GRAND SUMMARY

Item Description Unit Amount

1 Addition Work Birr 2,101,523.87
2 Exceeding Work Birr 450,643.69
3 Omission Work Birr (1,184,298.78)
4 Less Work Birr (574,826.80)
Total 793,041.98
VAT 15% 118,956.30
Grand Total 911,998.28
 ADDITION WORK SUMMARY
Item Description Unit Amount
1 Guard house Birr 536,540.17
2 Fence Birr 884,070.44
Shutter Door and Elevation
Birr
3 Wall 680,913.26
4 Ramp Work Birr 166,564.36
Total 2,101,523.87
 SUMMARY FOR ADDITION FENCE
Item no Description Unit AMOUNT
1 Metal work Birr 884,070.44
TOTAL 884,070.44
 FENCE
1 Metal Works
supply and fix rhs fence structures as shown in the detail structural drawing price shall
include J BOLT, WASHER two coats of anti rust and all necessary works
a RHS 40*40*3mm posts kg 642.16 328.47 210930.2952
b RHS30*30*3mm horizontal kg 655.32 328.47 215252.9604
c RHS 20*20*3mm grill kg 1336.00 328.47 438835.92
d RHS 80*80*3mm posts kg 58.00 328.47 19051.26
Total carried Summary 884070.4356
Total carried Summary 884,070.44
 Take off sheet
Project:- wereda 09 site
Typology:-G+0 garbage storage
Take off sheet No.: Fence
TIM DIMN TOTAL Description TIM
1.STEEL STRUCTURAL WORKS
RHS Door
Supply and Fix RHS for fence
1 1.6 1. 20*20*3mm post conversion factor 1.6kg/m
835 1336.00 kg

2 3.49 2. 40*40*3mm post

92 642.16 kg
3. 30*30*3mm horizontal member
1 2.54 conversion factor
258.00 length
655.32 kg
1 7.25 4. 80*80*3mm post
8 58.00 kg
2691.48 kg total

CONTRACTOR :- ------------------------ S. SUPERVISOR :- ------------------------ R. ENGINEER :- ------

 Consultant:-_________________
Contractor:-_______________
Site Name:-_________________

DIMN TOTAL Description

----- R. ENGINEER :- ----------------------------

 Guard House Addition Summary
Item No Description Unit Amount
1 Excavation and Earth work Birr 10,722.76
2 masonry work Birr 20,587.88
3 concrete work Birr 7,869.26
4 metal work Birr 479,708.61
5 painting work Birr 5,226.91
6 finishing work Birr 4,104.87
7 Electrical work Birr 8,319.88
TOTAL 536,540.17
 Item Description
No Unit Quantity Rate Amount
1. EXCAVATION AND EARTH WORK
1.1 Clear the site to remove the top soil to depth of 20cm. m2 6.3 68.41 427.6
Excavate for foundation trench in ordinary soil to a depth of 60cm.
1.2
starting from reduced ground level. m3 1.2 558.68 670.4
Selected granular material back fill, around massonry,stare and ramp.
1.3
m3 1.0 2,101.25 2,101.3
Supply and lay 25cm thick basaltic or equivalent stone hard core well rolled and
1.4 consolidated with crushed stone. M2
4.0 747.94 2,991.8
1.5 cartaway the excavated material to a distance 5km m3 4.3 374.28 1,616.9
Total Carried To Summary .................... 7,807.88
2 MASONRY WORK
50cm. thick trachytic or equivalent stone masonry foundation wall below N.G.L.
2.1 bedded and joined in cement mortar (1:3). m3 2.0 5,092.0 10,184.0
50cm. thick trachytic or equivalent stone masonry foundation wall above N.G.L.
2.2 bedded and joined in cement mortar (1:3). m3 0.8 5,275.2 4,220.2
Total Carried To Summary .................... 14,404.19
3 CONCRETE WORK
50mm lean concrete quality C-5, 150 kg of cement/m3 under grade beam, masonry
3.1 wall and other.
a) under masonry m² 4.0 416.1 1,664.4
Reinforced concrete grade C-25 concrete cast into formworks and vibrated around rod
3.2 reinforcement bars.
a) For 80x80 mm post m3 0.14 11,612.7 1,672.2
3.3 10cm thick c-15 concrete floor slab m² 4.0 999.6 3,998.4
Total Carried To Summary .................... 7,335.07
4 METAL WORK
A. ALUMININUM WORK
Supply and fix aluminum window and door. Frame manufactured
from tubular frame, Alcho 5 profile or equivalent 2mm thick ,
silcant and panel wall according to the drawing. Price shall
include iron mongory, ASSA or equivalent type of cylinderical
lock, hinges,handles, rubber sill & all necessary works, material
& accessories to full fill the job. All aluminum doors type shall be
approved by the engineer.
4.1 1.6mm thick aluminium framed window with 8mm thick glazed m2 13.7 13,804.0 188,976.8
4.3 Supply and fix 4mm thick aluminium wall clading and ceeling m2 4.0 3,560.4 14,241.5
B. STEEI STRUCTURE WORK
4.4 Supply and construct RHS for doors and Roof truss
according to the detail drawing design attached to this
BOQ.price shall include welding, and other necessary
work to fulfill the job.
a) 80x80x3mm thick RHS Kg 333.50 328.47 109,544.7
b) 40x40x3mm thick RHS Kg 198.93 328.47 65,342.5
c)40*20*3mm thick RHS Kg 195.44 328.47 64,196.2
4.5 Supply and fix 1mm thick metal sheet Louver Wall Price
shall include welding and fixing of the louver. M2 16.00 2,042.83 32,685.3
4.6 Supply & fix 1mm thick lamera or metal sheet Price
shall include welding and other necessary civil works. M2 4.00 1,999.77 7,999.1
4.70 supply and fix PVC ceiling fixed on 4*5 cm ceiling m2 4.00 1,440.90
batten. Price shall include all accessoried or equivalent
material complete with all hanging and fixing 5763.6
accessories.
TOTAL CARRIED TO SUMMARY…………………………………… 488,749.68
5. PAINTING WORK
5.1 Supply and apply one coat of antirust and two coats of
metal paint to metal surface,metal, RHS,decorative
metal panel, louver and other metal surface .Price shall
include one coat of primer and all other necessary civil
work to fulfill the job.
M2 16.00 205.78 3,292.5
TOTAL CARRIED TO SUMMARY…………………………………… 3,292.54
6 FINISHING WORK
Apply cement screed in concrete surface . Price shall include pre-cleaning and
6.1 preparation of the surface.
a) To ground floor m2 4.00 1,026.2 4,104.9
Total Carried To Summary .................... 4,104.87
Electrical Works
1.4 LIGHT POINTS

