTURE
1.CONCRETE WORK
Reinforced Concrete Class C -25, With Minimum Cement Content of 360 kg/m3 Filled into
form work and vibrated around rod reinforcement. steel bar and form work measured
1.1
separately.Labratory test should be taken Befor Constraction;by The Expence of The
contractor.
a)In Elevation Columns m3 5.63 4,169.50 23,453.44
b)In Intermideat Beams. m3 - 4,169.50 -
c)In Top Tie Beams m3 5.63 4,169.50 23,453.44
d)In stair Case or Ramp m3 - 4,169.50 -
1.2 Provide, Cut and Fix in Position Sawn Zigba Wood Formwork or Metal Panel to: -
a)Elevation columns m2 64.80 568.50 36,838.80
b)Intermideat Beams m2 - 568.50 -
c)Top tie-beams m2 27.00 568.50 15,349.50
d)Stair Case or Ramps m2 - 568.50 -
Reinforcement Steel Bars According to Structural Drawings. Price Includes Cutting,
1.3 Bending, Placing In Position and tying Wires.Labratory Test Should be Taken at Thise
Stage.
a) Ø 8 mm deformed bar kg 3,000.42 125.00 375,052.50
b) Ø 10 mm deformed bar kg 1500 125.00 187,500.00
C) Ø 12 mm deformed bar kg 1067.526 125.00 133,440.75
d) Ø 14 mm deformed bar kg 13,593.60 125.00 1,699,200.00
e) Ø 16 mm deformed bar kg 17,412.66 125.00 2,176,582.50
Total to Summary (Ethio.Birr)………… 0 -
2. BLOCK WORK -
Hollow Concrete Block Walls (Class A) Bedded In Cement Mortar Both Sides Left For
-
Pointing,Laboratory Test Should Be Taken Befor Construction.
2
2.1 20cm thick m 270.00 464.12 125,312.40
2.2 15cm thick m2 15.00 440.10 6,601.50
Total to summary (Ethio.Birr)…………… 131,913.90
3. ROOFING
Supply and Fix ALEMGENET/Equivalent EGA Sheet 500 color coated Roof Cover Fixed
3.1 With J-bolt on RHS Purlins price Includes J-bolt(Roof Cover Measured in Horizontal m2 6,050.95 676.11 4,091,105.10
Projection & Purline measured separately)
3.2 Supply and Fix G-28,Roof Rigd Cover 500mm Wide. ml 15.00 514.98 7,724.70
3.3 Supply and Fix G-28 Gutter 600mm Wide ml 90.00 518.78 46,690.20
3.4 Supply and Fix G-28 Flashing. ml 60.00 518.78 31,126.80
Fix PVC PN4 Down Pipe Made From Diameter 110mm PVC Pipe With Metal Straps and
3.5 ml 54.00 76.75 4,144.50
Screws. Price Shall Include all Related Works.
Supply and Fix PVC EGA Sheet Roof Cover For Lighting.Price Includes all Related
3.6 ml 90.00 77.75 6,997.50
Works.
Metal Truss Members For Top and Bottom Chord (80x40x4mm) @ 4.97m C/C. Price
3.6 kg 90.00 86.55 7,789.50
Includes Cost of Crane For Truss Erection.
Metal Truss Members For Vertical and Diagonal Members (40x40x3mm) @ an interval of
3.7 kg 1,050.00 94.13 98,836.50
1.2m C/C
Metal Truss Members For Purline(50x30x2mm) Product Fixed to Top Chored @ a
3.8 Distance of 1200mm C/C With 40mm Angle Iron.Price Includes Cost of 40mm angl Iron kg 450.00 65.20 29,340.00
and other Related Works.
Metal Truss Members (25x25x1mm) Price includes Cutting,Welding and Grainding
3.8 kg 300.00 65.20 19,560.00
Related Works.
Supply & fix Armstrong acoustic suspended ceiling,colour,size & pattern Shall approved
3.9 by the engineers. Unit price include all the necessary accessories and finishing to complete m2 90.00 458.00 41,220.00
the work.
Total to Summary (Ethio.Birr)…………… 4,323,754.8

16
 4. METAL WORK
Supply & Fix Glazed Metal Windows and Doors Fabricated From Steel Profile 38mm
Wide and 1.5mm Thick,price Includes all according to the Drawing & The Necessary Iron
Monger one Coat Primer and Two coats of Oil Paint all according to Detail Drawing
Complete Work,If It Will be Necessary. (Glazing Measured Separately)
4.1 WINDOWS
Size W1 150x180cm;1pcs with D-iron safty grill size 25mm and 1.5mm thick, placed at
m2 16.20 4,000.00 64,800.00
c/c=15cm
2
Size TW-1 595cmx40cm;10pcs Window With Wire Mesh m 71.40 1,600.00 114,240.00
Size TW-2 580cmx40cm; 10pcs Window With Wire Mesh m2 69.60 1,600.00 111,360.00
Size TW-3 565cmx40cm; 2pcs Window Wire Mesh m2 13.56 1,600.00 21,696.00
4.2 DOORS -
Size D1 100cmx220cm;1pcs m2 6.60 4,000.00 26,400.00
Size D2 480cmx600cm;1pcs;partition walls/french door. m2 16.80 4,000.00 67,200.00
Supply & Fix Sliding Metal Doors Fabricated from steel profile 40x20x1.5mm Square Pipe
and 1mm Thick Sheet metal,Fixe With Ø 50mm Toe at 40x20x1.5mm RHS Iron Rail,price
Includes all Nessary Acseceries according to the Drawing & The Necessary iron monger
one Coat primer and Two Coats of oil Paint all According to Detail Drawing Complete
Work.
MSD 1 Size 400cmx420cm m2 100.80 4,253.53 428,755.82
MSD 2 Size 200cmx350cm m2 84.00 4,253.53 357,296.52
Supply and Fix Metal Hand Rails Made of 50mm Round pipe Steel Metal Railing
4.3 Weldded on to Ø50 and 3mm Thick Fixed @ 300mm c/c Steel baluster. Price Includes All ml 45.00 125.00 5,625.00
Nessary Acsseries.Baluster Measured Separately.

Supply Stair/ramp 50x50x2mm SHS Balusterades 1000mm High Ø50mm and 3mm Thick
4.4 ml 350.00 -
Round Pipe With all Their Fixtures as Shown in The Drawing Price Include all Nessary
acsseries Quality and Color type Shall Seleceted and Aproved by The Engineer.
4.5 Supply & Fix 30mmx30mmx3mm in 1.5m Length Angle Iron For Corner Protection. ml 300.00 42.48 12,744.00
4.6 Supply & Fix Sloted Plate 2(200mmx200mmx5mm). No 63.00 400.00 25,200.00
4.6 Supply & Fix Sloted Plate 2(250mmx250mmx5mm). No 36.00 500.00 18,000.00
4.6 Supply & Fix Sloted Plate 2(500mmx500mmx5mm). No 36.00 600.00 21,600.00
4.70 Supply & Fix Ø12mm L=250mm J-bolt For Truss and Top Tie Beam conection. No 240.00 340.00 81,600.00
4.80 Supply & Fix 10cm styrofom Expansion Joint. ml 90.00 45.00 4,050.00
Total to Summary (Ethio.Birr)………… 1,360,567.34
5) FINISHING WORK
Finishing Work Shall Include all Surface Pre-Cleaning, Preparation, application of the
Finish, Polishing & Cleaning at The end of The Finishing Work.
Apply Three Coats of Plastering to Internal HCB Walls, External Beams and Columns In
5.1 m2 285.00 189.06 53,882.10
Cement and Sand Mortar Mix (1:3)
2
5.2 Ditto, But to Soffit of The beam and The edges and sides of columon and beam. m 150.00 307.34 46,101.00
5.3 Supply & Lay 30mm Thick Cement Screed Finished Smooth to Receive Ceramic Tile m2 120.06 133.63 16,043.62
5.4 Ditto but 50 x 50 x 2cm Ceramic Floor Tiles m2 120.06 750.00 90,045.00
Apply & lay 5cm Smooth Cement Screed Floor Finish to The Class Shown on The 2
5.5 m 90.00 191.11 17,199.90
Drawing
5.6 Ditto but 100mm Ceramic Skirting ml 45.00 250.00 11,250.00

5.7 Supply and fix Terazo tile for the stair case. polished to the required level, champhered &
approved by the engineer prior to fixing.Price shall include plastering Class-C.
a) Supply and lay 3cm Thick Terazo tread m2 138.60 648.41 89,869.63
b) Supply and lay 2 cm Thick Terazo riser m2 75.60 648.41 49,019.80
c) Supply and lay 3 cm Thick Terazo landing m2 75.00 648.41 48,630.75
5.8 Supply & Lay 30 x 6cm Precast Terazo Window Sill as per the Details ml 390.90 675.00 263,857.50
5.9 Pointing For Masonery m2 375.00 110.00 41,250.00
5.10 Pointing For HCB Wall m2 1,500.00 105.00 157,500.00
Total carried to summary (Eth. Birr)------------------- 685,899.29
6) GLAZING WORK
Supply and Fix 5mm Thick Clear Glass Glazed to Metal Frames Beads & Putty to Doors
6.1 m2 69.30 489.00 33,887.70
and Windows
2
6.2 Ditto But Supply and Fix 4mm thick Figured Glass m 45.00 548.00 24,660.00
6.3 Ditto But Supply and fix 4mm thick Color Glass m2 45.00 650.00 29,250.00
6.4 Plastic curtain wall m2 168.00 450.00 75,600.00
Total carried to summary (Eth. Birr)------------------ 87,797.70

17
 7) PAINTING WORK
Apply Three Coats of Plastic Emulsion Paint to Internal Plastered Surface of Walls and
7.1 m2 4,125.00 59.69 246,221.25
Concret Surfaces
Ditto, but to Handrails,Balustrade,Door and Windows Frames,PVC Down
7.2 m2 1,335.00 43.67 58,299.45
Pipes,Eaves,Valy Cover,Rigde Cover,Sheet Metal Gutters e.t.c
Total carried to summary (Eth. Birr)---------------- 304,520.70
8. SITE WORK
Rough-Dressed Stone pavement including cement mortar & joints pointed in cement
8.1 mortar 1:3 arround the Building. Price Includes Selected Materia,Fine Agregates & Coars m2 690.00 564.00 389,160.00
agregates Fill under the pavement.
Construct open Chanel around The Building as Shown on the Drawing for External
Drainage System out of a Precast Cement Pipe Price Shall Include Excavation of
8.2 ml 540.00 465.00 251,100.00
Trench,Supply and Spreading of red ash Minimum Thickness 100mm Underneath the pipe.
size 1/2 F 400mm
Total Carried to Summary (Eth. Birr)---------- 640,260.00
9. ELECTRICAL WORKS
SUPPLY AND INSTALL
1 DISTRIBUTION PANEL BOARDS
Flush mounted distribution panels with lockable door with separate ground and earth bars
(terminals), ample reserve spaces, complete with all necessary connecting and fixing
accessories:
1.1 MDB
1 pc. 32 A, ACB, Main Switch 3 P
1 pc. 25 A, ACB , 1 P.
1 pc. 16 A, ACB , 1 P. No. 3.00 3,516.75 10,550.25
1.2 SDB -
1 pc.32 A, SDB Switch , 3 P. -
4 pcs. 16 A, ACB , 1 P. -
20 pcs. 10 A, ACB , 1 P. -
2 pc. 25 A, ACB , 1 P. No. 3.00 3,650.00 10,950.00
2 LIGHT POINTS AND SWITCHES -
Light point fed through PVC insulated copper conductor of 2x2.5 sq. mm in PVC conduit
2.1 of 16 mm diameter including junction boxes with covers insulated screw cap connectors No. 216.00 720.94 155,723.04
Products of "Ethioplastic".Lamps and Switchs Measured Separetly.
2.3 Extra-over Light point for flush mounted -
switches -
I. Single switch Ticino Product of "Italy" No. 27.00 520.00 14,040.00
II. Two-way switch Ticino Product of "Italy" No. 24.00 390.00 9,360.00
III. Intermediate switch Ticino Product of "Italy" No. 9.00 125.00 1,125.00
IV. Two circuit switchs Ticino Product of "Italy" No. 9.00 346.50 3,118.50
I V. Push butten Ticino Product Of ''Italy" No. 6.00 346.50 2,079.00
3 FLUSH MOUNTED SOCKET OUTLATES WITH GROUND TERMINAL -
Points For Electric FAN, With 2x2.5mm2 Cable in PVC Conduit of 16 mm Diameter
2.4 Including Junction Boxes With Covers, Insulated Screw Cap Connectors and all other No. 60.00 208.62 12,517.20
Necessary Accessories Product of "italy" or "Equivalent".
3 SOCKT OUTLET -
32Ampere,320 Volt, 3 Phase Single Socket Outlet Fed Through PVC Insulated Copper
Conductors of 3x6 sq. mm in PVC Conduit of 29 mm Diameter Including junction Boxes
3.1 No. 3.00 840.08 2,520.24
With Covers, Insulated screw cap Connectors and all other Necessary accessories.product
of "italy" For Factory Machine.
16 Ampere / 1 Phase with switch and fed through PVC insulated conductors of 3 x 4sq.mm
3.2 No. 42.00 840.08 35,283.36
in conduit 16mm diameter, complete Product of "Italy"
20 Ampere / 1 Phase with switch and fed through PVC insulated conductors of 3 x 6sq.mm
3.3 No. 3.00 840.08 2,520.24
in conduit 29mm diameter, complete Made up of "Italy"
4 BELL CALL SYSTEM -
Bell call push button for flush mounting fed through PVC insulated copper conductors of
4.1 2x1 sq mm in conduit of 13.5 mm (min.) diameter including junction boxes with covers No. 6.00 296.60 1,779.60
insulated screw cap connectors, etc.
Bell call INDICATER BILT IN buzzer, with 220/12 V-25 VA transformer,Product of
4.2 No. 3.00 3,667.60 11,002.80
"Italy"

18
 5 TELEPHONE SYSTEM -

5.1 Telephone outlet only conduit of 32 mm diameter with pull cord inside and outlet, junction No. 6.00 300.00 1,800.00
boxes as per ETHIOPIAN TELECOMMUNICATION CORPORATION requirements.
6 LIGHTING FITTINGS AND LAMPS -
Ceilling Light Fitting type RZB 56120.002 + 2A60 60W GLS Lamp With 05-56150 or
6.1 No. 6.00 1,533.36 9,200.16
Equivalent Incandescent Lamp With Lamp Holder.
Fluorescent Light Fitting Type Philips TCW 215 2X18 +2x TLD 18/or equivalent
6.2 No. 36.00 1,938.14 69,773.04
fluorescent lamps
Flourescent Light Fitting Type Type philips TCS 022 2x36 with 1x36W TLD or
6.7 No. 12.00 2,073.14 24,877.68
equivalent fluorescent lamps and Lamp Holder.
Wall Light Fitting Type Massive 36339/10/10 2xE14 with 40W or equivalent
6.11 No. 6.00 1,600.86 9,605.16
incandescent lamp.
Wall Light Fitting Type RZB 23643.002 1xE27/max. 40W/ 1x40W or equivalent
6.12 No. 30.00 358.00 10,740.00
incandescent lamp.
6.11 Security Lamp LEGRAND E.L. 615 13 No. 6.00 2,350.00 14,100.00
6.12 Fun First grade -
Ceiling Fun With All Necessary Accessories and Control Switch. Set 60 4,250.00 255,000.00
7 POWER CABLE & CONDUT CCP, INSTALLING -
7.2 4X10mm Cable ml 450.00 420.76 189,342.00
Concrete man hole with cover 50cm x 50cm x 50cm price includes
7.3 pcs 15.00 975.20 14,628.00
excavation,formwork,rebar.
7.5 Cooper Rod Ø50mm ml 13.50 463.07 6,251.45
Total carried to summary (Eth. Birr) ----------------------- 865,369.52

19
 PROJECT:- CAFFITERIA
LOCATION :- AMHARA REGION AMHARA REGION AMHARA REGION
NORTH SHEWA ZONE Zone, BULGA TOWN
CONSULTAN
OWNER :-PETROSKY TRADING PLC.

