Design-Build of Gore-Metu Airfield Project

SUMMARY OF BILL OF QUANTITIES

Gore-Metu Airfield, Design Plane:- Bombardier Q400 NextGen (ICAO CAT 3C)
BILL NO DESCRIPTION Summary(ETB)
1 SERIES 1000: GENERAL #REF!
2 SERIES 2000: SITE CLEARANCE #REF!
3 SERIES 3000: DRAINAGE STRUCTURES #REF!
4 SERIES 4000: EARTHWORKS #REF!
5 SERIES 5000: SUBBASE, ROADBASE #REF!
6 SERIES 600: BITUMINOUS SURFACING #REF!
8 SERIES 8000: STRUCTURES #REF!
9 SERIES 9000: ANCILLARY WORKS #REF!
10 TOWER, FENCE WITH POST AND GATE QUANTITIES -
11 SERIES 11000: DAY WORKS -
12 DESIGN COST (2% of the Items) #REF!
(A) SUB-TOTAL OF BILLS #REF!
(B) Specified Provisional Sums included within the Series -
(C) Total of Series less specified Provisional Sums and Day works [A-11-B] #REF!
(D) Contingency Allowance [7.5% of C] #REF!
(E) Total of Series + Contingency [A+D] #REF!
(F) VAT [15% of E] #REF!
(G) Total Project Cost Including VAT [E+F] #REF!
 Guard House and Entrance
Item Describtion Unit Qty
1. EXCAVATION & EARTH WORKS
Excavate for site clearing to a depth of 20cm to
1.01 m2 790.97
remove to soil.
Bulk excavation to reduce level in ordinary soil
1.02 to a depth not exceeding 150cm starting from m3 1,067.80
natural round level.
Pit excavation in ordinary soil for isolated
footing in to a depth not exceeding 150cm
1.05 m3 6.08
from reduced ground level including 25cm
working allowance for each side.
113.00 Load and cart away surplus excavated material
to a suitable damping area allowed by the
municipality not more than 5km from the site. m3 1,067.80
2.CONCRETE WORKS
2.01 50mm thick lean concrete class C-5 with a
minimum cement content of 150Kg/m3
a) under footing pad. m2.
0.60
b) under ground beams. m2.