light points fed through PVC insulated conductors 2x2.5sqmm inside PVC crochet conduits
a of 16mm diameter including junction boxes with cover and insulting sctrew cap connectors no 1 2810.36 2,810.4
1.5 extra over light points No 0.0
a flush mounting single switch No 1 519.73 519.7
1.6 SOCKET OUTLET POINTS 0.0
16A/1P single socket outlet points fed through PVC insulated conductors of 3x2.5mm2
inside PVC conduits of 16mm diameter including junction boces with covers and insulating
a screw cap connections No 1 3297.57 3,297.6
1.7 socket outlets 0.0
flush mounting single socket outlet of 16A/1P No 1 521.05 521.1
LIGHTING FITTING AND LAMPS 0.0
LED round panel, 18W lp67 No 1 1171.17 1,171.2
Total Carried To Summary .................... 8,319.88
 Take off sheet
Project:- wereda 09 site Consultant:-_________________
Typology:-G+0 garbage storage Contractor:-_______________
Guard house Site Name:-_________________

TIM DIMN TOTAL Description TIM DIMN TOTAL Description

1.EXCAVATION 3 CONCRETE WORK
Clear the site to remove the top soil to depth of 50mm lean concrete quality C-5, 150 kg of
20cm. cement/m3 under grade beam, masonry wall and
other.

2.5 4 2.00
2.5 0.5
6.25 4.0
Excavate for foundation trench in ordinary soil Reinforced concrete grade C-25 concrete cast into
to a depth of 60cm. starting from reduced formworks and vibrated around rod reinforcement
ground level. bars.
2 4 0.4 a) For 80x80 mm post
2 0.30
0.30 1.20 0.30 0.14
Selected granular material back fill, around 10cm thick c-15 concrete floor slab
massonry,stare and ramp.
2.00 2.00
2 2.00 4.00
0.25 1.00 4 METAL WORK
A. ALUMININUM WORK
Supply and lay 25cm thick basaltic or equivalent Supply and fix aluminum window and door.
stone hard core well rolled and consolidated with Frame manufactured from tubular frame,
crushed stone. Alcho 5 profile or equivalent 2mm thick ,
silcant and panel wall according to the
2
drawing.
2 4 1.85
4 1.85
2 MASONRY WORK 13.69
cartaway the excavated material to a distance Supply and fix pvc ceiling
5km
1.8 2.00
2.4 2.00 4.00
4.32 B. STEEI STRUCTURE WORK
2 MASONRY WORK Supply and construct RHS for doors and Roof
truss according to the detail drawing design
attached to this BOQ.price shall include
welding, and other necessary work to fulfill
the job.

50cm. thick trachytic or equivalent stone a) 80x80x3mm thick RHS

masonry foundation wall below N.G.L. bedded
and joined in cement mortar (1:3).
7.25
4 2.00 46.00 333.50
0.5 b) 40x40x3mm thick RHS
0.5 2.00 3.49
50cm. thick trachytic or equivalent stone
masonry foundation wall above N.G.L. bedded 57.00 198.93
and joined in cement mortar (1:3).

4 2 3.49 c)40*20*3mm thick RHS

0.5 56 195.44
0.2 0.80
CONTRACTOR :- ------------------------ S. SUPERVISOR :- ------------------------ R. ENGINEER :- ----------------------------
 Take off sheet
Project:- wereda 07 site Consultant:-_________________
Typology:-G+0 garbage storage Contractor:-_______________
guard house Site Name:-_________________

TIM DIMN TOTAL Description TIM DIMN TOTAL Description

Supply and fix 1mm thick metal
sheet Louver Wall Price shall include
welding and fixing of the louver.

4 2
2
16.00
Supply & fix 1mm thick lamera or
metal sheet Price shall include
welding and other necessary civil
works.