SUMMARY FOR GUEST ROOM BUILDING

A SUB STRUCTURE
1 1. EXCAVATION & EARTH WORK 474,835.95
2 2. CONCRETE WORK 3,699,336.72
3 3. MASONARY WORK 342,900.00
SUB TOTAL A 4,517,072.67

B SUPER STRUCTURE
1 1.CONCRETE WORK 3,845,042.85
2 2. BLOCK WORK 263,827.80
3 3. ROOFING 9,627,588.11
4 4. METAL WORK 2,721,134.69
5 5) FINISHING WORK 1,371,798.58
6 6) GLAZING WORK 175,595.40
7 7) PAINTING WORK 609,041.40
8 8. SITE WORK 1,280,520.00
9 9. ELECTRICAL WORKS 1,730,739.03

SUB TOTAL B 21,625,287.86

TOTAL A+B 26,142,360.53

20
 PROJECT:- STORE
LOCATION :- AMHARA REGION AMHARA REGION AMHARA REGION NORTH SHEWA ZONE Zone, BULGA TOWN
CONSULTANT:-Sarzna Engineering Consultancy p.l.c
OWNER :-PETROSKY TRADING PLC.
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
A. SUB- STRUCTURE
1. EXCAVATION & EARTH WORK
1.1 Clear off site to remove top soil to an average depth of 20cm . m2 930.00 24.32 22,617.60
Bulk Ecavation to Reduce The NGL to a depth of not exceeding 1500mm From avg. G.L. 3
1.2 m 450.00 167.02 75,159.00
and 1000mm offset Area From Building Line.
Excavation for footing foundation/pit/ not exceeding to depth of 1500mm-3000mm starting
1.3 - -
from Stripped ground level.
a) In Ordinary Soil m3 576.00 176.85 101,865.60
b) Ditto but in Soft Rock m3 180.00 644.71 116,047.80
Excavate for foundation trenches to adepth of Betewen 150cm-300cm, starting from
1.4 -
bulck reduced ground level G.L.
3
a) In ordinary soil m 225.00 187.90 42,277.50
b) Ditto but in soft rock m3 120.00 872.25 104,670.00
Back Fill Around Foundation With Selected Excavated Material From Site and Well Ram In
1.5 m3 60.00 479.11 28,746.60
Layers Not Exceeding 20 cm thick.

Selected Borrowed Fill Brought From out Side The Site.The Quarry Site Is Selected after
Labratory test,and Fill Around Footing Pad,Foundation Columon & Under Hard Core Well
1.6 m3 1,395.00 584.55 815,447.25
rolled & rammed in layers not exceeding 20cm thick by Sprkling Water.Labratory Test Should
be Taken Befor Construction by the Cost of Contractore.

1.7 m3 480.00 169.76 81,484.80

Cart Away Surplus Excavated Material to More than 2km From The Construction Site
25cm thick basaltic or equivalent stone hard core well rolled consolidated and blinded with
1.8 crushed stones.The Quary Site Will Selected after Laboratory Test.Price Includes Laboratory m2 300.00 199.10 59,730.00
Test.
Total to Summary (Eth.Birr)…………… - 1,448,046.2
2. CONCRETE WORK -
5cm Thick Lean Concrete Class C-5, With Minimum Cement Content of 150kg/m3,For
2.1 Sand and Coars Agregate The Quary Site Should Selected after Laboratory test.Type of -
Cement PPC.
a. Under Footing Pad m2 288.00 102.35 29,476.80
b. Under masonry Wall m2 600.00 102.35 61,410.00
c. Under Hard Core m2 300.00 102.35 30,705.00
10cm Thick Reinforced Concrete Floor Slab Class C-20,With Minimum Cement Content of
2.2 320 kg/m3 Well Spread and Leveled (Steel Bar Measured Separately).The Quary Site For Sand m2 300.00 357.20 107,160.00
and Agregates are as Mentiond above Item. 2.1.
Reinforced Concrete Class C -25, With Minimum Cement Content of 360 kg/m3 Filled Into
2.3 Form Work and Vibrated around Rod Reinforcement. Steel bar and Form Work Measured -
Separately
a. In Footing Pade. m3 12.00 3,800.00 45,600.00
b. In Foundation Columns. m3 7.20 3,800.00 27,360.00
c. In Grade Beams. m3 12.00 3,800.00 45,600.00
2.4 Provide cut and Fix in Position Sawn Zigba Wood Form Work or Metal Panel to: -
a)Footing Pades. m2 144.00 593.46 85,458.24
b)Foundation Columns m2 180.00 593.46 106,822.80
c)Grade Beams m2 360.00 593.46 213,645.60
Reinforcement steel bar according to Structural drawings price includes cutting, bending,
2.5 -
placing in position and tying wires.Price Includes Laboratory Test.
a) Ø. 6 mm deformed bar kg - 125.00 -
b) Ø 8 mm deformed bar kg 1,373.85 125.00 171,731.25
c) Ø 10 mm deformed bar kg - 125.00 -
d) Ø12 mm deformed bar kg 600.00 125.00 75,000.00
e) Ø14 mm deformed bar kg 6,000.00 125.00 750,000.00
f) Ø16 mm deformed bar kg 9,001.62 125.00 1,125,202.50
Total to Summary (Ethi.Birr)…………… 2,875,172.2
3. MASONARY WORK
Trachytic or Equivalent Stone Masonry Foundation Wall Bedded in Cement Mortar 1:4
3.1 m3 180.00 2,100.00 378,000.00
Collected From Quary Site Wich Will Selected after Laboratory Test.For Below NGL.
Dressed Stone Masonry Wall bedded in cement mortar 1:4 above NGL.The Quary-site Will
3.2 90.00 2,300.00 207,000.00
be Selected after laboratory test and aproval of Residence Engineer. m3
One Side Dressed Stone Masonry Stapes,bedded in cement mortar 1:4 above NGL.The
3.3 -
Quary Site is mensioned as above in Item 3.2. m3
Total to Summary (Ethi.Birr)………… 585,000.0

21
 B. SUPER - STRUCTURE
1.CONCRETE WORK
Reinforced Concrete Class C -25, With Minimum Cement Content of 360 kg/m3 Filled into
form work and vibrated around rod reinforcement. steel bar and form work measured
1.1
separately.Labratory test should be taken Befor Constraction;by The Expence of The
contractor.
a)In Elevation Columns m3 12.00 4,169.50 50,034.00
b)In Intermideat Beams. m3 - 4,169.50 -
c)In Top Tie Beams m3 12.00 4,169.50 50,034.00
d)In stair Case or Ramp m3 - 4,169.50 -
1.2 Provide, Cut and Fix in Position Sawn Zigba Wood Formwork or Metal Panel to: -
a)Elevation columns m2 259.20 568.50 147,355.20
b)Intermideat Beams m2 - 568.50 -
c)Top tie-beams m2 108.00 568.50 61,398.00
d)Stair Case or Ramps m2 - 568.50 -
Reinforcement Steel Bars According to Structural Drawings. Price Includes Cutting,
1.3 Bending, Placing In Position and tying Wires.Labratory Test Should be Taken at Thise -
Stage.
a) Ø 8 mm deformed bar kg 1,350.00 125.00 168,750.00
b) Ø 10 mm deformed bar kg 576.45 125.00 72,056.25
C) Ø 12 mm deformed bar kg - 125.00 -
d) Ø 14 mm deformed bar kg 8,084.40 125.00 1,010,550.00
e) Ø 16 mm deformed bar kg 11,187.00 125.00 1,398,375.00
Total to Summary (Ethio.Birr)………… 2,958,552.5
2. WALL WORK
upply and Fix ALEMGENET/Equivalent EGA Sheet 500 color coated Elevation Wall Cover
2.1 Fixed With J-bolt on RHS Purlins price Includes J-bolt(Roof Cover Measured in Horizontal m2 2,772.00 676.11 1,874,176.92
Projection & Purline measured separately)
Total to summary (Ethio.Birr)……………
3. ROOFING
Supply and Fix ALEMGENET/Equivalent EGA Sheet 500 color coated Roof Cover Fixed
3.1 With J-bolt on RHS Purlins price Includes J-bolt(Roof Cover Measured in Horizontal m2 66,186.12 676.11 44,749,097.59
Projection & Purline measured separately)
3.2 Supply and Fix G-28,Roof Rigd Cover 500mm Wide. ml 60.00 514.98 30,898.80
3.3 Supply and Fix G-28 Gutter 600mm Wide ml 360.00 518.78 186,760.80
3.4 Supply and Fix G-28 Flashing. ml 240.00 518.78 124,507.20
Fix PVC PN4 Down Pipe Made From Diameter 110mm PVC Pipe With Metal Straps and
3.5 ml 216.00 76.75 16,578.00
Screws. Price Shall Include all Related Works.

3.6 ml 360.00 77.75 27,990.00

Supply and Fix PVC EGA Sheet Roof Cover For Lighting.Price Includes all Related Works.
Metal Truss Members For Top and Bottom Chord (80x40x4mm) @ 4.97m C/C. Price
3.6 kg 360.00 86.55 31,158.00
Includes Cost of Crane For Truss Erection.
Metal Truss Members For Vertical and Diagonal Members (40x40x3mm) @ an interval of
3.7 kg 2,700.00 94.13 254,151.00
1.2m C/C
Metal Truss Members For Purline(50x30x2mm) Product Fixed to Top Chored @ a Distance
3.8 of 1200mm C/C With 40mm Angle Iron.Price Includes Cost of 40mm angl Iron and other kg 1,800.00 65.20 117,360.00
Related Works.
Metal Truss Members (25x25x1mm) Price includes Cutting,Welding and Grainding Related
3.8 kg 1,200.00 65.20 78,240.00
Works.
Supply & fix Armstrong acoustic suspended ceiling,colour,size & pattern Shall approved by
3.9 the engineers. Unit price include all the necessary accessories and finishing to complete the m2 300.00 458.00 137,400.00
work.
Total to Summary (Ethio.Birr)…………… 45,538,501.4
4. METAL WORK
Supply & Fix Glazed Metal Windows and Doors Fabricated From Steel Profile 38mm Wide
and 1.5mm Thick,price Includes all according to the Drawing & The Necessary Iron
Monger one Coat Primer and Two coats of Oil Paint all according to Detail Drawing
Complete Work,If It Will be Necessary. (Glazing Measured Separately)
4.1 WINDOWS
Size W1 150x180cm;1pcs with D-iron safty grill size 25mm and 1.5mm thick, placed at
60.00 4,000.00 240,000.00
c/c=15cm m2
2
Size TW-1 595cmx40cm;10pcs Window With Wire Mesh m 300.00 1,600.00 480,000.00
Size TW-2 580cmx40cm; 10pcs Window With Wire Mesh m2 300.00 1,600.00 480,000.00
Size TW-3 565cmx40cm; 2pcs Window Wire Mesh m2 60.00 1,600.00 96,000.00
4.2 DOORS -
Size D1 100cmx220cm;1pcs m2 26.40 4,000.00 105,600.00
Size D2 480cmx600cm;1pcs;partition walls/french door. m2 67.20 4,000.00 268,800.00

22
 Supply & Fix Sliding Metal Doors Fabricated from steel profile 40x20x1.5mm Square Pipe
and 1mm Thick Sheet metal,Fixe With Ø 50mm Toe at 40x20x1.5mm RHS Iron Rail,price
Includes all Nessary Acseceries according to the Drawing & The Necessary iron monger
one Coat primer and Two Coats of oil Paint all According to Detail Drawing Complete
Work.
MSD 1 Size 400cmx420cm m2 396.00 4,253.53 1,684,397.88
MSD 2 Size 200cmx350cm m2 330.00 4,253.53 1,403,664.90
Supply and Fix Metal Hand Rails Made of 50mm Round pipe Steel Metal Railing Weldded
4.3 on to Ø50 and 3mm Thick Fixed @ 300mm c/c Steel baluster. Price Includes All Nessary ml 180.00 125.00 22,500.00
Acsseries.Baluster Measured Separately.

Supply Stair/ramp 50x50x2mm SHS Balusterades 1000mm High Ø50mm and 3mm Thick
4.4 ml 350.00 -
Round Pipe With all Their Fixtures as Shown in The Drawing Price Include all Nessary
acsseries Quality and Color type Shall Seleceted and Aproved by The Engineer.
4.5 Supply & Fix 30mmx30mmx3mm in 1.5m Length Angle Iron For Corner Protection. ml 600.00 42.48 25,488.00
4.6 Supply & Fix Sloted Plate 2(200mmx200mmx5mm). No 252.00 400.00 100,800.00
4.6 Supply & Fix Sloted Plate 2(250mmx250mmx5mm). No 144.00 500.00 72,000.00
4.6 Supply & Fix Sloted Plate 2(500mmx500mmx5mm). No 144.00 600.00 86,400.00
4.70 Supply & Fix Ø12mm L=250mm J-bolt For Truss and Top Tie Beam conection. No 960.00 340.00 326,400.00
4.80 Supply & Fix 10cm styrofom Expansion Joint. ml 360.00 45.00 16,200.00
Total to Summary (Ethio.Birr)………… 5,408,250.78
5) FINISHING WORK
Finishing Work Shall Include all Surface Pre-Cleaning, Preparation, application of the
Finish, Polishing & Cleaning at The end of The Finishing Work.
Apply Three Coats of Plastering to Internal HCB Walls, External Beams and Columns In
5.1 1,140.00 189.06 215,528.40
Cement and Sand Mortar Mix (1:3) m2
5.2 Ditto, But to Soffit of The beam and The edges and sides of columon and beam. m2 600.00 307.34 184,404.00
5.3 Supply & Lay 30mm Thick Cement Screed Finished Smooth to Receive Ceramic Tile m2 480.00 133.63 64,142.40
5.4 Ditto but 50 x 50 x 2cm Ceramic Floor Tiles m2 480.00 750.00 360,000.00

5.5 Apply & lay 5cm Smooth Cement Screed Floor Finish to The Class Shown on The Drawing m2 300.00 191.11 57,333.00
5.6 Ditto but 100mm Ceramic Skirting ml 180.00 250.00 45,000.00
Supply and fix Terazo tile for the stair case. polished to the required level, champhered &
5.7 approved by the engineer prior to fixing.Price shall include plastering Class-C.
a) Supply and lay 3cm Thick Terazo tread m2 300.00 648.41 194,523.00
b) Supply and lay 2 cm Thick Terazo riser m2 300.00 648.41 194,523.00
c) Supply and lay 3 cm Thick Terazo landing m2 300.00 648.41 194,523.00
5.8 Supply & Lay 30 x 6cm Precast Terazo Window Sill as per the Details ml 390.90 675.00 263,857.50
5.9 Pointing For Masonery m2 375.00 110.00 41,250.00
5.10 Pointing For HCB Wall m2 360.00 105.00 37,800.00
Total carried to summary (Eth. Birr)------------------- 1,773,834.30
6) GLAZING WORK
Supply and Fix 5mm Thick Clear Glass Glazed to Metal Frames Beads & Putty to Doors
6.1 276.00 489.00 134,964.00
and Windows m2
2
6.2 Ditto But Supply and Fix 4mm thick Figured Glass m 180.00 548.00 98,640.00
6.3 Ditto But Supply and fix 4mm thick Color Glass m2 180.00 650.00 117,000.00
6.4 Plastic curtain wall m2 672.00 450.00 302,400.00
Total carried to summary (Eth. Birr)------------------ 350,604.00
7) PAINTING WORK
Apply Three Coats of Plastic Emulsion Paint to Internal Plastered Surface of Walls and
7.1 m2 360.00 59.69 21,488.40
Concret Surfaces
Ditto, but to Handrails,Balustrade,Door and Windows Frames,PVC Down Pipes,Eaves,Valy
7.2 m2 1,335.00 43.67 58,299.45
Cover,Rigde Cover,Sheet Metal Gutters e.t.c
Total carried to summary (Eth. Birr)---------------- 79,787.85
8. SITE WORK
Rough-Dressed Stone pavement including cement mortar & joints pointed in cement
8.1 mortar 1:3 arround the Building. Price Includes Selected Materia,Fine Agregates & Coars m2 690.00 564.00 389,160.00
agregates Fill under the pavement.
Construct open Chanel around The Building as Shown on the Drawing for External
Drainage System out of a Precast Cement Pipe Price Shall Include Excavation of
8.2 ml 540.00 465.00 251,100.00
Trench,Supply and Spreading of red ash Minimum Thickness 100mm Underneath the pipe.
size 1/2 F 400mm
Total Carried to Summary (Eth. Birr)---------- 640,260.00
9. ELECTRICAL WORKS
SUPPLY AND INSTALL
1 DISTRIBUTION PANEL BOARDS
Flush mounted distribution panels with lockable door with separate ground and earth bars
(terminals), ample reserve spaces, complete with all necessary connecting and fixing
accessories:

23
1.1 MDB
1 pc. 32 A, ACB, Main Switch 3 P
1 pc. 25 A, ACB , 1 P.
1 pc. 16 A, ACB , 1 P. No. 3.00 3,516.75 10,550.25
1.2 SDB -
1 pc.32 A, SDB Switch , 3 P. -
4 pcs. 16 A, ACB , 1 P. -
20 pcs. 10 A, ACB , 1 P. -
2 pc. 25 A, ACB , 1 P. No. 3.00 3,650.00 10,950.00
2 LIGHT POINTS AND SWITCHES -
Light point fed through PVC insulated copper conductor of 2x2.5 sq. mm in PVC conduit of
2.1 16 mm diameter including junction boxes with covers insulated screw cap connectors No. 216.00 720.94 155,723.04
Products of "Ethioplastic".Lamps and Switchs Measured Separetly.
2.3 Extra-over Light point for flush mounted -
switches -
I. Single switch Ticino Product of "Italy" No. 54.00 520.00 28,080.00
II. Two-way switch Ticino Product of "Italy" No. 96.00 390.00 37,440.00
III. Intermediate switch Ticino Product of "Italy" No. 36.00 125.00 4,500.00
IV. Two circuit switchs Ticino Product of "Italy" No. 36.00 346.50 12,474.00
I V. Push butten Ticino Product Of ''Italy" No. 24.00 346.50 8,316.00
3 FLUSH MOUNTED SOCKET OUTLATES WITH GROUND TERMINAL -
Points For Electric FAN, With 2x2.5mm2 Cable in PVC Conduit of 16 mm Diameter
2.4 Including Junction Boxes With Covers, Insulated Screw Cap Connectors and all other No. 240.00 208.62 50,068.80
Necessary Accessories Product of "italy" or "Equivalent".
3 SOCKT OUTLET -
32Ampere,320 Volt, 3 Phase Single Socket Outlet Fed Through PVC Insulated Copper
Conductors of 3x6 sq. mm in PVC Conduit of 29 mm Diameter Including junction Boxes
3.1 No. 12.00 840.08 10,080.96
With Covers, Insulated screw cap Connectors and all other Necessary accessories.product of
"italy" For Factory Machine.
16 Ampere / 1 Phase with switch and fed through PVC insulated conductors of 3 x 4sq.mm
3.2 No. 168.00 840.08 141,133.44
in conduit 16mm diameter, complete Product of "Italy"
20 Ampere / 1 Phase with switch and fed through PVC insulated conductors of 3 x 6sq.mm
3.3 No. 12.00 840.08 10,080.96
in conduit 29mm diameter, complete Made up of "Italy"
4 BELL CALL SYSTEM -
Bell call push button for flush mounting fed through PVC insulated copper conductors of
4.1 2x1 sq mm in conduit of 13.5 mm (min.) diameter including junction boxes with covers No. 24.00 296.60 7,118.40
insulated screw cap connectors, etc.
Bell call INDICATER BILT IN buzzer, with 220/12 V-25 VA transformer,Product of
4.2 No. 12.00 3,667.60 44,011.20
"Italy"
5 TELEPHONE SYSTEM -

5.1 Telephone outlet only conduit of 32 mm diameter with pull cord inside and outlet, junction No. 24.00 300.00 7,200.00
boxes as per ETHIOPIAN TELECOMMUNICATION CORPORATION requirements.
6 LIGHTING FITTINGS AND LAMPS -
Ceilling Light Fitting type RZB 56120.002 + 2A60 60W GLS Lamp With 05-56150 or
6.1 No. 24.00 1,533.36 36,800.64
Equivalent Incandescent Lamp With Lamp Holder.
Fluorescent Light Fitting Type Philips TCW 215 2X18 +2x TLD 18/or equivalent
6.2 No. 144.00 1,938.14 279,092.16
fluorescent lamps
Flourescent Light Fitting Type Type philips TCS 022 2x36 with 1x36W TLD or equivalent
6.7 No. 48.00 2,073.14 99,510.72
fluorescent lamps and Lamp Holder.
Wall Light Fitting Type Massive 36339/10/10 2xE14 with 40W or equivalent incandescent
6.11 No. 24.00 1,600.86 38,420.64
lamp.
Wall Light Fitting Type RZB 23643.002 1xE27/max. 40W/ 1x40W or equivalent
6.12 No. 120.00 358.00 42,960.00
incandescent lamp.
6.11 Security Lamp LEGRAND E.L. 615 13 No. 24.00 2,350.00 56,400.00
6.12 Fun First grade -
Ceiling Fun With All Necessary Accessories and Control Switch. Set 240 4,250.00 1,020,000.00
7 POWER CABLE & CONDUT CCP, INSTALLING -
7.2 4X10mm Cable ml 450.00 420.76 189,342.00
Concrete man hole with cover 50cm x 50cm x 50cm price includes
7.3 pcs 60.00 975.20 58,512.00
excavation,formwork,rebar.
7.5 Cooper Rod Ø50mm ml 54.00 463.07 25,005.78
Total carried to summary (Eth. Birr) ----------------------- 2,333,702.19

24
 PROJECT:- STORE
LOCATION :- AMHARA REGION AMHARA REGION AMHARA REGION
NORTH SHEWA ZONE Zone, BULGA TOWN
CONSULTAN
OWNER :-PETROSKY TRADING PLC.

SUMMARY FOR GUEST ROOM BUILDING

A SUB STRUCTURE
1 1. EXCAVATION & EARTH WORK 1,448,046.15
2 2. CONCRETE WORK 2,875,172.19
3 3. MASONARY WORK 585,000.00
SUB TOTAL A 4,908,218.34

B SUPER STRUCTURE
1 1.CONCRETE WORK 2,958,552.45
2 2. BLOCK WORK 1,874,176.92
3 3. ROOFING 45,538,501.39
4 4. METAL WORK 5,408,250.78
5 5) FINISHING WORK 1,773,834.30
6 6) GLAZING WORK 350,604.00
7 7) PAINTING WORK 79,787.85
8 8. SITE WORK 640,260.00
9 9. ELECTRICAL WORKS 2,333,702.19

SUB TOTAL B 60,957,669.88

TOTAL A+B 65,865,888.22

25
 PROJECT:- GENERATOR HOUSE
LOCATION :- AMHARA REGION AMHARA REGION AMHARA REGION NORTH SHEWA ZONE Zone, BULGA TOWN
CONSULTANT:-Sarzna Engineering Consultancy p.l.c
OWNER :-PETROSKY TRADING PLC.
Unit
Item Description Unit Quantity Total Amount
Rate
A-SUB STRUCTURE
1.0 EXCAVATION & EARTH WORK
1.01 Clear and remove top soil an average depth of 20cm. m2 207.36 25.30 5,246.21
1.02 Bulk excavation in ordinary soil up to 40cm to remove soil. m3 121.68 205.35 24,986.99
1.03 pit excavation in ordinary soil to a depth not exceeding150cm m3 - 217.43 0.00
Trench excavation in ordinary soil to a width of 80cm, depth not exceeding
1.04 120cm from reduced ground level m3 102.00 231.02 23,564.04
Borrow Fill around foundation Trench and Footing Pad with brought material
1.05 from quarry site and compact By Sprikling Water in layers not exeeding 20cm m3 134.64 592.38 79,758.04
thick
Back Fill around trench foundation with brought material from quarry site and
m3 592.38
1.06 compact in layers not exeeding 20cm thick 81.00 47,982.78
load and cart away excavated material to a suitable tip at a minimum distance
m3
1.07 not more than 3km from the site. 270.00 230.31 62,183.70
25cm thick basaltic stone hardcore well rolled, consolidated and blinded with
1.08 crushed stone. m2 90.00 193.73 17,435.70
Total Carried To Summary .................... 261,157.46
2.0 CONCRETE WORK
50 mm lean concrete quality C-5, with minimum cement content of 150 kg
2.01 /m3, under
a) Under Masonry wall m2 - 82.91 0.00
b) Under footing pad m2 - 82.91 0.00
Reinforced concrete quality C-25,360kg of cement/m3 filled in to form work
2.02 and vibrated around rod reinformcement ( formwork and reinforcement
measured separately) with PPC cement type
a) In grade beam. m3 9.00 2,775.58 24,980.22
3
b) In footings pad m - 2,775.58 0.00
c) In foundation columns. m3 - 2,775.58 0.00
d) In ground floor slab 10cm. m2 90.00 277.56 24,980.40
2.03 Provide, cut and fix in position sawn zigba wood or steel formwork to; -
a) In grade beam. m2 90.00 249.97 22,497.30
2
b) In footings pad m - 225.45 0.00
c) In foundation columns. m2 - 249.97 0.00
Mild steel reinforcement according to structural drawings. Price includes
2.04
cutting, bending, placing in position tying wire
a) Dia 8 mm deformed bar Kg 541.00 125.00 67,625.00
b) Dia 12 mm deformed bar Kg 554.00 125.00 69,250.00
c) Dia 14 mm deformed bar Kg 788.00 59.85 47,161.80
supply and fix 100x10mm chip wood or styrofoam expansion joint between
2.05 ml 381.79
ground floor slab and grade beam. 12.30 31.04
Total Carried To Summary .................... 256,876.51
3.0 MASONARY WORK
50cm stone masonery foundation wall below ground level bedded in sand mortar
3.01 m3 108.00 1,409.36 152,210.88
(1,3) ratio.
a/ Ditto but expose part above natural ground level. m3 114.00 1,515.85 172,806.90
Total Carried To Summary .................... 325,017.78
B-SUPER STRUCTURE
1.0 CONCRETE WORK
Reinforced concrete quality C-25,360kg of cement/m3 filled in to form work
1.01 and vibrated around rod reinformcement (formwork and reinformcement
measured separately) with PPC cement type
a) In elevation columns m3 3.60 3,120.75 11,234.70

26
 b) In iner. beam and top tie beam m3 5.40 3,120.75 16,852.05
c) In floor slabs m2 - 374.49 0.00
d) In gutter m2 - 3,120.75 0.00
e) In stair case m3 - 3,120.75 0.00
1.02 Provide, cut and fix in position sawn zigba wood form work
a) In elevation columns m2 0.00 286.74 0.00
2
b) In inter.beam and top tie beam m 0.00 286.74 0.00
c) In floor slabs m2 - 278.59 0.00
d) In gutter m2 - 278.59 0.00
2
e) In stair case m - 278.59 0.00
Mild steel reinforcement according to structural drawings. Price includes
1.03
cutting, bending, placing in position tying wire
a) Dia 8 mm deformed bar Kg 1,957.50 125.00 244,687.50
b) Dia 10 mm deformed bar Kg 411.00 125.00 51,375.00
c) Dia 12 mm deformed bar Kg 7,176.00 125.00 897,000.00
d) Dia 14 mm deformed bar Kg 784.00 125.00 98,000.00
Total Carried To Summary .................... 1,319,149.25
2. BLOCK WORK
15cm thick HCB class B wall both sides left for pestering, bedded in cement
2.01 m2 253.20 516.27 130,719.56
mortar (1;3) price shall include mortar bed.
2.02 Ditto 2.01 but 10cm HCB for toilet m2 - 429.39 -
Total Carried To Summary .................... 130,719.56
3. ROOFING
3.1 G-28 CIS roof cover m2 914.31 362.25 331,209.23
3.2 G-28 CIS roof gutter ml 60.00 251.71 15,102.60
3.3 ditto but dia.75mm PVC down pipe ml 120.00 257.94 30,952.80
Total Carried To Summary .................... 377,264.63
4. CARPENTERY & JOINERY WORK
4.1 Eucaliptus truss
a) Upper & Lower Mem.Dia10-12cm ml 240.00 105.40 25,296.00
b) Vertical & Diagonal Mem. Dia 8-10cm ml 216.00 90.68 19,586.88
c) Zigiba 5cmX7cm Roof Purlin ml 324.00 82.76 26,814.24
Chipwood Celling Cover,Price Includes 5cmx4cm Zigiba Ceiling Button Placed
4.2 m2 0.00 355.49 -
C/C 60cm Both Ways and Other Necessary Aceseries.
· Total Carried to Summary 71,697.12
5. Metal Work
Windows and Doors manufactured from 38x1.5mm LTZ profile and all as per
the Engineers approval and window door schedule. Price includes one coat of
5.1 antirust and two coats of synthetic enamel paint, door and window stopper,
approved quality cylinder lock with handle and the necessary iron mongrey to
complete the work.
Window
a) W1 size 100x 120cm No. 12.00 1,844.57 22,134.84
b) W2 size 140x155cm No. - 1,844.57 0.00
c) W2 size 165x275cm No. - 1,844.57 0.00
Metal Doors
Door size 100x220cm No. 1.00 7,423.79 7,423.79
· Total Carried to Summary 29,558.63
6. FINISHING WORK
Apply three coats of cement mortar plaster to internal HCB wall and edge of
6.1 m2 360.00 212.62 76,543.20
beam and column
2
6.2 Ditto but to external HCB wall m 360.00 212.62 76,543.20
6.3 Apply pointing stone masonry m2 150.00 51.18 7,677.00
Total carried to summary 0.00 160,763.4
7-PAVING AND FLOORING 0.00
7.1 3cm Non slippery cement Screed floor finish m2 120.00 114.38 13,725.60
7.2 10cm high Terrazzo Skirting ml 96.00 209.28 20,090.88
7.3 pavement around the building m2 0.00 607.64 -

27
7.4 30cm half circular ditch ml 0.00 212.51 -
Total carried to summary 33,816.48
8.PAINTING
8.1 Apply three coats of paint to -
a)internal plastered wall surface m2 2160.00 98.20 212,112.00
b)Quartz Paint to external plastered wall surface m2 2160.00 206.39 445,802.40
c) chipwood ceiling m2 0.00 109.22 -
Total carried to summary 657,914.40
9/Glazing work
9.1 4mm thick clear glass m2 42.00 600.57 25,223.94
Total carried to summary 25,223.94
10. Electrical Installation
SDB Includes 3X2.5mm Cable In 19mm Condute Including all Necessary
10.1 No 6.00 400.00 2,400.00
Acessaries .
Light point Price Includes 2X2.5mm Wire In 16mm Condute Including all
10.2 No 12.00 270.14 3,241.68
Necessary Acessaries .
duoble Pole swith Including 3X2.5mm Cable In 16mm Condute Including all
10.3 No 12.00 268.99 3,227.88
Necessary Acessaries .
single Switch Includes 2X2.5mm Wire In 16mm Condute Including all
10.4 No 12.00 239.29 2,871.48
Necessary Acessaries .
Socket point Includes 3X2.5mm Cable In 19mm Condute Including all
10.5 No 12.00 502.43 6,029.16
Necessary Acessaries .
Philips TMS 012 with 1xTL-D 36W Lamp Price Includes Junction Box and all
10.6 No 12.00 500.00 6,000.00
Necessary Acessaries .
10.7 Socket Outlate Including all Necessaries Aceseries. No. 12.00 600.00 7,200.00
Total Carried to Summary 30,970.20

28
 PROJECT:- GENERATOR HOUSE
LOCATION :- AMHARA REGION AMHARA REGION AMHARA REGION
NORTH SHEWA ZONE Zone, BULGA TOWN
CONSULTAN
OWNER :-PETROSKY TRADING PLC.