m2.
c) underground floor slab.
2.02 Reinforced concrete in class C-25 (with a 28
day 150mm cube crushing strength of 25MPa),
cast into formworks and vibrated around rod
reinforcement bars. (formwork & reinforcement
bars are measured separately.) in: "Type of
cement to be ordinary Portland cement (OPC)"
a) In footing ,column,Slab,beam m3 27.58
2.03 Provide, cut and fix in position timber yellow
formwork that should be strong enough to
resist the pressure of fresh concrete and
painted with approved type of mold oil before
any placement of concrete is carried out. All
form work shall be supported by metallic
scaffolding, braces & props. For :- m2 136.90
2.04 S-400 Reinforcement steel bars according to
structural drawing. Price includes cutting,
bending, placinq in position and tying wires.
a)Dia.6 & dia. 8mm deformed bar kg
959.44
b) dia 10mm deformed bar kg
185.01
C) dia. 12mm deformed bar kg 141.94
d) dia. 16mm deformed bar
kg 1,060.49
e) dia. 20mm deformed bar kg
Supply and fix 100x10mm chip wood or
2.05
 styrofoam expansion joint between ground floor
slab and grade beam.. ml
2 -BLOCK WORK
2.01 200mm thick hollow concrete block wall of type
Class-"B" with 28 days minimum crushing
strength of 18kg/cmz, bedded in cement mortar
(1:3) mix, both sides left for plastering. m2 137.44
2.02 Ditto as item No. 2.01 but to 150mm thick internal wall. m2
2.03 40cm thick dressed stone elevation wall
bedded in cement mortar (1:3). The material &
quality of the whole work should be approved
by the Engineer. Price shall includes recessed
pointing both side with cement mortar (1:3). m3
3. ROOF WORK
3.01 Spread and level an average of 10cm thick
light weight concrete over roof slab with 2%
slo e towards down pipes, m2
3.02 5cm thick cement sand screed over concrete
utter well spread and leveled, m2 53.95
3.03 2cm thick cement sand screed over light weight
concrete in roof slab and gutter well spread
and leveled. m2
3.04 Apply HERTLAN or equivalent roof water
proofing material on water tight R.C Concrete
roof slab either as per the manufacturer's
instruction or the application shall be carried by
the supplier or strict supervision shall be
carried by the supplier of the material. m
2
4. CARPENTRY & JOINERY
4.01 Supply and fix 40mm thick best quality internal
flush type wooden doors in hard wood frame
both sides covered with 4mm thick weira ply
wood. Price shall include safety locks, hinges,
and other necessary accessories and three
coats of varnish paint. All timber shall be well
seasoned and free from harmful defects.
D1: size 1500x2200mm No 2.00
D2: size 900x2200mm- No
D3: size 700x2200mm No
5.METAL WORKS
All doors & windows are manufactured from
Italy made aluminum profile frames. All works
shall be cut and assembled to sizes and
shapes of the window and door schedule upon
submitting workshop drawing by the contractor.
Unit price includes 6mm reflective & tinted
glass for curtain wall, French doors and
 windows; of Belgium novable or equivalent,
anchored bolts 2mm thick aluminum cover
plates, ASSA lock, door stoppers and other
necessary accessories for completing the work.
All according to window schedule and as
specified. Actual measurements shall be taken
on site.
5.01 WINDOW DOOR
WD1 :size 500x1300mm No
WD2 : size 800x1300mm No 2.00
WD3 : size 800x2100mm No
WD4: size 3860x2600mm No
6. FINISHING WORKS
6.1 PLASTERING WORKS
Finishing work shall include all surface pre
cleaning, Preparation and application of the
finish, polishing and cleaning at the end of
finished work.
6.01 Apply two coats of plastering with total
thickness of 17mm. The first coat shall be 5mm
thick in cement mortar (1:3) and second coat
12mm thick in cement mortar (1:3) :
a) to internal wall surface m2 86.40
b) to concrete ceiling and beams. m2 93.80
c) to staircase soffit- m2
d) to external wall surface. m2
6.02 Apply final coat 3mm thick fine gypsum plaster
a to internal wall surface m2
b) to concrete ceiling and beams.(Gybsum Board) m
2
c) to staircase soffit m2
1 SANITARY INSTALLATION
1.1 Supply and fix water pipes from nearby water sources
b) Dia. 25 mm ml 45.00
1.2 supply and fix Geat valves complete with connecting
fittings all of approved standard. Price shall inclued all the
nesessary civil there to.

b) Dia. 25 mm No 2.00
1.3 Supply and fix hand wash basins made of white vitreous
Italy / tabour complete with faucet, trap, plug, with chain
support and necessary accessories all of approved standard.
Price shall include all the necessary accessories. (aqua)

size 500x400 No 2.00

1.4 Supply and fix shower tray complate with shower
head ,mixing faucet,trap and necessarys.made of enamaled
cast iron.

Size :700x700mm No 2.00

1.5 Supply and fix wash down water closets made of tabor
ceramic with plastic seat and cover including low flush
cistern. Complete with all necessary accessories.

Size :500x400mm No 2.00

1.6 Supply and fix high flash Turkish seat made of tabor
ceramic with plastic seat and cover including low flush
cistern. Complete with all necessary accessories.
No 2.00
1.7 Supply and fix soap holder in white vitreous china of size
150 x 150 mm. Complete with the necessary fixing and
other accessories for hand wash basins .
No 2.00
1.11 Supply and lay internal UPVC waste and vent pipes
according to where shown on the drawings. Complete with
all the necessary fittings.