1 2
2
4.00
5. PAINTING WORK
Supply and apply one coat of antirust and
two coats of metal paint to metal
surface,metal, RHS,decorative metal
panel, louver and other metal
surface .Price shall include one coat of
primer and all other necessary civil work
to fulfill the job.
4 2
2
16
6 FINISHING WORK
Apply cement screed in concrete surface .
Price shall include pre-cleaning and
preparation of the surface.
2
2
4
electrical
light point
1 1.00
one way switch
1 1.00
socket out let
1 1.00

CONTRACTOR :- ------------------------ S. SUPERVISOR :- ------------------------ R. ENGINEER :- ----------------------------

 summary for Ramp
Item no Description Unit AMOUNT
1 Excavation & Earth work Birr 38,161.13
2 Masonry work Birr 25,251.14
3 Concrete work Birr 103,152.09
TOTAL 166,564.36
 BOQ & Specification
RAMP WORK
Item No Description Unit Quantity Rate Amount
1.excavation and earth work

Bulk excavation to a depth not exceeding 1500cm to

1.1 the area. Maximum depth to be excavated is 40cm m3 12.08 490.13 5918.38

25cm thick balastic stone or equivalent hard-core well

1.2 rolled consolidated and blinded with crushed stone m2 40.25 729.08 29345.60

1.3 cartaway the excavated material to a distance 5km m3 12.075 239.93 2897.15
sum 38161.13
2.0 masonry work
50cm thick trachitic or equivalent stone masonry foundation wall below
2.1 m3 2.63 4,809.74 12625.57
NGL.bedded and joined in cement mortar
50cm thick trachitic or equivalent stone masonry foundation wall Above
4,809.74 12625.57
2.2 NGL.bedded and joined in cement mortar m3 2.63
sum 25251.14
3.concrete work
reinforced concrete in c-25 with minimum cement
content of 360kg/m3 filled and vibrated into form
work and around rienforcement bar. Form work and
reinforcement bar measured separatly.
3.1 In 15 cm ground slab m3 6.04 10874.52 65654.94
20mm styrofoam filler for expansion joint between
3.2 middle of slab( two direction) ml 9.00 120.04 1080.33
provide cut and fix in position plywood
metalformwork or equivalent formwork 0.00
3.3 In 15 cm ground slab m2 2.25 872.88 1963.97
reinforcement steel bar according to the structural
drawing. Price shall include cutting bending and
placing in position.
3.4 dia 8mm kg 215.47 159.89 34452.85
sum 103152.09
 Take off sheet
Project:- wereda 09 site Consultant:-_________________
Typology:-G+0 garbage storage Contractor:-_______________
Take off sheet No.: Fence Site Name:-_________________

TIM DIMN TOTAL Description TIM DIMN TOTAL Description

1.excavation and earth work
RHS Door 3.3 form work
3.5 1.1 bulk excavation 1 0.15
1 11.5 1. 20*20*3mm post conversion factor 1.6kg/m 11.50 1.72
0.3 12.08 m3 2 0.15
3.50 0.53
1 11.5 2 hard core 2.25 m2
3.5 40.25 m2 3.4 8mm dia bar
1.3 cartaway 24 11.50 c/c 15cm
1 12.08 0.40 109.02
77 3.50
12.08 m3 0.40 106.45

3 0.5 2.0 masonry work 215.47 kg

3.5
0.5 2.63 m3 bgl
3 0.5
3.5
0.5 2.63 m3 agl
3.concrete work
1 11.50 slab
3.5
0.15 6.04 m3

1 3.2 20cm stryfoam

9
9.00 m

CONTRACTOR :- ------------------------ S. SUPERVISOR :- ------------------------ R. ENGINEER :- ----------------------------

 summary for shutter door and elevation wall
Item no Description Unit AMOUNT
1 steel structure work Birr 96,676.86
2 metal work Birr 584,236.40
TOTAL 680,913.26
 BOQ & Specification
Project :- Elevation wall and shutter door
Description
Item no UNIT Qty RATE Amount
1.STEEL STRUCTURAL WORKS
supply and fix steel structures as shown in the
detail structural drawing price shall include,
WASHER two coats of anti rust and all
necessary works
. ELEVATION WALL
Supply and fix EGA - 500, 0.4 prepainted sheet
Walling including washers. Price shall include
washer roofing nails and all the necessary works
and material to full fill the job. Wall measured in
horizontal projection.
1.1 m2 23.00 1421.7656 32700.6088
1.2 supply and fix 20x20mm 1.5mm thick wire mesh
wall welded on the frame above the shutter door
as shown on. Price includes washer self screew
naails and all th necessary works and material to
fullfill the job.
m2 18.40 1292.82 23,787.89
1.3 RHS 40*40*3mm horizomtal and vertical frame
kg 115.02 244.18 28,085.58
1.5 50*50*3mm ( horizontal support for shutter door
kg 49.57 244.18 12,102.78
Total carried to Summary 96,676.86
2.metal work
2.1 supply and fix electrically operate roller shutter
door made from galvanized steel. Includes
3phase moter per wired with a 5 pin 16 amp CE
plugg and 3 buttn low voltage slave station.
fitted with galvanized stel post for fast fitment to
temporary building.shall be built upon mrtal
frames.
-
a) door size 480x520Cm -
2.2 Electrically operated roller shutter doors mad
from steel galvanized shutter with all accessories
m2 49.92 10086.95 503,540.74
2.3 3phase motor per wired with a 5 pin 16 amp CE
plug and 3 button low voltage dynamo. m2 2.00 40347.83 80,695.66
Total carried to Summary 584,236.40
 Take off sheet
Project:- wereda 09 site Consultant:-_________________
Typology:-G+0 garbage storage Contractor:-_______________
Take off sheet No.: Exceeding works Site Name:-_________________

TIM DIMN TOTAL Description TIM DIMN TOTAL Description

1.STEEL STRUCTURAL WORKS
ELEVATION WALL
Supply and fix EGA - 500, 0.4 prepainted sheet Walling
including washers. Price shall include washer roofing nails
and all the necessary works and material to full fill the job.
Wall measured in horizontal projection.