SUMMARY FOR GUEST ROOM BUILDING

A SUB STRUCTURE
1 1.0 EXCAVATION & EARTH WORK 261,157.46
2 2.0 CONCRETE WORK 256,876.51
3 3.0 MASONARY WORK 325,017.78
SUB TOTAL A 843,051.75

B SUPER STRUCTURE
1 1.0 CONCRETE WORK 1,319,149.25
2 2. BLOCK WORK 130,719.56
3 3. ROOFING 377,264.63
4 4. CARPENTERY & JOINERY WORK 71,697.12
5 5. Metal Work 29,558.63
6 6. FINISHING WORK 160,763.40
7 7-PAVING AND FLOORING 33,816.48
8 8.PAINTING 657,914.40
9 9/Glazing work 25,223.94
10 10. Electrical Installation 30,970.20
SUB TOTAL B 2,837,077.62
TOTAL A+B

29
 PROJECT:- FENCE
LOCATION :- AMHARA REGION AMHARA REGION AMHARA REGION NORTH
SHEWA ZONE Zone, BULGA TOWN
CONSULTAN
OWNER :-PETROSKY TRADING PLC.

SUMMARY FOR GUEST ROOM BUILDING

A SUB STRUCTURE
1 1.0 EXCAVATION & EARTH WORK 193,840.47
2 2.0 CONCRETE WORK 3,826,742.88
3 3.0 MASONARY WORK 1,073,631.89
SUB TOTAL A 5,094,215.23

B SUPER STRUCTURE
1 1.CONCERET WORK 272,748,905.23
2 2. WALL WORK 23,340,196,188.00
3 3.STEEL WORK 996,742.64
4 4. MAIN GATE WORK 120,000.00
5 5. PLASTERING AND POINTING 177,174.00
6 6. PAINTING 420,924.00
SUB TOTAL B 23,614,659,933.87
TOTAL A+B

30
 PROJECT:- Generator Hous (1 pcs)
LOCATION :- AMHARA REGION AMHARA REGION NORTH SHEWA ZONE Zone, BULGA TOWN
CONSULTANT:-Sarzna Engineering Consultan
OWNER :-PETROSKY TRADING PLC.
ITEM DESCRIPTION UNIT Qty. RATE AMOUNT
A SUB STRUCTURE
1. Excavation & Earthwork
1.1 Clear the site to remove the top soil to a
depth of 20cm. m2 102.60 30.00 3,078.00
1.2 Excavate for foundation trench in ordinary
soil to a depth of 150 cm. starting from
reduced ground level. m3 14.31 100.00 1,431.00
1.3 Excavate for isolated footing in ordinary
soil to a depth not exceeding 1500cm. But
over 150cm m3 9.11 100.00 911.25
1.4 Back fill around trench foundation,footing
and under hard core with selected soil from
out side well compacted in layer not
exceeding 20cm. m3 30.20 170.00 5,134.43
1.50 25cm. thick basaltic stone or equivalent
hard-core well rolled, consolidated and
blinded with hand crushed stone. m2 100.00 150.00 15,000.00
SUM 25,554.68
2. MASONRY
2.1 50cm. thick trachytic or equivalent stone
masonry foundation wall below N.G.L.
bedded and joined in cement mortar (1:3). m3 6.36 2000.00 12,720.00
3
2.2 Aebove N.G LEVEL. m 2.39 2500.00 5,962.50
SUM 18,682.50
3. CONCRETE WORK
5 cm lean concrete in C-5 with minimum

cement content of 150Kg./m3,under.

3.1 footings. m2 36.00 250.00 9,000.00
2
3.2 Under masonery wall m 7.95 250.00 1,987.50
Reinforced concrete in C-25 with minimum
cement content of 360Kg./m3,, filled and
vibrated into formwork and vibrated around
reinforcement bar. Formwork and
reinforcement bar measured separately.
3.3 In footings. m3 6.30 3900.00 24,570.00
3
3.4 In foundation columns m 29.10 3900.00 113,490.00
3.5 In grade beames m3 2.64 3900.00 10,307.70
3.6 In 10 cm thick ground floor RC slab m2 80.26 3900.00 312,998.40

31
 Provide cut and fix in position sawn zigiba
wood or equivalent formwork.
3.7 To footings m2 3.78 400.00 1,512.00
2
3.8 To foundation columns m 3.89 400.00 1,555.20
2
3.9 To grade beames m 21.50 400.00 8,601.60
Reinforcement steel bar according to the
structural drawing . Price shall include
cutting, bending and placing in position.
3.10 Dia.8 deformed bar Kg 216.39 110.00 23,802.57
3.11 Dia.10 deformed bar Kg 25.99 110.00 2,858.79
3.12 Dia.12 deformed bar Kg 199.80 110.00 21,978.00
SUM 532,661.76

B. SUPER STRUCTURE
1. STRUCTURAL STEEL WORK
1.1 RHS purlin
60x40 x 2.5mm RHS Kg 388.80 120.00 46,656.00
1.2 RHS truss
60x60 x 2.5mm RHS upper chord Kg 78.75 120.00 9,450.00
1.3 RHS truss
60x60 x 2.5mm RHS lower chord Kg 73.75 120.00 8,850.24
1.4 RHS truss
60x60 x 2.5mm RHS vertical and diagonal
member Kg 162.90 120.00 19,548.00
1.5 RHS wall support
40x40 x 2mm RHS horizontal purlin to
support EGGA sheet wall Kg 216.30 120.00 25,956.00
1.6 Connection plate for truss with column
price includes bolt & nut, welding two coats
of antirust. Size 200 x 200 x 5mm pcs 6.00 600.00 3,600.00
1.7 Connection plate for column with grade
beam .price includes bolt & nut, welding
two coats of antirust. Size 300x 300 x 5mm
pcs 6.00 600.00 3,600.00
1.8 Ancharaje bolt dia 16 and 25cm length pcs 11.00 300.00 3,300.00
SUM 120,960.24
2. ELEVATION WALL
2.1 Egga sheet wallfixed on to horizontal
purlin. m2 254576.96 700.00 178,203,872.00
SUM 178,203,872.00
3. ROOFING
3.1
60*40*2.5mm steel purlin roof ridge cover m2 1264.12 700.00 884,884.00
SUM 884,884.00
4. METAL WORK
DOOR
4.1 size (150X250)cm PCS 3.00 7500.00 22,500.00
4.2 size (120X250)cm PCS 2.00 6000.00 12,000.00

32
4.3 size (80X250)cm PCS 6.00 5000.00 30,000.00
WINDOW WITH MESH
4.4 size (36X100)cm PCS 2.00 16000.00 32,000.00
SUM 96,500.00
5. FLOORING
5.1 (200 x200x 2 )mm imported plastic tiles
stuck down with approved adhesive glue on
and including 48mm thick cement sand
screed 1:3. Price shall include adhesive
glue. m2 80.256 350 28,089.60
SUM 28,089.60

6. ELECTRICAL WORKS
SUPPLY AND INSTALL
6.1. DISTRIBUTION PANEL BOARDS

Flush mounted distribution panels with lockable

door with separate ground and earth bars
(terminals), ample reserve spaces, complete with
all necessary connecting and fixing accessories:
6.1.1 MDB
1 pc. 32 A, ACB, Main Switch 3
P
1 pc. 25 A, ACB , 1 P.
1 pc. 16 A, ACB , 1 P. No. 1.00 3,516.75 3,516.75
6.1.2 SDB

1 pc.32 A, SDB Switch , 3 P.

4 pcs. 16 A, ACB , 1 P.
20 pcs. 10 A, ACB , 1 P.
2 pc. 25 A, ACB , 1 P. No. 1.00 3,650.00 3,650.00
6.2 LIGHT POINTS AND SWITCHES
Light point fed through PVC insulated copper
conductor of 2x2.5 sq. mm in PVC conduit of 16
mm diameter including junction boxes with
6.2.1 No. 10.80 720.94 51,907.68
covers insulated screw cap connectors Products
of "Ethioplastic".Lamps and Switchs Measured
Separetly.
6.2.3 Extra-over Light point for flush mounted
switches
I. Single switch Ticino Product of
No. 9.00 600.00 4,680.00
"Italy"
II. Two-way switch Ticino Product of
No. 8.00 450.00 3,120.00
"Italy"
III. Intermediate switch Ticino Product
No. 3.00 400.00 375.00
of "Italy"
IV. Two circuit switchs Ticino Product
No. 3.00 400.00 1,039.50
of "Italy"
I V. Push butten Ticino Product Of
No. 2.00 450.00 693.00
''Italy"

33
 6.3 FLUSH MOUNTED SOCKET OUTLATES
WITH GROUND TERMINAL

Points For Electric FAN, With 2x2.5mm2 Cable

in PVC Conduit of 16 mm Diameter Including
6.2.4 Junction Boxes With Covers, Insulated Screw No. 20.00 208.62 4,172.40
Cap Connectors and all other Necessary
Accessories Product of "italy" or "Equivalent".

6.3 SOCKT OUTLET

32Ampere,320 Volt, 3 Phase Single Socket
Outlet Fed Through PVC Insulated Copper
Conductors of 3x6 sq. mm in PVC Conduit of 29
6.3.1 mm Diameter Including junction Boxes With No. 1.00 840.08 840.08
Covers, Insulated screw cap Connectors and all
other Necessary accessories.product of "italy"
For Factory Machine.
16 Ampere / 1 Phase with switch and fed through
PVC insulated conductors of 3 x 4sq.mm in
6.3.2 No. 14.00 840.08 11,761.12
conduit 16mm diameter, complete Product of
"Italy"
20 Ampere / 1 Phase with switch and fed through
PVC insulated conductors of 3 x 6sq.mm in
6.3.3 No. 1.00 840.08 840.08
conduit 29mm diameter, complete Made up of
"Italy"
6.4 BELL CALL SYSTEM
Bell call push button for flush mounting fed
through PVC insulated copper conductors of 2x1
6.4.1 sq mm in conduit of 13.5 mm (min.) diameter No. 2.00 296.60 593.20
including junction boxes with covers insulated
screw cap connectors, etc.

6.4.2 Bell call INDICATER BILT IN buzzer, with No. 1.00 3,667.60 3,667.60
220/12 V-25 VA transformer,Product of "Italy"
6.5 TELEPHONE SYSTEM
Telephone outlet only conduit of 32 mm
diameter with pull cord inside and outlet,
6.5.1 junction boxes as per ETHIOPIAN No. 2.00 300.00 600.00
TELECOMMUNICATION CORPORATION
requirements.
6.6 LIGHTING FITTINGS AND LAMPS
Ceilling Light Fitting type RZB 56120.002 +
2A60 60W GLS Lamp With 05-56150 or
6.6.1 No. 2.00 1,533.36 3,066.72
Equivalent Incandescent Lamp With Lamp
Holder.
Fluorescent Light Fitting Type Philips TCW 215
6.6.2 2X18 +2x TLD 18/or equivalent fluorescent No. 12.00 1,938.14 23,257.68
lamps

Flourescent Light Fitting Type Type philips TCS

6.6.7 No. 60.00 2,073.14 124,388.40
022 2x36 with 1x36W TLD or equivalent
fluorescent lamps and Lamp Holder.

34
 Wall Light Fitting Type Massive 36339/10/10
6.11 2xE14 with 40W or equivalent incandescent No. 2.00 1,600.86 3,201.72
lamp.
Wall Light Fitting Type RZB 23643.002
6.12 1xE27/max. 40W/ 1x40W or equivalent No. 10.00 358.00 3,580.00
incandescent lamp.
6.11 Security Lamp LEGRAND E.L. 615 13 No. 2.00 2,350.00 4,700.00
6.12 Fun First grade
Ceiling Fun With All Necessary Accessories and
Set 5 4,250.00 85,000.00
Control Switch.
POWER CABLE & CONDUT CCP,
6.7
INSTALLING
6.7.2 4X10mm Cable ml 22.50 420.76 63,114.00

6.7.3 Concrete man hole with cover 50cm x 50cm x pcs 5.00 975.20 4,876.00
50cm price includes excavation,formwork,rebar.
6.7.5 Cooper Rod Ø50mm ml 4.50 463.07 2,083.82
Total carried to summary (Eth. Birr) -----
408,724.75
-----------------

35
 PROJECT:- TOILETE
LOCATION :- AMHARA REGION AMHARA REGION NORTH SHEWA ZONE Zone, BULGA TOWN
CONSULTANT:-Sarzna Engineering Consultancy p.l.c
OWNER :-PETROSKY TRADING PLC.
Description Unit
Item No Unit Qty Amount
Rate
Sub Structure
1 .Excavation and Earth work
1.10 Clear the site to remove the top soil to a depth 20cm m2 35.00 32.74 1,145.90
Bulk Excavation in loss soil to an average depth of
1.20 m3 52.50 271.88 14,273.70
1.5meter.
Bulk excavation to a depthexceeding1 meter but not
1.30 m3 52.50 300.64 15,783.60
exceeding to 3meter for all types of Soil.
Supply and backfill around foundation masonary
progressively well compacted, rolled and compressed.
1.40 Layer backfill material should be the insitu moisture m3 17.60 857.63 15,094.29
content and density shall be compared with laboratory
test results of modified ASHTO T180 or equivalent.
Cartaway surplus excavated materials not more than a
1.50 m3 59.50 317.25 18,876.38
distance of 5.0km.
Supply and lay 250mm thick Basaltic or equivalent
1.60 stone Hardcore blineded with crushed stone aggregate m2 12.69 277.54 3,521.98
for ground floor slab.
Total carried to summary 68,695.85
2. Concrete works
Supply and cast 5cm lean concrete in c-5 with minimum
2.1
content of 150kg/m3
2.1.1 under Footing pad m2 0.00 124.58 -
2.1.2 under Stone masonary m2 17.60 124.58 2,192.61
Supply and cast Reinforced concrete in class C-30 (with
a 28-day 150mm cube crushing strength of 30MPa),
cast into formworks and vibrated around rod
2.20 -
reinforcement bars.( formwork & reinforcement bars
are measured separately.) in: "Type of cement to be
ordinary Portland cement (PPC)"
2.2.1 Footing pad m3 0.00 4234.82 -
2.2.2 Foundation column m3 0.00 4234.82 -
2.2.3 ground floor beams m3 0.96 4234.82 4,065.43
2.2.4 10cm thick ground floor slab m2 12.69 423.48 5,373.96
2.3 Form Work -
Provide, Cut and fix in position wooden or metal
formwork that should be strong enough to resist the
pressure of fresh concrete and painted with approved -
type of mould oil before any placement of concrete is
carried out.
2.3.1 Footing pad m2 0.00 -
2.3.2 Foundation column m2 0.00 -
2.3.3 ground floor beams m2 6.40 248.15 1,588.16