b) Diameter. 100 mm ml 58.80

6.2 Floor & Wall Finishing WORKS
6.04 Apply pointing to dressed stone wall surface
with cement mortar (1:3) m2 0.00
6.05 600x300x6mm RAK or equivalent Ceramic wall
tile bedded with cement mortar of (1:3) to all
toilets, bath rooms and kitchen walls. Price
includes cement mortar bed and white cement
grouting. m
2 28.11
6.06 300x300x10mm Non-slippery RAK or
equivalent ceramic tile flooring bedded on
cement mortar (1:3) and joints grouted in
colored cement mortar. Price includes cement
mortar bedding m2
6.07 600x600x10mm Non-slippery RAK or
equivalent Porcelin tile flooring bedded on
cement mortar (1:3) and joints grouted in
colored cement mortar. Price includes cement m2
mortar bedding
6.08 400x400x30mm thick approved type white
BMC marble tile flooring bedded on 30mm thick
cement sand mortar of mix ratio 1:4 mix ratio
and joints grouted in cement mortar. Price
includes mortar bedding & grouting. m2
 6.09 48mm thick cement sand screed under plastic
tile flooring and finished smooth to receive
2mm thick PVC tile. m2
6.10 70mm high approved & England made
imported plastic tile skirting stuck to wall with
approved type adhesive glue ml
6.11 100x12mm thick ceramic skirting stuck to wall
on and incliltiing cement sand mortar backing mix 1:3. ml
6.12 Supply & fix 100x20mm marble tile skirting
stuck to wall on and including cement sand
mortar backing mix 1:.3. ml
1 ELECTRICAL INSTALATION
1.0 Power supply from nearby power source
SUPPLY AND INSTALL:
DISTRIBUTION BOARDS
1.2 Flush mounting SDB-1F with lockable door consisting of :

1pc ACB of 10A, 1I-phase No 1.00

1.5 Light points fed through PVC conductor of 2x2.5Sqmm
No 6.00
Socket outlet
1.7 Flush mounted socket out lets of 10/16A
220 volts with earthing contact type SCHUKO in
thermoplastic conduits of dia. 16 mm fed through PVC
conductors of 3x2.5 sq.mm all complete.
No 12.00
LIGHT FITTINGS AND LAMPS (or equivalent)
Connected and tested including lamps and accessories
1.10 a)- Philips TCS 314/ 236 C6 with 2x'TL'D 36w fl.lamp
No 12.00
10.PAINTING
10.1 Apply painting to internal & external wall surface with
three coats of 150cm height OIL paint.
m2 99.32
Bar bed wire Lm
80x80x3mmRHS frame Lm 54
40x20x2mmRHS frame Lm 1215
80x80x2.5mmRHS frame Lm 54
30x20x15mmRhs c/c20cm Lm 8933.76
Sliding metal gate (24m) No. 1
Vehicle barrier No. 1
Signage for Airport Name No. 1
Entrance logo installation Lm

Terrazo til floor finish M2 78.408

C.I.S Roofing M2 61.938
5x7cm Zigba Purlin m 33.75
O8-10 Eucaliptus Truss m 33.75
Ceiling Button % 60cm
Chipwood Ceiling Pcs
Wooden Truss ∅6cm Eucalyptus m
Chipwood Cilling M2 54.81
Septic Tank No. 1
Sum
Total

N.b Electrical,Lighting,Sanitary or Utilities and Structural detail Drawing was not provided by the Client,so we
N.b The final price shall include 2% for the design of Guard house and Entrance
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not provided by the Client,so we have considered some percentage for the detail design
 Foundation

Type
Re-bar name Dia. L
Ground Floor tie Beam(GB) Longitudinal 12 7.4
Ground Floor tie Beam(GB) Stirup 8 0.92
Ground Floor tie Beam(GB) Longitudinal 12 3.1
Ground Floor tie Beam(GB) Stirup 8 0.92
Footing pad

Re-bar name Dia. L

footing F1 10 1.3
footing Column 16 1.55
footing Column sttirup Stirup 10 0.92
Lean concrete
Below ground Floor and Ground Floor
Dia. L
Terrazo tile floor finish

10cm RC slab 8 7.4

25cm Hard core
selected material
G floor Column 16 3.5
G floor Column stirrup Stirup 8 0.92
Roof
Toptie beam 12 7.4
Toptie beam Stirrup 8 0.72

Guard House

Kg
Re-bar 6
8 349.04
10 68.52
12 52.57
16 392.77

Unit qty
Concrete M3 9.91
Hard core M3 0
Borrow to fill M3 0
Terrazo til floor finish M2 29.04
Lean concrete M3 0.2205
HCB M2 50.904
 Parapet 20cm M2 6
C.I.S Roofing M2 22.94
5x7cm Zigba Purlin m 12.5
O8-10 Eucaliptus Truss m 12.5
Ceiling Button % 60cm
Inclined
Wooden Purlin 5x7cm Pcs 12.5
Horizontal Wooden Truss ∅6cm Eucalyptus
Chipwood Cilling M2 20.3
 One Guard House

Ground Floor tie Beam(GB)

Re-Bar Concrete
Space No. Total Length Unit wight Total kg L w
8 59.2 0.888 52.57 7.4 0.25
0.2 64 58.88 0.395 23.24
8 24.8 0.888 22.02 3.1 0.25
0.2 64 58.88 0.395 23.24