2 2
5.75 23.00 m2
supply and fix 20x20mm 1.5mm thick wire mesh wall
welded on the frame above the shutter door as shown on.
Price includes washer self screew naails and all th
necessary works and material to fullfill the job.

2 1.6
5.75 18.40
50*50*3mm ( horizontal support for shutter door)
1 4.31 conversion factor
10.40 length
49.57
2.metal work
supply and fix electrically operate roller shutter door made
from galvanized steel. Includes 3phase moter per wired
with a 5 pin 16 amp CE plugg and 3 buttn low voltage
slave station. fitted with galvanized stel post for fast
fitment to temporary building.shall be built upon mrtal
frames.

a) door size 450x520Cm

Electrically operated roller shutter doors mad from steel
galvanized shutter with all accessories
2 4.80
5.2 49.92
3phase motor per wired with a 5 pin 16 amp CE plug and 3
button low voltage dynamo.
1 2 2

CONTRACTOR :- ------------------------ S. SUPERVISOR :- ------------------------ R. ENGINEER :- ----------------------------

 OMISION WORK
Item Description Unit Amount
1 garbage store Birr 157,167.94
2 Fence Birr 464,595.89
3 Guard House Birr 562,534.94
Total 1,184,298.78
Item
Description UNIT Cont. Qty RATE Amount
No
3. ROOFING
Supply &fix 200*25 mm tid wood facia board. Price shall include three coats of
3.4 m2 55.90 653.92 36554.13
varnish paint
Total carried to summary 36554.128
4.STEEL STRUCTURAL WORKS

supply and fix steel roof structures as shown in the detail structural drawing price
4.1 shall include J BOLT, WASHER two coats of anti rust and all necessary works
c. RHS 30X30X3mm vertical and diagonal rhs kg 347.23 347.36 120613.81
Total carried to summary 120613.8128
Total carried Summary 157,167.94
FENCE
2.0 concrete work
2.1 50mm thick lean concrete c-5 with minimum cement of 150kg/m3 under
m3
b) footing pad m3 5.76 387.73 2233.32
reinforced concrete in c-25 360kg cement/m3 filled in to formworks and
vibrated around rod reinforcement
steel abd formworks measured separately 0.00
a) footing pads m2 1.44 10558.71 15204.54
b) foundation columns m2 0.25 10953.98 2738.50
d) columns m2 3.33 11,365.08 37845.72
ditto but c-15 mass concrete 0.00
2.3 provide cut and fix in position sawn zigba formworks to 0.00
a) footing pads 845.06 4056.29
m2 4.8
b) foundation columns 845.06 3380.24
m2 4.00
d) columns 845.06 36337.58
m2 43.00
2.4 steel reinforcement according to drawing. Price includes cutting bending
0.00
placing in posion and tyres wires.
b) Dia 10mm Deformed kg 87.46 182.65 15974.57
Total carried Summary 117770.7556
4. BLOCK WORK
Supply and construct class-C 200X200X400mm HCB wall bedded in 167089.06
4.1 cementsand mortar mix ratio (1:3) both sides left for plastering. m2 145.9 1145.23
Total carried Summary 167089.057

supply and fix 1mm thick metal sheet two sides open door for main gate
assembeled to sizes and shapes of the door schedule according the
detailed drawing. Until price include RHS grill internal part of the door is
fix anchor bolts quality cylinderical lock. door stoppers and other
necessary accessories for completing the work. fence well all as shown
on the detail drawings applt two coats of antirust paint. price includes rhs
grill anchor bold and cleaning wire brushing and finally two coats of anti-
5.1 rust paint other necessary accesseries for completing the work.

RHS 60*60*3mm kg 132.35 328.47 43473.00

RHS60*40*3mm kg 61.48 328.47 20194.34
RHS 30*30*3mm kg 82.13 328.47 26977.24
Door size 540*140cm pcs 2 44545.75 89091.50
Total carried Summary 179736.0812
Total carried Summary 464,595.89
GUARD HOUSE
Item DISCRIPTION Unit Quantity Rate Amount
A. sub structure
1.00 excavation and earthwork
1.01 Clear the site to remove the top soil to depth of 20cm. m2 7.52 64.15 482.408
1.02 Excavate for foundation trench in ordinary soil to a depth of 75cm.
starting from reduced ground level. m3 1.51 203.56 307.3756
1.03 excavate for RHS post in ordinary soil to a depth of 100cm starting
from reducedground level m3 1.44 230.22 331.5168
1.04 cart away the excess excavated material to a convenient place of a
maximum distance 5kms m3 2.95 190.91 563.1845
Total carried Summary 1,684.48
3.CONCRETE WORK
5CM lean concrete quality C-5, 150 kg of cement/m3 under grade beam,
3.1
masonry wall and other. 0.0
a) under RHS POST m² 1.44 387.73 558.33
Reinforced concrete grade C-25 concrete cast into formworks and vibrated
3.2
around rod reinforcement bars. 0.0
a) Around RHS post m3 1.44 10,558.71 15,204.54
........... 15,762.87
 B.SUPER STRUCTURE
1.ROOFING