36
2.3.4 Expansion Joints ml 16.00 30.00 480.00
2.40 Reinforcement bars
Supply and place in position reinforcement steel bar
according to the structural drawing. Price shall include
cutting bending placing in position and tying wires. -
Strength test to meet S-350 reinforcement steel bars
according to structural drawing.
2.4.1 Dia. 6mm deformed bar kg 0.00 -
2.4.2 Dia. 8mm deformed bar kg 331.80 125.00 41,475.00
2.4.3 Dia. 10mm deformed bar kg 0.00 125.00 -
2.4.4 Dia. 12mm deformed bar kg 333.50 125.00 41,687.50
2.4.5 Dia. 14mm deformed bar kg 0.00 125.00 -
Total carried to summary 96,862.66
3.Masonary Works
Supply and Construct trachytic or equivalent stone
3.10 masonary work for foundation below NGL beded and m3 48.64 2229.02 108,419.53
joined with cement sand mortar mix ratio of (1:3)
3.11 ditto but Above ground level m3 1.92 2371.52 4,553.32
4.11 ditto but Ramp and steps m3 1.25 2708.96 3,386.20
Total carried to summary 116,359.05
Super Structure
1.1.1 Concrete Work
Supply and cast Reinforced concrete in class C-25 (with
a 28-day 150mm cube crushing strength of 30MPa),
cast into formworks and vibrated around rod
reinforcement bars.( formwork & reinforcement bars
are measured separately.) in: "Type of cement to be
ordinary Portland cement (PPC)"
1.1.1.1 Columns m3 0.77 4650.98 3,581.25
1.1.1.2 Toptie Beam m3 0.64 4650.98 2,976.63
1.1.1.3 Solid slab area m2 12.69 558.12 7,082.54
1.1.2 Form Work -
Provide, Cut and fix in position wooden or metal
formwork that should be strong enough to resist the
pressure of fresh concrete and painted with approved
type of mould oil before any placement of concrete is
carried out. price includes Plastic Cover placed inside
the formwork to protect mortar leakage.
1.1.2.1 beam Formwork m2 9.60 317.48 3,047.81
1.1.2.2 Columns Formwork m2 15.36 317.48 4,876.49
1.1.1.3 Solid slab area m2 12.69 323.71 4,107.88
1.1.3 Reinforcement bars
Supply and place in position reinforcement steel bar
according to the structural drawing. Price shall include
cutting bending placing in position and tying wires.
Strength test to meet S-350 reinforcement steel bars
according to structural drawing.
1.1.3.1 dia. 6 kg 0.00 -
1.1.3.2 dia. 8 kg 331.80 125.00 41,475.00

37
1.1.3.3 dia. 10 kg 1284.50 125.00 160,562.50
1.1.3.4 dia. 12 kg 709.60 125.00 88,700.00
TOTAL CARRIED TO SUMMARY
.................... 316,410.11
2. BLOCK WORK
Class A, 15cm thick HCB wall with the designed
2.1 compressive strength , bedded in cement mortar m2 92.00 531.06 48,857.52
(1:3).Price shall include mortar bed
2.2 Ditto as item 2.1 but 100mm thick m2 0.00 -
TOTAL CARRIED TO SUMMARY ............. 48,857.52
3. ROOFING and WATER PROOFING
6.1 EGGA 500 corrugated steel sheet roofing, tied to 5x7 cm
zigba purlins at c/c 90 cm and 10-12 cm eucalypturs trusses.
Each shall be firmly fixed with Ø6 mm plain bar to concrete
tie beam and column. All done according to roof truss
384.40 340.01 130,699.84
drawing. Unit price includes G-28 flat metal roof ridge cover
and three coats of wood presevative paint to all truss
members and roof purlins. Horizontal projection of roof area
shall be taken for measurement. m2
6.2 0.4mm thick flat metal sheet copping fixed as showen on the
16.00 269.88 4,318.08
drawing ml
6.3 G-28 galvanized flat metal sheet flashing fixed as showen on
5.00 282.47 1,412.35
the drawing development length 500mm ml
6.4 110mm dia pvc.of Two coated plastic enapel painted down
pipe ml
20.40 109.49 2,233.60
6.5 Supply and fix G-28 Galvanized flat Sheet metal gutter of
10.00 282.47 2,824.70
delompent length 500mm ml
Totall Carried to summary 141,488.57
7. Carpentry and joinery
7.1 All structural members shall be well seasoned, Straight and
free of any harmful defects. Each truss joint shall be
connected and with band iron and truss shall be firmly fixed
to concrete top tie beam with Ø6 mm plan bars
a/ 10-12 cm eucalyptus lower and upper member ml 42.00 171.98 7,223.16
b/ 8-10 cm eucalyptus bracing and internal member ml 53.00 121.25 6,426.25
c/ 5x7 cm Zigba purlin ml 35.00 78.57 2,749.95
7.2 8 mm chipwood ceiling, devided in to 60x120cm panels,
with 1cm recess between joints, fixed to 5x4cm sawn zigba
wood battens in both directions, including 2x4cm tid or 6,088.41
equivalent corner ceiling list. m2 12.69 479.78
TOTAL CARRIED TO SUMMARY............... 22,487.77
4. ALUMINIUM WORK
Supply and fix Aluminium framed WD Partion wall
made of alumunium tubular profile frames ALLCO-5
equivalent,2mm thick avarage weight 1000gm/ml,Door
kick,plate 1500gm/ml,partly covered with aluminium
sheet with the thicknes of 4mm according to the detail
drawing and window door schedul complet work
includes all the necessary iron mongery and ASSA or
equivalent type of cylinderical lock all alumunium
windows and doors type shall be approved by the
engineer that includes 5mm glass.

38
4.1 ALUMINIUM WINDOWS AND DOORS
Windows -
W1 0.7x0.70m m2 2.94 5795.60 17,039.06
4.2 Aluminium DOORS
D1 0.9 x 3.2m m2 5.76 5795.60 33,382.66
D2 0.7 x 3.2m m2 8.96 5795.60 51,928.58
TOTAL CARRIED TO SUMMARY .............. 102,350.30
5. PLASTERING AND POINTING
Apply two coats of plastering in cement mortar (1:3).
5.1 Price shall include pre-cleaning and preparation of the -
surface.
a) To internal wall surface m2 146.96 160.38 23,569.44
b) To all external wall surface m2 92.00 160.38 14,754.96
f) Pointing of Stone masonery and Other Structurs
m2 4.80 69.48 333.50
above NGL.
Apply fine coat gypsum plaster. Price shall includes all
5.2 -
the necessary works thereto.
a) To internal wall surface m2 146.96 129.14 18,978.41
TOTAL CARRIED TO SUMMARY ........... 57,636.32
6. GLAZING
5mm thick clear glass glazed to metal beads and
6.1 m2 8.70 553.95 4,819.37
approved quality putty including ruber gasket.
4mm thick Figured glass glazed to metal beads and
6.2 m2 0.00 553.95 -
approved quality putty.
TOTAL CARRIED TO SUMMARY ............ 4,819.37
7. FINISHING works
7.1 Supply and lay 3cm thick cement screed m2 12.69 188.30 2,389.53
Supply and lay floor finishing tiles bedded in cement
sand mix ratio (1:3) including mortar bedding . Color
7.1.1 -
and pattern shall be approved by the client price
includes laboratory test.
a) To 300x300x3mm imported type polished ceramic
m2 12.69 948.85 12,040.86
floor tile.
30 x 280 mm white marble window sill cut to
appropriate size, weathered and mounted on &
7.2 including 30mm thick cement mortar (1:3) bedding. ml 4.20 749.48 3,147.82
Price includes making water drip as shown on detail
drawing
TOTAL CARRIED TO SUMMARY ...................... 17,578.21
8. PAINTING
Apply one coat of approved quality plastic paint. Price
8.1
shall include pre-cleaning and preparation of surfaces.
a) To all internal wall surface. m2 146.96 107.68 15,825.25
Apply approved quality QUARTZ paint. Price shall
8.20 -
include pre-cleaning and preparation of surfaces.
a) To all external wall m2 92.00 232.31 21,372.73
TOTAL CARRIED TO SUMMARY ...................... 37,197.98
9. Electrical Installation

39
 SUPPLY and INSTALL
All Electrical Materials shall be 3rd party certified, From
Internationally recognized Institutions.
9.1 Distribution Board and Power cable
Flush Mounted metal enclosures sub distribution board
1F with lockable door, earthling lead, cable terminal,
9.1.1
labeling, connectors and all the necessary accessories
consisting of:-
1pcs, main MCB of 20A , 3 Phase, Icu=10KA
5pcs, MCB of 16A , 1 Phase, Icu=6KA
8pcs, MCB of 10A , 1 Phase, Icu=6KA
With busbar 50A,and 25% reserv space Set 1.00 2500.00 2,500.00
Flush mounted light points fed through PVC insulated
conductors 2x2.5mm2 Inside PVC medium duty rigid
thermoplastic conduit of 16mm diameter, including
9.1.2. No. 8.00 385.97 3,087.76
junction boxes with covers and insulating screw cap
connectors, complete as per drawing, color coded and
labeled. 3rd party certified.
9.2.
Extra Over Light points for flush mounted switches
10A/1ph flush mounted Gewiss Eco. Orange cloud
9.2.1 White range or equivalent with approperiat cover plate, No 4.00 167.23 668.92
frame and box.
9.3 Flush Mounted Socket Outlet Point No 4.00 235.00 940.00
9.3.1 Flush mounted two way switch No 4.00 250.00 1,000.00
9.4 Flush Mounted Socket Outlet Point
Note:-use Modular back box Gewiss (GW 24232) for
conecert & masonery wall and Gewiss (GW 24243) for
Socket or gypsum wall or approved equivalent 3rd party
certified.
16A/1P flush mounted Socket out let points fed through
PVC insulated conductors of 3x2.5mm2 inside PVC
9.4.1 conduit of 16mm diameter including junction boxes No. 4.00 492.82 1,971.28
with covers and insulating screw cap connectors at a
hight of 1.0m above finished floor level.
Ditto as above but for Water16A/1P flush mounted
Socket out let points fed through PVC insulated
9.4.2 conductors of 3x2.5mm2 inside PVC conduit of 16mm No. 4.00 492.82
diameter including junction boxes with covers and
insulating screw cap connectors
9.5 Flush mounted socket outlet with earth Contact
Flush mounted twin/single socket outlet of 16A orderd
9.5.1 No. 4.00 708.82 2,835.28
on constructionsite by the engineer.
9.5.2 No. 6.00 708.82
Flush mounted Water proof single socket outlet of 16A.
9.6 Light fittings and lamps -
Ceiling light Fitng type RZB 56120.002+ 2A60 60W
9.6.1 No 20 639.23 12,784.60
GLS Lamp With 05-56150 or For Toilet

40
 Flourescent Light Fitting Type PHILIPS TCS 098/136
9.6.2 EP With 1xTL-D 36w Lamp or aproved equivalent;for No 20 1172.24 23,444.80
Corriders.
9.7 MANHOLES DOUBLE BRICK WALL
Manhol 120x120x80cm removable cast iron cover "EL
9.7.1. No 2 3500.00 7,000.00
TEL,MH".
TOTAL CARRIED TO SUMMARY ............. 56,232.64

41
 PROJECT:- FUEL DEPO TANKERS
LOCATION :- AMHARA REGION AMHARA REGION NORTH
SHEWA ZONE, BULGA TOWN
CONSULTANT:-Sarzna Engineering Consultancy p.l.c 3
OWNER :-PETROSKY TRADING PLC.
Substructure & Supper Structure REINFORCEMENT BAR
No. of bars Total no.
N0. Name of structure Location Bar shape Ø(mm) L(m) a b c of bars= Ø6 Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø24

1 Footing (Mesh) Footing-1 12 3.3 5081 5081 3388 13550 0 0 0 44716.32 0 0 0 0

2 Mesh footing-2 12 3.3 5081 5081 3388 13550 0 0 0 44716.32 0 0 0 0
3 Mesh Footing-3 12 3.3 5081 5081 3388 13550 0 0 0 44716.32 0 0 0 0
4 Mesh Footing-4 12 3.3 5081 5081 3388 13550 0 0 0 44716.32 0 0 0 0
5 Mesh Footing-5 12 3.3 5081 5081 3388 13550 0 0 0 44716.32 0 0 0 0
6 Mesh Footing-6 12 3.3 5081 5081 5081 15244 0 0 0 50305.86 0 0 0 0
7 Mesh Footing-7 12 3.3 5081 5081 3388 13550 0 0 0 44716.32 0 0 0 0
8 Footing-Columon Footing Columon-1 16 4.8 1694 1694 3388 13550 0 0 0 0 0 65583.936 0 0
9 Footing Columon-2 16 4.8 1694 1694 3388 27101 0 0 0 0 0 131167.872 0 0
10 Footing Columon-3 16 4.8 1694 1694 3388 27101 0 0 0 0 0 131167.872 0 0
11 Footing Columon-4 16 4.8 1694 1694 3388 27101 0 0 0 0 0 131167.872 0 0
12 Footing Columon-5 16 4.8 1694 1694 3388 27101 0 0 0 0 0 131167.872 0 0
13 Footing Columon-6 16 4.8 1694 1694 3388 27101 0 0 0 0 0 131167.872 0 0
14 Footing Columon-7 16 4.8 1694 1694 3388 13550 0 0 0 0 0 65583.936 0 0
15 Gread Beam Axis A 14 20.0 1694 1694 847 4235 0 0 0 0 84690 0 0 0
16 Axis B 14 20.0 847 847 847 2541 0 0 0 0 50814 0 0 0
17 Axis C 14 20.0 847 847 847 2541 0 0 0 0 50814 0 0 0
18 Axis D 14 20.0 847 847 847 2541 0 0 0 0 50814 0 0 0
19 Axis E 14 20.0 847 847 847 2541 0 0 0 0 50814 0 0 0
20 Axis F 14 20.0 847 847 847 2541 0 0 0 0 50814 0 0 0
21 Axis G 14 20.0 1694 1694 847 4235 0 0 0 0 84690 0 0 0
23 Axis H 14 20.0 1694 1694 847 4235 0 0 0 0 84690 0 0 0
24 Axis I 14 20.0 1694 1694 847 4235 0 0 0 0 84690 0 0 0
25 Axis J 14 20.0 1694 1694 847 4235 0 0 0 0 84690 0 0 0
26 Axis K 14 20.0 1694 1694 847 4235 0 0 0 0 84690 0 0 0
27 Axis L 14 20.0 1694 1694 847 4235 0 0 0 0 84690 0 0 0
28 Axis M 14 20.0 847 847 1694 3388 0 0 0 0 67752 0 0 0
29 Axis N 14 20.0 847 847 1694 3388 0 0 0 0 67752 0 0 0
30 Axis 1 14 20.0 1694 1694 1694 5081 0 0 0 0 101628 0 0 0
31 Axis 2 14 20.0 1694 1694 1694 5081 0 0 0 0 101628 0 0 0
32 Axis 3 14 20.0 1694 1694 1694 5081 0 0 0 0 101628 0 0 0
33 Axis 4 14 20.0 847 847 1694 3388 0 0 0 0 67752 0 0 0
34 Axis 5 14 20.0 847 847 1694 3388 0 0 0 0 67752 0 0 0
35 Axis 6 14 20.0 1694 1694 1694 5081 0 0 0 0 101628 0 0 0
36 Axis 7 14 20.0 1694 1694 1694 5081 0 0 0 0 101628 0 0 0
8 Footing-Columon Columon-1 16 4.8 1694 1694 6775 20326 0 0 0 0 0 98375.904 0 0
9 Columon-2 16 4.8 1694 1694 6775 40651 0 0 0 0 0 196751.808 0 0
10 Columon-3 16 4.8 1694 1694 6775 40651 0 0 0 0 0 196751.808 0 0
11 Columon-4 16 4.8 1694 1694 6775 40651 0 0 0 0 0 196751.808 0 0