Re-Bar Concrete
Space No. Total Length Unit wight Total kg L w

0.15 60 78 0.617 48.10 1 1

16 24.8 1.579 39.15 1.2 0.25
0.15 36 33.12 0.617 20.42 1 1
1.05 1.05
Floor
Space No. Total Length Unit wight Total kg L w
9.4 1.2
2.7 1.2
0.2 76 562.4 0.395 221.96
7 2.7
7 2.7
16 224 1.579 353.62 2.72 0.25
0.16 71.5 263.12 0.395 103.84

8 59.2
0.16 79 56.88 0.395 22.45 2.8 3.05

Total Total 2

HCB 50.904
0
698.0864 Widow
137.048 Material
105.1392 Size
785.544533 Pcs
1,725.82

19.815
0 Form work 7.4
0 2.72
58.08
0.441 Plastering
101.808 16
 12 19.8
45.88 6.88
25 18.9
25
0 Ceramic 1.3
1.3
25
0
40.6 Paint
Concrete
Tick No Total Volume
0.25 2 0.925

0.25 2 0.3875
9.9075

Concrete HardCore Selected Material

Tick No C.Total Volume H.Total Volume
0
0.25 4 1
0.25 4 0.3
0.25 4
0.05 4 0.2205

Tick No Total Volume Total Area

2 22.56 Tile
2 6.48 Tile
0 0
0.25 1 4.725 Concrete
0.1 1 1.89 Concrete
0.25 4 0.68 Concrete

0.2 4 6.832

W2 D1
LTZ Profile LTZ Profile
0.8**1.3 0.8**2.1
2 2

3.1 2 2 84 Beam
0.4 4 4 17.408 Column

32 internal wall
15.84 beams
27.52 Colums
18.9 ceiling

0.8 0.9 1 2.7 3.51 floor toilet and bedroom

1 4.6 1.5 6.9 Wall

20.2 113.12 13.8 99.32

 Gate No Length total length
80x80x3mmRHS frame 2 10 40
40x20x2mmRHS frame 6 75 900
80x80x2.5mmRHS frame 2 10 40
30x20x15mmRhs c/c20cm 376 8.8 6617.6
Concrete pad No L w
3 0.6 0.5

Rebar *6/8 12.61

Concrete 0.62
 between two Normal RC post weø4mm
have 15
or Horizontal
ø6mm For and
tyin
Bar-Bed wire

No.
Unit wight Unit Total Kg Horizontal bar bed wire 15
Vertical No.
Excavation Dia.8 4
Volume No. Total Volume Stirrup
0.396 6 6.396 Dia.6 18
Back fill ∅4mm HOOK 72
0.33 6 1.98 Concrete
D Volume(m3) Width
0.55 0.495 Pad 0.5
Lean 0.5
column 0.13

Unit Diagonal RC
Re-bar

No.
Vertical
Dia.8 4
Stirrup
Dia.6 18
Diagonal RC post deformed bar tiedwith vertical post and plastered(Dia.6) 3
Concrete
Width
Pad 0.5
Lean 0.5
column 0.13
eø4mm
have 15
or Horizontal
ø6mm For and
tyingTwo Diagonal bar bender

ø4mm or
ø6mm
For tying
total ø4mm or Two
ø6mm For tying Normal
Two Normal Post Post KG
Length Total bar-bed Unit wight
25 375
Length unit length(M) Diagonal
ø4mm or bar
ø6mmbender
For tying
3.33 13.32 0.39 5.26
0.39 0.00
0.12 2.16 0.22 0.48
0.1 7.2 0.10 0.71
Concrete 6.45
Length depth deducted Volume Umit Total Volume
0.5 0.65 0.01 0.15
0.5 0.05 0.01
0.13 3.36 0.06
0.22
Unit Diagonal RC post
Re-bar
Unit wight Unit Total Kg
Length unit length(M)

3.33 13.32 0.39 5.26

0.12 2.16 0.22 0.48

0.64 1.92 0.22 0.43
Concrete 6.16
Length depth deducted Volume Umit Total Volume
1 0.65 0.01 0.31
1 0.05 0.03
0.13 3.36 0.06
0.40
2.0 25.1 50.2
60 0.1 6.0 0.22 1.332