supply and fix EGA 500,04 prepainted sheet roofing including washers and roof
ridge cover price shall include washers roofing nails and all the necessary works
and materials to fulfill the job roof measured in horizontal projection.
1.1 m2 4.65 2010.9 9350.685
supply and fix PVC ceiling fixed on 4*5 cm ceiling batten. Price shall include all
accessoried or equivalent material complete with all hanging and fixing
1.2 accessories. m2 3.02 1440.9 4351.518
1.3 G-28 roof ridge cover with devt length 33cm ml 6.2 787.4 4881.88
........... 18,584.08
2.metal work
supply and fix metal doors and windows (glazing measurd separately) made of
38mm thick LTZ steel profile frames and 0.8mm thick sheet metal as per the
drawing. Price include best quality type of sylenderical door lock and one coat
anti rust with two coatsof synthetic enamel paint.
windows
a) w1 size 71x110cm no 2 3717.66 7435.32
b) w2 size x 110cm no 1 2775.16 2775.16
Doors
a) D1 size 74x210cm no 1 9125.85 9125.85
supply and fix cated galvinized EGA 300*0.4mm thick prepainted wall cover
fixed to RHS posts. Price shall include one coat antirust with two coats of
synthetic enamel paint ,welding bolta with nuts and fishers as shown in the
2.2 drawing and all necessary materials and works to complete the job. m2 17.55 1797.24 31541.562
supply and fix 6mm thick metal sheet for the slab as per the drawingprice shall
2.3 include all the necessary works. m2 3.02 15069.53 45509.9806
supply and fix 3mm thicknon slippery metal sheet for stair thread. Price shall
2.4 include all the necessary work. m2 3.48 7534.76 26220.9648
Total Carried to summary 122,608.84
3.Glazing
supply and fix 4mm thick clear glass to doors with proper sticking putty and
3.1 screew placed in metal frames price shall include all necessary works m2 2.31 1797.6 4152.456
Total Carried to summary 4,152.46
4.steel Treucture

supply and fix steel structures as shown in the detail structural drawing price
shall include J-BOLT washer two coats of anti rust and all necessary works.
4.1
RHS 30*30*3MM TRUSS kg 112.29 347.36 39005.0544
RHS 30*30*3MM STRUTS kg 6.87 347.36 2386.3632
RHS 20*20*2MM PURLIN kg 10.56 347.36 3668.1216
RHS POST 60*60*3.5MM kg 132.67 328.47 43578.1149
RHS POST 60*60*3MM kg 294.43 328.47 96711.4221
RHS POST 80*80*35MM kg 89.43 328.47 29375.0721
RHS POST 40*40*3MM kg 26.37 328.47 8661.7539
RHS 30*30*3MM kg 69.2 328.47 22730.124
RHS 100*100*3MM kg 267.01 328.47 87704.7747
Total Carried to summary 333820.8009
5.carpentery work
supply and fix 8mm thick chipwood to internal wall price shal include all
5.1 necessary eucalyptus 7*5 batten and nail placed in metal sheet wall m2 17.55 3272.7942 57437.53821
Total Carried to summary 57,437.54
1.electrical work
1.1 light points
light point fed through PVC insulated conductors 2*2.5sqmm inside pvc
conduilts of 16mm diameter including junction boxes with covers and insulating
a screew cap conectors NO 2 2810.36 5620.72
1.2 extra overlight points
a flush mounting single switch NO 1 519.73 519.73
1.3 lighting fittings and lamps
(specifies or equivalent approved
LED surface mounted 18W 2 1171.71 2343.42
SUM 8,483.87
Total Carried to summary 562,534.94
 LESS WORK

Item Description Unit Amount

1 Garbage store Birr 415,120.28
3 fence Birr 159,706.52
Total 574,826.80
Item
Description UNIT Cont. Qty RATE Amount
No
A - SUB STRUCTURE
1.EXCAVATION & EARTH WORK
1.01 Cleare the site to remove the top soil to a depth of 20cm m2 11.22 64.15 719.76
1.03 Excavation for isolated footing in ordinary soil to a depth not exceed 130 cm m3 37.86 230.22 8716.13
Trench excavation in ordinary soil to a depth not exceeding 60cm. strating from reduced
m3 7.66 230.22 1763.49
ground level for open ditch

1.07 cart away the excess excavated materials to a convenient place of a maximum distance 5km m3 9.55 190.91 1823.19
Total carried to summary 13022.5679
3- CONCRETE WORK
Reinforced concrete quality C-25 with minimum cement content of 360kg/m3 filled and
vibrated in to formwork and around reinforced bar. Formwork and rebar measured separately.