42
12 Columon-5 16 4.8 1694 1694 6775 40651 0 0 0 0 0 196751.808 0 0
13 Columon-6 16 4.8 1694 1694 6775 40651 0 0 0 0 0 196751.808 0 0
14 Columon-7 16 4.8 1694 1694 6775 20326 0 0 0 0 0 98375.904 0 0
58 Top Tie Beam Axis A 14 8.0 1694 1694 1694 5081 0 0 0 0 40651.2 0 0 0
59 Axis B 14 8.0 847 847 1694 3388 0 0 0 0 27100.8 0 0 0
60 Axis C 14 8.0 847 847 1694 3388 0 0 0 0 27100.8 0 0 0
61 Axis D 14 8.0 1694 1694 1694 5081 0 0 0 0 40651.2 0 0 0
62 Axis E 14 8.0 1694 1694 1694 5081 0 0 0 0 40651.2 0 0 0
63 Axis F 14 8.0 847 847 1694 3388 0 0 0 0 27100.8 0 0 0
64 Axis G 14 8.0 847 847 1694 3388 0 0 0 0 27100.8 0 0 0
65 Axis H 14 8.0 1694 1694 1694 5081 0 0 0 0 40651.2 0 0 0
66 Axis I 14 8.0 1694 1694 1694 5081 0 0 0 0 40651.2 0 0 0
67 Axis J 14 8.0 1694 1694 1694 5081 0 0 0 0 40651.2 0 0 0
68 Axis K 14 8.0 1694 1694 1694 5081 0 0 0 0 40651.2 0 0 0
69 Axis L 14 8.0 1694 1694 1694 5081 0 0 0 0 40651.2 0 0 0
70 Axis M 14 8.0 1694 1694 1694 5081 0 0 0 0 40651.2 0 0 0
71 Axis N 14 8.0 2541 2541 1694 6775 0 0 0 0 54201.6 0 0 0
72 Axis 1 14 8.0 1694 1694 1694 5081 0 0 0 0 40651.2 0 0 0
73 Axis 2 14 8.0 2541 2541 1694 6775 0 0 0 0 54201.6 0 0 0
74 Axis 3 14 8.0 847 847 1694 3388 0 0 0 0 27100.8 0 0 0
75 Axis 4 14 8.0 847 847 1694 3388 0 0 0 0 27100.8 0 0 0
76 Axis 5 14 8.0 847 847 1694 3388 0 0 0 0 27100.8 0 0 0
77 Axis 6 14 8.0 1694 1694 1694 5081 0 0 0 0 40651.2 0 0 0
78 Axis 7 14 8.0 1694 1694 1694 5081 0 0 0 0 40651.2 0 0 0
79 Fotting Columon Footing Columon-1 Stirups 8 9.2 1694 1694 423 15244 0 140246.64 0 0 0 0 0 0
80 Footing Columon-2 Stirups 8 9.2 1694 1694 423 15244 0 140246.64 0 0 0 0 0 0
81 Footing Columon-3 Stirups 8 9.2 847 847 423 8469 0 77914.8 0 0 0 0 0 0
82 Footing Columon-4 Stirups 8 9.2 847 847 423 8469 0 77914.8 0 0 0 0 0 0
83 Footing Columon-5 Stirups 8 9.2 847 847 423 8469 0 77914.8 0 0 0 0 0 0
84 Footing Columon-6 Stirups 8 9.2 847 847 847 10163 0 93497.76 0 0 0 0 0 0
85 Footing Columon-7 Stirups 8 9.2 1694 1694 847 16938 0 155829.6 0 0 0 0 0 0
86 Gread Beam Axises From A-N Stirups 8 9.6 1694 1694 847 4235 0 40651.2 0 0 0 0 0 0
87 Axises From 1-7 Stirups 8 9.9 1694 1694 847 4235 0 41921.55 0 0 0 0 0 0
90 Top Tie Beam Axises From A-N Stirups 8 9.5 1694 1694 847 4235 0 40227.75 0 0 0 0 0 0
91 Axises From 1-7 Stirups 8 9.5 847 847 847 2541 0 24136.65 0 0 0 0 0 0
Total Length (m) 0 910502.19 0 318603.78 2411971.2 1967518.08 0 0
Unit weight (kg/m) 0.222 0.395 0.617 0.888 1.21 1.58 2.47 3.553
Total weight (kg) 0.00 359648.37 0.00 282920.16 2918485.15 3108678.57 0.00 0.00

SUMMARY OF REINFORCEMENT BAR

DIAMETER Ø6 Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø24
WEIGHT 0.00 359648.37 0.00 282920.16 2918485.15 3108678.57 0.00 0.00
0 385902.7 0 303573.33 3131534.57 3335612.1 0 0
TOTAL SUM 5,305,507.24

43
 PROJECT:- FUEL DEPO TANKERS
LOCATION :- AMHARA REGION AMHARA REGION NORTH
SHEWA ZONE, BULGA TOWN
CONSULTANT:-Sarzna Engineering Consultancy p.l.c 3
OWNER :-PETROSKY TRADING PLC.
Substructure & Supper Structure REINFORCEMENT BAR
No. of bars Total no.
N0. Name of structure Location Bar shape Ø(mm) L(m) a b c of bars= Ø6 Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø24

1 Footing (Mesh) Footing-1 12 3.3 5081 5081 3388 13550 0 0 0 44716.32 0 0 0 0

2 Mesh footing-2 12 3.3 5081 5081 3388 13550 0 0 0 44716.32 0 0 0 0
3 Mesh Footing-3 12 3.3 5081 5081 3388 13550 0 0 0 44716.32 0 0 0 0
4 Mesh Footing-4 12 3.3 5081 5081 3388 13550 0 0 0 44716.32 0 0 0 0
5 Mesh Footing-5 12 3.3 5081 5081 3388 13550 0 0 0 44716.32 0 0 0 0
6 Mesh Footing-6 12 3.3 5081 5081 5081 15244 0 0 0 50305.86 0 0 0 0
7 Mesh Footing-7 12 3.3 5081 5081 3388 13550 0 0 0 44716.32 0 0 0 0
8 Footing-Columon Footing Columon-1 16 4.8 1694 1694 3388 13550 0 0 0 0 0 65583.936 0 0
9 Footing Columon-2 16 4.8 1694 1694 3388 27101 0 0 0 0 0 131167.872 0 0
10 Footing Columon-3 16 4.8 1694 1694 3388 27101 0 0 0 0 0 131167.872 0 0
11 Footing Columon-4 16 4.8 1694 1694 3388 27101 0 0 0 0 0 131167.872 0 0
12 Footing Columon-5 16 4.8 1694 1694 3388 27101 0 0 0 0 0 131167.872 0 0
13 Footing Columon-6 16 4.8 1694 1694 3388 27101 0 0 0 0 0 131167.872 0 0
14 Footing Columon-7 16 4.8 1694 1694 3388 13550 0 0 0 0 0 65583.936 0 0
15 Gread Beam Axis A 14 20.0 1694 1694 847 4235 0 0 0 0 84690 0 0 0
16 Axis B 14 20.0 847 847 847 2541 0 0 0 0 50814 0 0 0
17 Axis C 14 20.0 847 847 847 2541 0 0 0 0 50814 0 0 0
18 Axis D 14 20.0 847 847 847 2541 0 0 0 0 50814 0 0 0
19 Axis E 14 20.0 847 847 847 2541 0 0 0 0 50814 0 0 0
20 Axis F 14 20.0 847 847 847 2541 0 0 0 0 50814 0 0 0
21 Axis G 14 20.0 1694 1694 847 4235 0 0 0 0 84690 0 0 0
23 Axis H 14 20.0 1694 1694 847 4235 0 0 0 0 84690 0 0 0
24 Axis I 14 20.0 1694 1694 847 4235 0 0 0 0 84690 0 0 0
25 Axis J 14 20.0 1694 1694 847 4235 0 0 0 0 84690 0 0 0
26 Axis K 14 20.0 1694 1694 847 4235 0 0 0 0 84690 0 0 0
27 Axis L 14 20.0 1694 1694 847 4235 0 0 0 0 84690 0 0 0
28 Axis M 14 20.0 847 847 1694 3388 0 0 0 0 67752 0 0 0
29 Axis N 14 20.0 847 847 1694 3388 0 0 0 0 67752 0 0 0
30 Axis 1 14 20.0 1694 1694 1694 5081 0 0 0 0 101628 0 0 0
31 Axis 2 14 20.0 1694 1694 1694 5081 0 0 0 0 101628 0 0 0
32 Axis 3 14 20.0 1694 1694 1694 5081 0 0 0 0 101628 0 0 0
33 Axis 4 14 20.0 847 847 1694 3388 0 0 0 0 67752 0 0 0
34 Axis 5 14 20.0 847 847 1694 3388 0 0 0 0 67752 0 0 0
35 Axis 6 14 20.0 1694 1694 1694 5081 0 0 0 0 101628 0 0 0
36 Axis 7 14 20.0 1694 1694 1694 5081 0 0 0 0 101628 0 0 0
8 Footing-Columon Columon-1 16 4.8 1694 1694 6775 20326 0 0 0 0 0 98375.904 0 0
9 Columon-2 16 4.8 1694 1694 6775 40651 0 0 0 0 0 196751.808 0 0
10 Columon-3 16 4.8 1694 1694 6775 40651 0 0 0 0 0 196751.808 0 0
11 Columon-4 16 4.8 1694 1694 6775 40651 0 0 0 0 0 196751.808 0 0

44
12 Columon-5 16 4.8 1694 1694 6775 40651 0 0 0 0 0 196751.808 0 0
13 Columon-6 16 4.8 1694 1694 6775 40651 0 0 0 0 0 196751.808 0 0
14 Columon-7 16 4.8 1694 1694 6775 20326 0 0 0 0 0 98375.904 0 0
58 Top Tie Beam Axis A 14 8.0 1694 1694 1694 5081 0 0 0 0 40651.2 0 0 0
59 Axis B 14 8.0 847 847 1694 3388 0 0 0 0 27100.8 0 0 0
60 Axis C 14 8.0 847 847 1694 3388 0 0 0 0 27100.8 0 0 0
61 Axis D 14 8.0 1694 1694 1694 5081 0 0 0 0 40651.2 0 0 0
62 Axis E 14 8.0 1694 1694 1694 5081 0 0 0 0 40651.2 0 0 0
63 Axis F 14 8.0 847 847 1694 3388 0 0 0 0 27100.8 0 0 0
64 Axis G 14 8.0 847 847 1694 3388 0 0 0 0 27100.8 0 0 0
65 Axis H 14 8.0 1694 1694 1694 5081 0 0 0 0 40651.2 0 0 0
66 Axis I 14 8.0 1694 1694 1694 5081 0 0 0 0 40651.2 0 0 0
67 Axis J 14 8.0 1694 1694 1694 5081 0 0 0 0 40651.2 0 0 0
68 Axis K 14 8.0 1694 1694 1694 5081 0 0 0 0 40651.2 0 0 0
69 Axis L 14 8.0 1694 1694 1694 5081 0 0 0 0 40651.2 0 0 0
70 Axis M 14 8.0 1694 1694 1694 5081 0 0 0 0 40651.2 0 0 0
71 Axis N 14 8.0 2541 2541 1694 6775 0 0 0 0 54201.6 0 0 0
72 Axis 1 14 8.0 1694 1694 1694 5081 0 0 0 0 40651.2 0 0 0
73 Axis 2 14 8.0 2541 2541 1694 6775 0 0 0 0 54201.6 0 0 0
74 Axis 3 14 8.0 847 847 1694 3388 0 0 0 0 27100.8 0 0 0
75 Axis 4 14 8.0 847 847 1694 3388 0 0 0 0 27100.8 0 0 0
76 Axis 5 14 8.0 847 847 1694 3388 0 0 0 0 27100.8 0 0 0
77 Axis 6 14 8.0 1694 1694 1694 5081 0 0 0 0 40651.2 0 0 0
78 Axis 7 14 8.0 1694 1694 1694 5081 0 0 0 0 40651.2 0 0 0
79 Fotting Columon Footing Columon-1 Stirups 8 9.2 1694 1694 423 15244 0 140246.64 0 0 0 0 0 0
80 Footing Columon-2 Stirups 8 9.2 1694 1694 423 15244 0 140246.64 0 0 0 0 0 0
81 Footing Columon-3 Stirups 8 9.2 847 847 423 8469 0 77914.8 0 0 0 0 0 0
82 Footing Columon-4 Stirups 8 9.2 847 847 423 8469 0 77914.8 0 0 0 0 0 0
83 Footing Columon-5 Stirups 8 9.2 847 847 423 8469 0 77914.8 0 0 0 0 0 0
84 Footing Columon-6 Stirups 8 9.2 847 847 847 10163 0 93497.76 0 0 0 0 0 0
85 Footing Columon-7 Stirups 8 9.2 1694 1694 847 16938 0 155829.6 0 0 0 0 0 0
86 Gread Beam Axises From A-N Stirups 8 9.6 1694 1694 847 4235 0 40651.2 0 0 0 0 0 0
87 Axises From 1-7 Stirups 8 9.9 1694 1694 847 4235 0 41921.55 0 0 0 0 0 0
90 Top Tie Beam Axises From A-N Stirups 8 9.5 1694 1694 847 4235 0 40227.75 0 0 0 0 0 0
91 Axises From 1-7 Stirups 8 9.5 847 847 847 2541 0 24136.65 0 0 0 0 0 0
Total Length (m) 0 910502.19 0 318603.78 2411971.2 1967518.08 0 0
Unit weight (kg/m) 0.222 0.395 0.617 0.888 1.21 1.58 2.47 3.553
Total weight (kg) 0.00 359648.37 0.00 282920.16 2918485.15 3108678.57 0.00 0.00

SUMMARY OF REINFORCEMENT BAR

DIAMETER Ø6 Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø24
WEIGHT 0.00 359648.37 0.00 282920.16 2918485.15 3108678.57 0.00 0.00
0 385902.7 0 303573.3281 3131534.568 3335612.102 0 0
TOTAL SUM 5,305,507.24

45
 Substructure & Supper Structure REINFORCEMENT BAR
No. of bars Total no.
Name of of bars=
N0. structure Location Bar shape Ø(mm) L(m) a b c (a*b*c) Ø6 Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø24

1 Footing (Mesh) Footing-1 12 2.3 1412 1412 847 3670 0 0 0 8440.77 0 0 0 0

2 Mesh footing-2 12 2.3 1412 1412 847 3670 0 0 0 8440.77 0 0 0 0
3 Mesh Footing-3 12 2.3 1412 1412 847 3670 0 0 0 8440.77 0 0 0 0
4 Mesh Footing-4 12 2.3 1412 1412 847 3670 0 0 0 8440.77 0 0 0 0
5 Mesh Footing-5 12 2.3 1412 1412 847 3670 0 0 0 8440.77 0 0 0 0
6 Mesh Footing-6 12 2.3 1412 1412 847 3670 0 0 0 8440.77 0 0 0 0
0 0 0
8 Footing-Columon Footing Columon-1 16 4.8 565 565 847 3952 0 0 0 0 0 19128.648 0 0
9 Footing Columon-2 16 4.8 565 565 847 7904 0 0 0 0 0 38257.296 0 0
10 Footing Columon-3 16 4.8 565 565 847 7904 0 0 0 0 0 38257.296 0 0
11 Footing Columon-4 16 4.8 565 565 847 7904 0 0 0 0 0 38257.296 0 0
12 Footing Columon-5 16 4.8 565 565 847 7904 0 0 0 0 0 38257.296 0 0
13 Footing Columon-6 16 4.8 565 565 847 7904 0 0 0 0 0 38257.296 0 0
0 0 0
15 Gread Beam Axis A 14 16.0 565 565 282 1412 0 0 0 0 22584 0 0 0
16 Axis B 14 16.0 282 282 282 847 0 0 0 0 13550.4 0 0 0
17 Axis C 14 16.0 282 282 282 847 0 0 0 0 13550.4 0 0 0
18 Axis D 14 16.0 282 282 282 847 0 0 0 0 13550.4 0 0 0
19 Axis E 14 16.0 282 282 282 847 0 0 0 0 13550.4 0 0 0
30 Axis 1 14 16.0 565 565 141 1270 0 0 0 0 20325.6 0 0 0
31 Axis 2 14 16.0 565 565 141 1270 0 0 0 0 20325.6 0 0 0
32 Axis 3 14 16.0 565 565 141 1270 0 0 0 0 20325.6 0 0 0
33 Axis 4 14 16.0 282 282 141 706 0 0 0 0 11292 0 0 0
34 Axis 5 14 16.0 282 282 141 706 0 0 0 0 11292 0 0 0
35 Axis 6 14 16.0 565 565 141 1270 0 0 0 0 20325.6 0 0 0
0 0 0
8 Footing-Columon Columon-1 16 4.8 565 141 141 1694 0 0 0 0 0 8197.992 0 0
9 Columon-2 16 4.8 565 282 141 3952 0 0 0 0 0 19128.648 0 0
10 Columon-3 16 4.8 565 565 141 5081 0 0 0 0 0 24593.976 0 0
11 Columon-4 16 4.8 565 565 141 5081 0 0 0 0 0 24593.976 0 0
12 Columon-5 16 4.8 565 282 141 3952 0 0 0 0 0 19128.648 0 0
13 Columon-6 16 4.8 565 141 141 3388 0 0 0 0 0 16395.984 0 0
0 0 0

46
58 Top Tie Beam Axis A 14 8.0 282 282 282 847 0 0 0 0 6775.2 0 0 0
59 Axis B 14 8.0 282 282 282 847 0 0 0 0 6775.2 0 0 0
60 Axis C 14 8.0 282 282 282 847 0 0 0 0 6775.2 0 0 0
61 Axis D 14 8.0 282 282 282 847 0 0 0 0 6775.2 0 0 0
62 Axis E 14 8.0 282 282 282 847 0 0 0 0 6775.2 0 0 0
72 Axis 1 14 8.0 282 282 282 847 0 0 0 0 6775.2 0 0 0
73 Axis 2 14 8.0 282 282 282 847 0 0 0 0 6775.2 0 0 0
74 Axis 3 14 8.0 282 282 282 847 0 0 0 0 6775.2 0 0 0
75 Axis 4 14 8.0 282 282 282 847 0 0 0 0 6775.2 0 0 0
76 Axis 5 14 8.0 282 282 282 847 0 0 0 0 6775.2 0 0 0
77 Axis 6 14 8.0 282 282 282 847 0 0 0 0 6775.2 0 0 0
0 0 0
79 Fotting Columon Footing Columon-1 Stirups 8 9.3 282 141 141 2258 0 21003.12 0 0 0 0 0 0
80 Footing Columon-2 Stirups 8 9.3 282 141 141 2258 0 21003.12 0 0 0 0 0 0
81 Footing Columon-3 Stirups 8 9.3 282 141 141 2258 0 21003.12 0 0 0 0 0 0
82 Footing Columon-4 Stirups 8 9.3 282 141 141 2258 0 21003.12 0 0 0 0 0 0
83 Footing Columon-5 Stirups 8 9.3 282 141 141 2258 0 21003.12 0 0 0 0 0 0
84 Footing Columon-6 Stirups 8 9.3 282 141 141 2258 0 21003.12 0 0 0 0 0 0
0 0 0
86 Gread Beam Axises From A-E Stirups 8 10.0 282 141 141 565 0 5646 0 0 0 0 0 0
87 Axises From 1-6 Stirups 8 10.0 282 141 141 565 0 5646 0 0 0 0 0 0
90 Top Tie Beam Axises From A-E Stirups 8 10.0 282 141 141 565 0 5646 0 0 0 0 0 0
91 Axises From 1-6 Stirups 8 10.0 282 141 141 565 0 5646 0 0 0 0 0 0
Total Length (m) 0 148602.72 0 50644.62 255199.2 322454.352 0 0
Unit weight (kg/m) 0.222 0.395 0.617 0.888 1.21 1.58 2.47 3.553
Total weight (kg) 0.00 58698.07 0.00 44972.42 308791.03 509477.88 0.00 0.00

SUMMARY OF REINFORCEMENT BAR

DIAMETER Ø6 Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø24
WEIGHT 0.00 58698.07 0.00 44972.42 308791.03 509477.88 0.00 0.00
0 62983.03 0 48255.41 331332.78 546669.76 0 0
TOTAL SUM 989,240.98

47
 PROJECT:- CAFFITEREA
LOCATION :- AMHARA REGION AMHARA REGION NORTH SHEWA ZONE
Zone, BULGA TOWN
CONSULTANT:-Sarzna Enginee
OWNER :-PETROSKY TRADING PLC.
Substructure & Supper Structure REINFORCEMENT BAR
No. of bars Total
N0. Name of structure Location Bar shape Ø(mm) L(m) a b c no. of Ø6 Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø24

1 Footing (Mesh) Footing-1 12 2.3 1412 1412 847 3670 0 0 0 8440.77 0 0 0 0

2 Mesh footing-2 12 2.3 1412 1412 847 3670 0 0 0 8440.77 0 0 0 0
3 Mesh Footing-3 12 2.3 1412 1412 847 3670 0 0 0 8440.77 0 0 0 0
4 Mesh Footing-4 12 2.3 1412 1412 847 3670 0 0 0 8440.77 0 0 0 0
5 Mesh Footing-5 12 2.3 1412 1412 847 3670 0 0 0 8440.77 0 0 0 0
6 Mesh Footing-6 12 2.3 1412 1412 847 3670 0 0 0 8440.77 0 0 0 0
0 0 0
8 Footing-Columon Footing Columon-1 16 4.8 565 565 847 3952 0 0 0 0 0 19128.648 0 0
9 Footing Columon-2 16 4.8 565 565 847 7904 0 0 0 0 0 38257.296 0 0
10 Footing Columon-3 16 4.8 565 565 847 7904 0 0 0 0 0 38257.296 0 0
11 Footing Columon-4 16 4.8 565 565 847 7904 0 0 0 0 0 38257.296 0 0
12 Footing Columon-5 16 4.8 565 565 847 7904 0 0 0 0 0 38257.296 0 0
13 Footing Columon-6 16 4.8 565 565 847 7904 0 0 0 0 0 38257.296 0 0
0 0 0
15 Gread Beam Axis A 14 20.0 565 565 282 1412 0 0 0 0 28230 0 0 0
16 Axis B 14 20.0 282 282 282 847 0 0 0 0 16938 0 0 0
17 Axis C 14 20.0 282 282 282 847 0 0 0 0 16938 0 0 0
18 Axis D 14 20.0 282 282 282 847 0 0 0 0 16938 0 0 0
19 Axis E 14 20.0 282 282 282 847 0 0 0 0 16938 0 0 0
30 Axis 1 14 20.0 565 565 141 1270 0 0 0 0 25407 0 0 0
31 Axis 2 14 20.0 565 565 141 1270 0 0 0 0 25407 0 0 0
32 Axis 3 14 20.0 565 565 141 1270 0 0 0 0 25407 0 0 0
33 Axis 4 14 20.0 282 282 141 706 0 0 0 0 14115 0 0 0
34 Axis 5 14 20.0 282 282 141 706 0 0 0 0 14115 0 0 0
35 Axis 6 14 20.0 565 565 141 1270 0 0 0 0 25407 0 0 0
0 0 0
8 Footing-Columon Columon-1 16 4.8 565 565 141 2541 0 0 0 0 0 12296.988 0 0
9 Columon-2 16 4.8 565 565 141 5081 0 0 0 0 0 24593.976 0 0
10 Columon-3 16 4.8 565 565 141 5081 0 0 0 0 0 24593.976 0 0
11 Columon-4 16 4.8 565 565 141 5081 0 0 0 0 0 24593.976 0 0
12 Columon-5 16 4.8 565 565 141 5081 0 0 0 0 0 24593.976 0 0
13 Columon-6 16 4.8 565 565 141 5081 0 0 0 0 0 24593.976 0 0

48
 0 0 0
58 Top Tie Beam Axis A 14 8.0 565 282 282 1129 0 0 0 0 9033.6 0 0 0
59 Axis B 14 8.0 282 282 282 847 0 0 0 0 6775.2 0 0 0
60 Axis C 14 8.0 282 282 282 847 0 0 0 0 6775.2 0 0 0
61 Axis D 14 8.0 565 282 282 1129 0 0 0 0 9033.6 0 0 0
62 Axis E 14 8.0 565 282 282 1129 0 0 0 0 9033.6 0 0 0
72 Axis 1 14 8.0 565 282 282 1129 0 0 0 0 9033.6 0 0 0
73 Axis 2 14 8.0 847 282 282 1412 0 0 0 0 11292 0 0 0
74 Axis 3 14 8.0 282 282 282 847 0 0 0 0 6775.2 0 0 0
75 Axis 4 14 8.0 282 282 282 847 0 0 0 0 6775.2 0 0 0
76 Axis 5 14 8.0 282 282 282 847 0 0 0 0 6775.2 0 0 0
77 Axis 6 14 8.0 565 282 282 1129 0 0 0 0 9033.6 0 0 0
0 0 0
79 Fotting Columon Footing Columon-1 Stirups 8 9.3 565 141 141 3388 0 31504.68 0 0 0 0 0 0
80 Footing Columon-2 Stirups 8 9.3 565 282 141 3952 0 36755.46 0 0 0 0 0 0
81 Footing Columon-3 Stirups 8 9.3 565 282 141 3952 0 36755.46 0 0 0 0 0 0
82 Footing Columon-4 Stirups 8 9.3 565 282 141 3952 0 36755.46 0 0 0 0 0 0
83 Footing Columon-5 Stirups 8 9.3 565 282 141 3952 0 36755.46 0 0 0 0 0 0
84 Footing Columon-6 Stirups 8 9.3 565 141 141 3388 0 31504.68 0 0 0 0 0 0
0 0 0
86 Gread Beam Axises From A-N Stirups 8 10.0 282 282 141 706 0 7057.5 0 0 0 0 0 0
87 Axises From 1-7 Stirups 8 10.0 282 282 141 706 0 7057.5 0 0 0 0 0 0
90 Top Tie Beam Axises From A-N Stirups 8 10.0 282 282 141 706 0 7057.5 0 0 0 0 0 0
91 Axises From 1-7 Stirups 8 10.0 282 282 141 706 0 7057.5 0 0 0 0 0 0
Total Length (m) 0 238261.2 0 50644.62 316176 345681.996 0 0
Unit weight (kg/m) 0.222 0.395 0.617 0.888 1.21 1.58 2.47 3.553
Total weight (kg) 0.00 94113.17 0.00 44972.42 382572.96 546177.55 0.00 0.00

SUMMARY OF REINFORCEMENT BAR

DIAMETER Ø6 Ø8 Ø10 Ø12 Ø14 Ø16 Ø20
WEIGHT 0.00 94113.17 0.00 44972.42 382572.96 546177.55 0.00 0.00 0.00
0 100983.4357 0 48255.40941 410500.7861 586048.52 0 0 0
TOTAL SU 1,145,788.15

49
 PROJECT:- STORE
LOCATION :- AMHARA REGION AMHARA REGION NORTH SHEWA
ZONE Zone, BULGA TOWN
CONSULTANT:-Sarzna Engineering Consultancy p.l.c
OWNER :-PETROSKY TRADING PLC.
Substructure & Supper Structure REINFORCEMENT BAR
No. of bars Total no. of
bars=
N0. Name of structure Location Bar shape Ø(mm) L(m) a b c (a*b*c) Ø6 Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø24

1 Footing (Mesh) Footing-1 12 2.3 1694 1694 1129 4517 0 0 0 10388.64 0 0 0 0

2 Mesh footing-2 12 2.3 1694 1694 1129 4517 0 0 0 10388.64 0 0 0 0
3 Mesh Footing-3 12 2.3 1694 1694 1129 4517 0 0 0 10388.64 0 0 0 0
4 Mesh Footing-4 12 2.3 1694 1694 1129 4517 0 0 0 10388.64 0 0 0 0
5 Mesh Footing-5 12 2.3 1694 1694 1129 4517 0 0 0 10388.64 0 0 0 0
6 Mesh Footing-6 12 2.3 1694 1694 1129 4517 0 0 0 10388.64 0 0 0 0
0 0 0
8 Footing-Columon Footing Columon-1 16 4.8 565 565 1129 4517 0 0 0 0 0 21861.312 0 0
9 Footing Columon-2 16 4.8 565 565 1129 9034 0 0 0 0 0 43722.624 0 0
10 Footing Columon-3 16 4.8 565 565 1129 9034 0 0 0 0 0 43722.624 0 0
11 Footing Columon-4 16 4.8 565 565 1129 9034 0 0 0 0 0 43722.624 0 0
12 Footing Columon-5 16 4.8 565 565 1129 9034 0 0 0 0 0 43722.624 0 0
13 Footing Columon-6 16 4.8 565 565 1129 9034 0 0 0 0 0 43722.624 0 0
0 0 0
15 Gread Beam Axis A 14 20.0 565 565 282 1412 0 0 0 0 28230 0 0 0
16 Axis B 14 20.0 565 565 282 1412 0 0 0 0 28230 0 0 0
17 Axis C 14 20.0 565 565 282 1412 0 0 0 0 28230 0 0 0
18 Axis D 14 20.0 565 565 282 1412 0 0 0 0 28230 0 0 0
19 Axis E 14 20.0 565 565 282 1412 0 0 0 0 28230 0 0 0
20 Axis F 14 20.0 565 565 282 1412 0 0 0 0 28230 0 0 0
21 Axis G 14 20.0 565 565 282 1412 0 0 0 0 28230 0 0 0
30 Axis 1 14 20.0 565 565 565 1694 0 0 0 0 33876 0 0 0
31 Axis 2 14 20.0 565 565 565 1694 0 0 0 0 33876 0 0 0
32 Axis 3 14 20.0 565 565 565 1694 0 0 0 0 33876 0 0 0
33 Axis 4 14 20.0 565 282 565 1412 0 0 0 0 28230 0 0 0
34 Axis 5 14 20.0 565 282 565 1412 0 0 0 0 28230 0 0 0
35 Axis 6 14 20.0 565 565 565 1694 0 0 0 0 33876 0 0 0
0 0 0
8 Footing-Columon Columon-1 16 4.8 565 565 2258 6775 0 0 0 0 0 32791.968 0 0
9 Columon-2 16 4.8 565 565 2258 13550 0 0 0 0 0 65583.936 0 0
10 Columon-3 16 4.8 565 565 2258 13550 0 0 0 0 0 65583.936 0 0
11 Columon-4 16 4.8 565 565 2258 13550 0 0 0 0 0 65583.936 0 0
12 Columon-5 16 4.8 565 565 2258 13550 0 0 0 0 0 65583.936 0 0
13 Columon-6 16 4.8 565 565 2258 13550 0 0 0 0 0 65583.936 0 0
0 0 0
58 Top Tie Beam Axis A 14 8.0 565 565 565 1694 0 0 0 0 13550.4 0 0 0
59 Axis B 14 8.0 282 282 565 1129 0 0 0 0 9033.6 0 0 0
60 Axis C 14 8.0 282 282 565 1129 0 0 0 0 9033.6 0 0 0
61 Axis D 14 8.0 565 565 565 1694 0 0 0 0 13550.4 0 0 0
62 Axis E 14 8.0 565 565 565 1694 0 0 0 0 13550.4 0 0 0
63 Axis F 14 8.0 282 282 565 1129 0 0 0 0 9033.6 0 0 0
64 Axis G 14 8.0 282 282 565 1129 0 0 0 0 9033.6 0 0 0
72 Axis 1 14 8.0 565 565 565 1694 0 0 0 0 13550.4 0 0 0
73 Axis 2 14 8.0 847 847 565 2258 0 0 0 0 18067.2 0 0 0
74 Axis 3 14 8.0 282 565 565 1412 0 0 0 0 11292 0 0 0
75 Axis 4 14 8.0 282 565 565 1412 0 0 0 0 11292 0 0 0
76 Axis 5 14 8.0 565 565 565 1694 0 0 0 0 13550.4 0 0 0
77 Axis 6 14 8.0 565 565 565 1694 0 0 0 0 13550.4 0 0 0
0 0 0
79 Fotting Columon Footing Columon-1 Stirups 8 9.2 565 565 282 5646 0 51943.2 0 0 0 0 0 0
80 Footing Columon-2 Stirups 8 9.2 565 565 282 5646 0 51943.2 0 0 0 0 0 0
81 Footing Columon-3 Stirups 8 9.2 565 282 282 4517 0 41554.56 0 0 0 0 0 0
82 Footing Columon-4 Stirups 8 9.2 565 282 282 4517 0 41554.56 0 0 0 0 0 0
83 Footing Columon-5 Stirups 8 9.2 565 282 282 4517 0 41554.56 0 0 0 0 0 0
84 Footing Columon-6 Stirups 8 9.2 565 282 282 4517 0 41554.56 0 0 0 0 0 0
0 0 0
86 Gread Beam Axises From A-G Stirups 8 9.6 565 565 282 1412 0 13550.4 0 0 0 0 0 0
87 Axises From 1-6 Stirups 8 9.9 565 565 282 1412 0 13973.85 0 0 0 0 0 0
90 Top Tie Beam Axises From A-G Stirups 8 9.5 565 565 282 1412 0 13409.25 0 0 0 0 0 0
91 Axises From 1-6 Stirups 8 9.5 565 565 282 1412 0 13409.25 0 0 0 0 0 0
Total Length (m) 0 324447.39 0 62331.84 547662 601186.08 0 0
Unit weight (kg/m) 0.222 0.395 0.617 0.888 1.21 1.58 2.47 3.553
Total weight (kg) 0.00 128156.72 0.00 55350.67 662671.02 949874.01 0.00 0.00