3.4 In Foundation column m3 0.53 10,953.98 5805.61

Reinforcement steel bar according to the structural drawing. Price shall include
3.10
cutting,bending and placing in position.
3.10.1 dia. 8mm deformed bar Kg 1,311.23 180.91 237214.62
Total carried to summary 243020.23
5 ALUMINUM WORK
5.1 All doors and window are manufactured from 1.6mm thick aluminum window and door
profile frames. All works should be cut and assembled to sizes and shapes of the window and
door schedule up on the drawing . Unit price includes all specified type of 6 mm thick glazing
work , anchor bolts, cylindrical locks, door stoppers and all other necessary accessories
specified or not on the shop drawing for completing the work all according to window and
door schedule

WINDOWS
W3=50*60cm pcs 1.00 3969.28 3969.28
DOORS
Total carried to summary 3969.28
6 WOODEN DOOR
6.1 All doors are manufactured from 40mm thick best quality plywood smooth finish flush
wooden door.. All works should be cut and assembled to sizes and shapes of the door
schedule up on the drawing . Unit price includes all specified type of anchor bolts,
cylindrical locks, door stoppers and all other necessary accessories specified or not on the
shop drawing for completing the work all according to window and door schedule

D2= 80*210cm pcs 2 18200.00 36400.00

Total carried to summary 36400.00
8 FINISHING

Apply approved Gypsum plaster with a minimum of 3mm over the two coats plastered
concreat surface.work &cost includes preparing the surface,preparing every working
8.3 materials etc.Application shall be done after well cured the plastered surface and as per
instruction of gypsum supplier &Arechitec/enginerr guidance. . Price shall include pre-
cleaning and preparation of the surface.
a) To internal wall surfaces and exposed beams & columns m2 445.00 137.76 61303.20
0.00
Total carried to summary 61303.2
9 PAINTING

Painting work shall include all preparation of surface to receive paints shall be washed and
dried prior to application of paint, and all areas affected by painting shall be washed and
cleaned using paint removers and cleaning at work completion. Apply three coats of durable
and washable quality not discoloration during cleaning and washing ,approved color plastic
emulsion paint.
9.2 Three coats of plastic paint to wall. Internal m2 445.00 129.00 57405.00
Total carried to summary 57405
415,120.28
FENCE
1- EXCAVATION & EARTH WORKS
1.1 Excavation of trench for a depth of 100cm m3 40.00 64.15 2566.00
1.2 excavation for main gate footing pads to a depth of not exceeding 100cm m3 5.76 230.22 1326.07
1.2 backfill around footing pads to depth of noot exceeding 100cm m3 11.08 1406.11 15579.70
1.3 remove surplus excavated material to a distance not exceeding 5km from site
6750.58
m3 35.36 190.91
Total carried Summary 26222.3436
2.0 concrete work
reinforced concrete in c-25 360kg cement/m3 filled in to formworks and
vibrated around rod reinforcement
 steel abd formworks measured separately 0.00
ditto but c-15 mass concrete 0.00
2.3 provide cut and fix in position sawn zigba formworks to 0.00
c) gradebeams 845.06 10140.72
m2 12.00
2.4 steel reinforcement according to drawing. Price includes cutting bending
placing in posion and tyres wires.
a) Dia 8mm deformed kg 91.99 180.91 16641.91
c) Dia 12mm Deformed kg 109.9 177 19452.30
Total carried Summary 46234.9309
6. Finishing
45185.50
6.1 supplyand apply thrde coats of plastering wall column and exposed beam m2 81.8 552.39
Total carried Summary 45185.502
7. Painting
apply quartz painting to external wall surface. Price shall include a prime coat 42063.74
of paint and manufactiring instruction m2 81.8 514.2267
Total carried Summary 42063.74406
Total carried Summary 159,706.52
 EXCEEDING WORK
Item Description Unit Amount
A. Sub Structure
1 Excavation Earth Work Birr 2,851.88
Sum A 2,851.88
B. Super structure
1 Concrete work Birr 21,166.29
2 Elevation wall Work Birr 14,559.78
3 Steel Structure Work Birr 140,467.22
7 Flooring Work Birr 29,061.68
8 Finishing Work Birr 124,724.14
9 Painting Work Birr 117,812.71
Sum B 447,791.81
Total Sum A+B 450,643.69
Item
Description UNIT Cont. Qty RATE Amount
No
A - SUB STRUCTURE
1.EXCAVATION & EARTH WORK
1.02 Bulk excavation over the site to reduce level up to a depth not exceeding 50cm m3 14.01 203.56 2851.88
Total carried to summary 2851.8756
B - SUPER STRUCTURE
1.CONCRETE WORK
1.09 dia. 14mm deformed bar Kg 84.38 175.71 14826.41
1.10 dia. 16mm deformed bar Kg 35.38 179.20 6339.88
Total carried to summary 21166.29076
2. Elevation wall
2.2 Ditto as item 2.1 above but 150mm thick m2 14.83 982.11 14559.78
Total carried to summary 14559.78075
4.STEEL
supply andSTRUCTURAL WORKSas shown in the detail structural drawing price shall
fix steel roof structures
4.1 include J BOLT, WASHER two coats of anti rust and all necessary works
upper and lower vertical and diagonal rhs truss
a.RHS 70X50X3mm purlin kg 31.0816 347.36 10796.50
f. RHS 60x60x3mm rafter and horizontal member kg 28.42 347.36 9871.97
g.RHS 40*40*3mm vertical and diagonal rhs kg 318.56 347.36 110656.39
h. Angel iron 50*50*5mm for ditch ml 6.64 1376.86 9142.35
Total carried to summary 140467.217216