SUMMARY OF REINFORCEMENT BAR

DIAMETER Ø6 Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø24
WEIGHT 0.00 128156.72 0.00 55350.67 662671.02 949874.01 0.00 0.00
0 137512.1595 0 59391.27 711046.004 1019214.81 0 0
TOTAL SU 1,927,164.25

50
 Substructure & Supper Structure REINFORCEMENT BAR
No. of bars Total no.
of bars=
N0. Name of structure Location Bar shape Ø(mm) L(m) a b c (a*b*c) Ø6 Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø24

1 Footing (Mesh) Footing-1 12 2.3 1129 706 565 2400 0 0 0 5519.146601 0 0 0 0

2 Mesh footing-2 12 2.3 1129 706 565 2400 0 0 0 5519.146601 0 0 0 0
3 Mesh Footing-3 12 2.3 1129 706 565 2400 0 0 0 5519.146601 0 0 0 0
4 Mesh Footing-4 12 2.3 1129 706 565 2400 0 0 0 5519.146601 0 0 0 0
8 Footing-Columon Footing Columon-1 16 4.8 565 282 282 2258 0 0 0 0 0 10931.01567 0 0
9 Footing Columon-2 16 4.8 565 282 282 4517 0 0 0 0 0 21862.03134 0 0
10 Footing Columon-3 16 4.8 565 282 282 4517 0 0 0 0 0 21862.03134 0 0
11 Footing Columon-4 16 4.8 565 282 282 4517 0 0 0 0 0 21862.03134 0 0
15 Gread Beam Axis A 14 10.0 565 282 141 988 0 0 0 0 9880.825116 0 0 0
16 Axis B 14 10.0 282 282 141 706 0 0 0 0 7057.732226 0 0 0
30 Axis 1 14 10.0 282 282 141 706 0 0 0 0 7057.732226 0 0 0
31 Axis 2 14 10.0 282 282 141 706 0 0 0 0 7057.732226 0 0 0
8 Footing-Columon Columon-1 16 4.8 282 282 141 1412 0 0 0 0 0 6831.884795 0 0
9 Columon-2 16 4.8 282 282 141 2823 0 0 0 0 0 13663.76959 0 0
10 Columon-3 16 4.8 282 282 141 2823 0 0 0 0 0 13663.76959 0 0
11 Columon-4 16 4.8 282 141 141 2258 0 0 0 0 0 10931.01567 0 0
58 Top Tie Beam Axis A 14 8.0 282 141 141 565 0 0 0 0 4516.948624 0 0 0
59 Axis B 14 8.0 282 282 141 706 0 0 0 0 5646.185781 0 0 0
60 Axis C 14 8.0 282 282 141 706 0 0 0 0 5646.185781 0 0 0
61 Axis D 14 8.0 282 282 141 706 0 0 0 0 5646.185781 0 0 0
72 Axis 1 14 8.0 282 282 141 706 0 0 0 0 5646.185781 0 0 0
73 Axis 2 14 8.0 282 141 141 565 0 0 0 0 4516.948624 0 0 0
79 Fotting Columon Footing Columon-1 Stirups 8 9.3 282 141 141 2258 0 21003.8111 0 0 0 0 0 0
80 Footing Columon-2 Stirups 8 9.3 282 141 141 2258 0 21003.8111 0 0 0 0 0 0
81 Footing Columon-3 Stirups 8 9.3 282 141 141 2258 0 21003.8111 0 0 0 0 0 0
82 Footing Columon-4 Stirups 8 9.3 282 141 141 2258 0 21003.8111 0 0 0 0 0 0
86 Gread Beam Axises From A-B Stirups 8 10.0 282 141 141 565 0 5646.185781 0 0 0 0 0 0
87 Axises From 1-2 Stirups 8 10.0 282 141 141 565 0 5646.185781 0 0 0 0 0 0
90 Top Tie Beam Axises From A-B Stirups 8 10.0 282 141 141 565 0 5646.185781 0 0 0 0 0 0
91 Axises From 1-2 Stirups 8 10.0 282 141 141 565 0 5646.185781 0 0 0 0 0 0
Total Length (m) 0 106599.9875 0 22076.5864 62672.66216 121607.5493 0 0
Unit weight (kg/m) 0.222 0.395 0.617 0.888 1.21 1.58 2.47 3.553
Total weight (kg) 0.00 42107.00 0.00 19604.01 75833.92 192139.93 0.00 0.00

SUMMARY OF REINFORCEMENT BAR

DIAMETE Ø6 Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø24
WEIGHT 0.00 42107.00 0.00 19604.01 75833.92 192139.93 0.00 0.00
0 45180.80572 0 21035.10136 81369.79747 206166.1427 0 0
TOTAL SU 353,751.85

51
 PROJECT:- FENCE WORK
LOCATION :- AMHARA REGION AMHARA REGION NORTH SHEWA ZONE Zone, BULGA TOWN
CONSULTANT:-Sarzna Engineering Consultancy p.l.c
OWNER :-PETROSKY TRADING PLC.
Substructure & Supper Structure REINFORCEMENT BAR
No. of bars Total no.
of bars=
N0. Name of structure Location Bar shape Ø(mm) L(m) a b c (a*b*c) Ø6 Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø24

1 Footing (Mesh) Footing-1 12 2.3 1694 1694 1129 4517 0 0 0 10388.98184 0 0 0 0

2 Mesh footing-2 12 2.3 1694 1694 1129 4517 0 0 0 10388.98184 0 0 0 0
3 Mesh Footing-3 12 2.3 1694 1694 1129 4517 0 0 0 10388.98184 0 0 0 0
4 Mesh Footing-4 12 2.3 1694 1694 1129 4517 0 0 0 10388.98184 0 0 0 0
5 Mesh Footing-5 12 2.3 1694 1694 1129 4517 0 0 0 10388.98184 0 0 0 0
6 Mesh Footing-6 12 2.3 1694 1694 1129 4517 0 0 0 10388.98184 0 0 0 0
0 0 0
8 Footing-Columon Footing Columon-1 16 4.8 565 565 1129 4517 0 0 0 0 0 21862.03134 0 0
9 Footing Columon-2 16 4.8 565 565 1129 9034 0 0 0 0 0 43724.06269 0 0
10 Footing Columon-3 16 4.8 565 565 1129 9034 0 0 0 0 0 43724.06269 0 0
11 Footing Columon-4 16 4.8 565 565 1129 9034 0 0 0 0 0 43724.06269 0 0
12 Footing Columon-5 16 4.8 565 565 1129 9034 0 0 0 0 0 43724.06269 0 0
13 Footing Columon-6 16 4.8 565 565 1129 9034 0 0 0 0 0 43724.06269 0 0
0 0 1129
15 Gread Beam Axis A 14 45.0 565 565 1129 2258 0 0 0 0 101631.3441 0 0 0
16 Axis B 14 45.0 565 565 1129 2258 0 0 0 0 101631.3441 0 0 0
30 Axis 1 14 17.0 565 565 1129 2258 0 0 0 0 38394.06331 0 0 0
31 Axis 2 14 17.0 565 565 1129 2258 0 0 0 0 38394.06331 0 0 0
0 0 0
8 Footing-Columon Columon-1 16 4.8 565 565 1129 4517 0 0 0 0 0 21862.03134 0 0
9 Columon-2 16 4.8 565 565 1129 9034 0 0 0 0 0 43724.06269 0 0
10 Columon-3 16 4.8 565 565 1129 9034 0 0 0 0 0 43724.06269 0 0
11 Columon-4 16 4.8 565 565 1129 9034 0 0 0 0 0 43724.06269 0 0
12 Columon-5 16 4.8 565 565 1129 9034 0 0 0 0 0 43724.06269 0 0
13 Columon-6 16 4.8 565 565 1129 9034 0 0 0 0 0 43724.06269 0 0
0 0 1129
58 Top Tie Beam Axis A 14 45.0 565 565 1129 2258 0 0 0 0 101631.3441 0 0 0
59 Axis B 14 45.0 565 565 1129 2258 0 0 0 0 101631.3441 0 0 0
72 Axis 1 14 17.0 565 565 1129 2258 0 0 0 0 38394.06331 0 0 0
73 Axis 2 14 17.0 847 847 1129 2823 0 0 0 0 47992.57914 0 0 0
0 0 1129
79 Fotting Columon Footing Columon-1 Stirups 8 9.2 565 565 1129 9034 0 83111.85469 0 0 0 0 0 0
80 Footing Columon-2 Stirups 8 9.2 565 565 1129 9034 0 83111.85469 0 0 0 0 0 0
81 Footing Columon-3 Stirups 8 9.2 565 565 1129 9034 0 83111.85469 0 0 0 0 0 0
82 Footing Columon-4 Stirups 8 9.2 565 565 1129 9034 0 83111.85469 0 0 0 0 0 0
83 Footing Columon-5 Stirups 8 9.2 565 565 1129 9034 0 83111.85469 0 0 0 0 0 0
84 Footing Columon-6 Stirups 8 9.2 565 565 1129 9034 0 83111.85469 0 0 0 0 0 0
0 0 1129
86 Gread Beam Axises From A-B Stirups 8 9.6 565 565 1129 2258 0 21681.3534 0 0 0 0 0 0
87 Axises From 1-2 Stirups 8 9.9 565 565 1129 2258 0 22358.89569 0 0 0 0 0 0
90 Top Tie Beam Axises From A-B Stirups 8 9.5 565 565 1129 2258 0 21455.50597 0 0 0 0 0 0
91 Axises From 1-2 Stirups 8 9.5 565 565 1129 2258 0 21455.50597 0 0 0 0 0 0
Total Length (m) 0 585622.3892 0 62333.89102 614869.6315 480964.6895 0 0
Unit weight (kg/m) 0.222 0.395 0.617 0.888 1.21 1.58 2.47 3.553
Total weight (kg) 0.00 231320.84 0.00 55352.50 743992.25 759924.21 0.00 0.00

SUMMARY OF REINFORCEMENT BAR

DIAMETER Ø6 Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø24
WEIGHT 0.00 231320.84 0.00 55352.50 743992.25 759924.21 0.00 0.00
TOTAL SU 0 238260.469 0 57013.07 766312.02 782721.94 0 0
1,844,307.50

52
 PROJECT:- TOILETE
LOCATION :- AMHARA REGION AMHARA REGION NORTH SHEWA ZONE Zone, BULGA TOWN
CONSULTANT:-Sarzna Engineering Consultancy p.l.c
OWNER :-PETROSKY TRADING PLC.
Substructure & Supper Structure REINFORCEMENT BAR
No. of bars Total no.
Name of of bars=
N0. structure Location Bar shape Ø(mm) L(m) a b c (a*b*c) Ø6 Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø24

1 Footing (Mesh) Footing-1 12 2.3 1694 1694 5082 7340 0 0 0 16882.09548 0 0 0 0

2 Mesh footing-2 12 2.3 1694 1694 5082 7340 0 0 0 16882.09548 0 0 0 0
3 Mesh Footing-3 12 2.3 1694 1694 5082 7340 0 0 0 16882.09548 0 0 0 0
4 Mesh Footing-4 12 2.3 1694 1694 5082 7340 0 0 0 16882.09548 0 0 0 0
8 Footing-Columon Footing Columon-1 16 4.8 1694 847 2541 7905 0 0 0 0 0 38258.55485 0 0
9 Footing Columon-2 16 4.8 1694 847 2541 15809 0 0 0 0 0 76517.1097 0 0
10 Footing Columon-3 16 4.8 1694 847 2541 15809 0 0 0 0 0 76517.1097 0 0
11 Footing Columon-4 16 4.8 1694 847 2541 15809 0 0 0 0 0 76517.1097 0 0
15 Gread Beam Axis A 14 12.0 1694 423 1270 2258 0 0 0 0 27101.69175 0 0 0
16 Axis B 14 12.0 423 423 1270 1835 0 0 0 0 22020.12454 0 0 0
30 Axis 1 14 12.0 423 423 1270 1835 0 0 0 0 22020.12454 0 0 0
31 Axis 2 14 12.0 423 423 1270 1835 0 0 0 0 22020.12454 0 0 0
8 Footing-Columon Columon-1 16 4.8 847 847 2541 7340 0 0 0 0 0 35525.80093 0 0
9 Columon-2 16 4.8 847 847 2541 14680 0 0 0 0 0 71051.60186 0 0
10 Columon-3 16 4.8 847 847 2541 14680 0 0 0 0 0 71051.60186 0 0
11 Columon-4 16 4.8 847 847 2541 14680 0 0 0 0 0 71051.60186 0 0
58 Top Tie Beam Axis A 14 12.0 423 423 1270 1835 0 0 0 0 22020.12454 0 0 0
59 Axis B 14 12.0 423 423 1270 1835 0 0 0 0 22020.12454 0 0 0
60 Axis C 14 12.0 423 423 1270 1835 0 0 0 0 22020.12454 0 0 0
61 Axis D 14 12.0 423 423 1270 1835 0 0 0 0 22020.12454 0 0 0
72 Axis 1 14 8.0 423 423 1270 1835 0 0 0 0 14680.08303 0 0 0
73 Axis 2 14 8.0 423 423 1270 1835 0 0 0 0 14680.08303 0 0 0
79 Fotting Columon Footing Columon-1 Stirups 8 9.3 847 847 2541 14680 0 136,524.77 0 0 0 0 0 0
80 Footing Columon-2 Stirups 8 9.3 847 847 2541 14680 0 136,524.77 0 0 0 0 0 0
81 Footing Columon-3 Stirups 8 9.3 847 847 2541 14680 0 136,524.77 0 0 0 0 0 0
82 Footing Columon-4 Stirups 8 9.3 847 847 2541 14680 0 136,524.77 0 0 0 0 0 0
86 Gread Beam Axises From A-B Stirups 8 10.0 847 847 2541 3670 0 36,700.21 0 0 0 0 0 0
87 Axises From 1-2 Stirups 8 10.0 847 847 2541 3670 0 36,700.21 0 0 0 0 0 0
90 Top Tie Beam Axises From A-B Stirups 8 10.0 847 847 2541 3670 0 36,700.21 0 0 0 0 0 0
91 Axises From 1-2 Stirups 8 10.0 847 847 2541 3670 0 36,700.21 0 0 0 0 0 0
Total Length (m) 0 692,899.92 0 67528.38194 210602.7296 516490.4905 0 0
Unit weight (kg/m) 0.222 0.395 0.617 0.888 1.21 1.58 2.47 3.553
Total weight (kg) 0.00 273695.47 0.00 59965.20 254829.30 816054.97 0.00 0.00

SUMMARY OF REINFORCEMENT BAR

DIAMETER Ø6 Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø24
WEIGHT 0.00 273695.47 - 59,965.20 254,829.30 816,054.97 - -
0 293675.2372 0 64342.663 273431.8419 875626.9881 0 0
TOTAL SUM 1,507,076.73

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