7 FLOORING
7.1 5cm thick Cement sand screed smoothly finished flooring in mortar mix (1:3). m2 40.75 713.24 29061.68
Total carried to summary 29061.67704
8 FINISHING
8.2 Apply three coats of plastering in cement mortar (1:3). Price shall include edge work to
windows & doors, pre-cleaning and preparation of the surface.
a) To external wall surfaces m2 225.79 552.39 124724.14
Total carried to summary 124724.1381
9 PAINTING

Painting work shall include all preparation of surface to receive paints shall be washed and
dried prior to application of paint, and all areas affected by painting shall be washed and
cleaned using paint removers and cleaning at work completion. Apply three coats of durable
and washable quality not discoloration during cleaning and washing ,approved color plastic
emulsion paint.
9.1 Quartz paint to external wall. m2 225.79 521.78 117812.71
Total carried to summary 117812.7062
 Take off sheet
Project:- wereda 09 site
Typology:-G+0 garbage storage
Take off sheet No.: shutter door
TIM DIMN TOTAL Description TIM
1.STEEL STRUCTURAL WORKS
ELEVATION WALL
2.2 Supply and construct 15cm thick H.C.B wall
1 5
3.00 15.00 office
2 2.85
3.00 17.10 changing rooms
1 0.4
2.75 1.10 around door
1 0.30
2.75 0.83 around door
1 1.65
1.20 1.98 around toilet corridor
1 2.05
1.20 2.46 around toilet corridor
4 0.40
2.10 3.36 around toilet door
4 0.40
2.10 3.36 around toilet door

45.19 m2 total for 15cm hcb

30.36 on agreement
14.83 m2 exceeded quantity
7.FLOORING
7.1 5 cm thick cement screed
garbage storage
1 11.30 L=11.30

13.42 151.65 W=13.42

dressing room
2 1.75 L=1.75

2.80 9.80 W=2.75

office
1 5.00 L=4.3

4.60 23.00 W=4.78

184.45 m2 total
143.70 m2
40.75 m2 exceeded quantity
B - SUPER STRUCTURE
 plastering WORK External
2.1 two coats of plastering to internal exposed hcb wall H.C.B
wall
level +0.00 to +4.00 -1

Axis A&C/1-2 -2
2 4.02 L=4.02

3.70 29.75 H=3.7 -4

Axis A&c/2-3

2 4.70 L=4.7
H=3.7
3.70 34.78
Axis A&C/3-4

2 3.50 L=3.5
H=3.7

3.70 25.90
Axis 1/A-B

1 5.20 L=5.2

3.70 19.24 H=3.7 2

Along Axis 1/B-C

1 5.20 L=5.2 0
3.70 19.24 H=3.7
level +4.00to +8.00

Axis A&C/1-2 1
2 4.02 L=4.02

3.60 28.94 H=3.6 1

Axis A&c/2-3

2 4.70
3.60 33.84 H=3.6 1
Axis A&C/3-4

2 3.50 L=3.5 1
3.60 25.20 H=3.6
Axis 1/A-B

1 5.20 L=5.2

3.60 18.72 H=3.6

Along Axis 1/B-C 2
1 5.20 L=5.2

3.60 18.72 H=3.6 2

SERVICE HOUSE

TOILET 1
1 3.00 left side
3.20 9.60 2
1 5.00
3.00 15.00 right side
 1 13.00 2
3.80 49.40 rear side
1 5.00 2
3.40 17.00 front office
1 8.60
0.40 3.44 front above the beam 2
0 2.20
4.2 0.00 m2 total for 200mm block work 2
2 1
3 6.00
4 0.5
5.50
1.50 16.5 above top tie beam warehouse

371.27 m2 total for external wall plastering

UPERVISOR :- ------------------------ R. ENGINEER :- ----------------------------

B - SUPER STRUCTURE
QUARTZ Paint
Quartz Paint to plaster surface
level +0.00 to +4.00 -1

Axis A&C/1-2 -2
2 4.02 L=4.02

3.70 29.75 H=3.7 -4

Axis A&c/2-3

2 4.70 L=4.7
H=3.7
3.70 34.78
Axis A&C/3-4

2 3.50 L=3.5
H=3.7

3.70 25.90
Axis 1/A-B

1 5.20 L=5.2

3.70 19.24 H=3.7 2

Along Axis 1/B-C

1 5.20 L=5.2 0
3.70 19.24 H=3.7
level +4.00to +8.00

Axis A&C/1-2 1
2 4.02 L=4.02

3.60 28.94 H=3.6 1

 Axis A&c/2-3

2 4.70
3.60 33.84 H=3.6 1
Axis A&C/3-4

2 3.50 L=3.5 1
3.60 25.20 H=3.6
Axis 1/A-B

1 5.20 L=5.2

3.60 18.72 H=3.6

Along Axis 1/B-C 2
1 5.20 L=5.2

3.60 18.72 H=3.6 2

SERVICE HOUSE

TOILET 1
1 3.00 left side
3.20 9.60 2
1 5.00
3.00 15.00 right side
1 13.00 2
3.80 49.40 rear side
1 5.00 2
3.40 17.00 front office
1 8.60
0.40 3.44 front above the beam 2
0 2.20
4.2 0.00 m2 total for 200mm block work 2
2 1
3 6.00
4 0.5
5.50
1.50 16.5 above top tie beam warehouse

371.27 m2 total for external wall painting

UPERVISOR :- ------------------------ R. ENGINEER :- ----------------------------

 Consultant:-_________________
Contractor:-_______________
Site Name:-_________________

DIMN TOTAL Description

 ddt
2
1.80 -3.60 office window
1.20
0.60 -1.44 changing room window
0.5
0.60 -1.20 toilet and shower top window
-6.24 total deduction
m2 total for 200mm block work
-6.24
-6.24 m2 total for external plastering
377.51

2.1 two coats of plastering to

exposed beam and column
Intermediate external

axis A and C

13.42
0.30 8.052
13.42
0.1 0
axis 1
11.3
0.3 3.39
11.3
0.10 1.13
axis B

13.42
0.30 4.03
13.42
0.20 2.68
19.28 total external intermediate
top external
axis A and C

14.62
0.30 8.772
14.62
0.1 2.924
axis 1
11.3
0.3 3.39
11.3
0.10 2.26
axis B
14.62
0.30 8.77
14.42 bottom and upper beam
0.20 5.77
axis 4'
11.30
0.3 6.78
11.30
0.2 4.52
43.19 total external for top tie beam
62.47 total for internal beam

439.98 m2 total
214.19 m2 on agreement
225.79 m2 total exceeding

ddt
2
1.80 -3.60 office window
1.20
0.60 -1.44 changing room window
0.5
0.60 -1.20 toilet and shower top window
-6.24 total deduction
m2 total for 200mm block work
-6.24
-6.24 m2 total for external plastering
377.51

2.1 two coats of painting to

exposed beam and column
Intermediate external

axis A and C

13.42
0.30 8.052
13.42
0.1 0
axis 1
11.3
0.3 3.39
11.3
 0.10 1.13
axis B

13.42
0.30 4.03
13.42
0.20 2.68
19.28 total external intermediate
top external
axis A and C

14.62
0.30 8.772
14.62
0.1 2.924
axis 1
11.3
0.3 3.39
11.3
0.10 2.26
axis B

14.62
0.30 8.77
14.42 bottom and upper beam
0.20 5.77
axis 4'
11.30
0.3 6.78
11.30
0.2 4.52
43.19 total external for top tie beam
62.47 total for internal beam

439.98 m2 total
214.19 m2 on agreement
225.79 m2 total exceeding
 TOTAL
CONVERSION AMOUNT(
B. SUPER-STRUCTURE SHAPE THICKNESS UNIT LENGTH NO OF NO contract amountexceeding
FACTOR KG)
RHS
TRUSS
Struts
40X40 RHS 3 mm 3.49 20.56 1 4 287.0176

Purlin
70X50 RHS 3 mm 5.37 14.62 1 14 1099.1316 1068.05 31.0816
Total Kg carried to takeoff

service quarter
truss
Horizontal Member RHS
60X60 3 mm 5.37 5.6 1 4 120.288
Rafter RHS 0
60X60 3 mm 5.37 5.9 1 4 126.732
Struts RHS 247.02 218.6 28.42
40X40 3 mm 3.49 6.84 1 4 95.4864
Purlin RHS 0
40X40 3 mm 3.49 13 1 5 226.85

Struts summary RHS

40X40 3 mm 382.504 63.94 318.564
on agreement

Angle iron for ditch IR 5 mm

insid3 house 2 13.42 26.84
external ditch 2 11.5 23
49.84 43.2 6.64
 Bar Take off sheet
Project:-Yeka wereda 9 site Client:-_________________
Typology:-G+0 Garbage store Consultant:-_________________
Take off sheet No.:-07 Contractor:-_______________
TITLE :- ELEVATION COLUMN
SUPER STRUCTURE
Total Weight of Re
It. No. of Length
No. Structural Member Shape Dia. Bar (pcs) Memb. (m) 6mm 8mm
ELEVATION COLUMN
b/n +0.00 and +4.00
C1 16 3 8 5.40
8 3 28 1.10 92.40

C2 14 9 10 5.40
8 9 28 1.10 277.20

b/n +4.00 and +8.30

C1 16 3 8 4.70
8 3 28 1.10 92.40

C2 14 9 10 4.70
8 9 28 1.10 277.20

service quarter 14 8 4 3.00

c1 8 8 21 0.70 117.60

Total Length (m) − 856.80

Unit Weight ( Kg/m) 0.222 0.395
Total Weight ( Kg ) − 338.15
contract
amount
exceedin
g
CONTRACTOR :- ------------------------ S. SUPERVISOR :- ------------------------ R. ENG
et

____________
__________

Total Weight of Reinforcement Bar (kg.)

10mm 12mm 14mm 16mm 20mm

129.60

486.00

112.80

423.00

96.00

0.00 0.00 1005.00 242.40 −

0.617 0.888 1.21 1.579 2.47
− − 1214.71 382.67 −

1130.33 347.29

84.38 35.38
------ R. ENGINEER :- ----------------------------