Client :-Mekdela Amba University(Tulu Awlia Campus)

Project :-Work Shop Block

Location :-Tulu Awlia
Consultant:- Lihiket Design & Supervision Corporation
Grand Summary
Item No. Block type Amount(birr)
1 WORK SHOP

Total
15% VAT
Total after VAT
 Summery

Client :-Mekdela Amba University(Tulu Awlia Campus)

Project :-Work Shop
Location :-Tulu Awlia
Block :-G+2 Building
Consultant:-Lihket Design & Supervision Corporation
SUMMERY
Item Description Amount (Birr)
A. SUBSTRUCTURE
1 Excavation and Earth Works
2 Concrete Works
3 Masonery WorkS
Sub total (A)
B.SUPERSTRUCTURE
1 Concrete Works
2 Block Works
3 Roofing Works
4 Steel work
5 Carpentery &Joinery
6 Alumunium Works
7 Finishing
8 Glazing
9 Painting
10 Sanitery Installation
11 Electrical Installation
Sub total (B)
TOTAL A+B

LIHKET DESIGN AND SUPERVISION CORPORATION

 Work Shop

Client :-Mekdela Amba University(Tulu Awlia Campus)

Project :-Work Shop
Location :-Tulu Awlia
Block :-G+2 Building
Consultant:-Lihket Design & Supervision Corporation
Item Description Unit QTY Rate Amount
A. SUB STRUCTURE
1. EXCAVATION AND EARTH WORK
Clear off the site to remove top soil to an average depth of
1.1 m2 820.49
20cm.
Bulk excavation to a depth not exceeding 150 cm from
1.2
reduced level.
a) Ordinary soil m3 923.05
b) Soft rock m3 184.61
c) Boulder m3 61.54
d) Hard rock m3 61.54
Pit excavation to a depth not exceeding 150 cm from bulk cut
1.3
level.
a) Ordinary soil m3 130.29
b) Soft rock m3 26.06
c) Boulder m3 8.69
d) Hard rock m3 8.69
Pit excavation to a depth exceeding 150 cm but not exceeding
1.4
300cm from bulk cut level.
a) Ordinary soil m3 86.86
b) Soft rock m3 17.37
c) Boulder m3 5.79
d) Hard rock m3 5.79
1.5 Trench excavation to adepth not exceeding 150cm.
a) Ordinary soil m3 75.00
b) Soft rock m3 15.00
c) Boulder m3 5.00
d) Hard rock m3 5.00
Selected granular material fill from site excavated material
and well compacted in layer not exceeding 20cm at dry
1.6 density and optimum moisture content. The degree of
compaction and the material should be approved by the
engineer.
a). Arround & under footing pad m3 65.45
b). Under hard core m3 86.45
c). Arround masonry foundation m3 12.50
Selected granular material fill from quarry site and well
compacted in layer not exceeding 20cm at dry density and
1.7
optimum moisture content. The degree of compaction and the
material should be approved by the engineer.
a). Arround & under footing pad m3 196.36
b). Under hard core m3 259.36
c). Arround masonry foundation m3 37.50
Load & Cart away surplus excavated material to a distance
1.8 m3 1,784.36
not exceeding 5kms.
25 cm thick basaltic stone hardcore well rolled, consolidated
1.9 m2 691.63
and blinded with crushed stone .
TOTAL CARRIED TO SUMMERY

LIHKET DESIGN AND SUPERVISION CORPORATION

 Work Shop

Client :-Mekdela Amba University(Tulu Awlia Campus)

Project :-Work Shop
Location :-Tulu Awlia
Block :-G+2 Building
Consultant:-Lihket Design & Supervision Corporation
Item Description Unit QTY Rate Amount
2. CONCRETE WORK
5cm thick lean concrete in C-5 with minimum cement content
2.1
of 150kg/m3 of concrete under.
a) Footing pad m2 63.66
b) Masonery wall m2 50.00
20mm thick 100mm high styrophom expansion joint filler
2.2 ml
between grade beam and basement floor slab.
Reinforced concrete quality C-25 filled in to form work and
2.3 vibrated around rod reinforcement. (Formwork and
reinforcement bars are measured separately).
a) In footing pad m3 27.71
b) In foundation columns m3 7.14
c) In grade beams m3 28.65
d) In steps m3 2.16
e) In 100mm thick ground floor slab m2 623.23
Provide, cut and fix in position sawn structural timber or steel
2.5
form work whichever is appropriate;
a) In footing pad m2 77.04
b) In foundation columns m2 94.00
c) In grade beams m2 229.20
Supply and fix in position reinforcement steel bar according
2.6 to structural drawing; price includes cutting, bending, placing
in position and tying wires.
a) 8mm diameter deformed bar Kg 4,258.09
b) 14mm diameter deformed bar Kg 3,222.87
c) 16mm diameter deformed bar Kg 1,365.33
TOTAL CARRIED TO SUMMERY
3. MASONRY WORK
Basaltic or equivalent stone masonry foundation bedded in
3.1
cement sand mortar (1:3) ratio.
a). Below NGL m3 100.00
b).Above NGL but unit price includes pointing of exposed
m 3
24.00
face.
TOTAL CARRIED TO SUMMERY
B. SUPER - STRUCTURE
1. CONCRETE WORK
Reinforced concrete quality C-25 filled in to form work and
1.1 vibrated around rod reinforcement. (Formwork and
reinforcement bars are measured separately).
a) In elevation columns m3 42.01
b) In beams m3 85.95
c) In Staircase m3 17.54
d) In 180mm thick solid floor slabs m2 1,106.06
Provide, cut and fix in position sawn structural timber or steel
1.2
form work whichever is appropriate;
a) In elevation columns m2 480.13
b) In beams m2 444.08
c) In Staircase m2 95.50
d) In 180mm thick solid floor slabs m2 1,106.06

LIHKET DESIGN AND SUPERVISION CORPORATION

 Work Shop

Client :-Mekdela Amba University(Tulu Awlia Campus)

Project :-Work Shop
Location :-Tulu Awlia
Block :-G+2 Building
Consultant:-Lihket Design & Supervision Corporation
Item Description Unit QTY Rate Amount
Supply and fix in position reinforcement steel bar according
1.3 to structural drawing; price includes cutting, bending, placing
in position and tying wires.
a ) 8mm diameter deformed bar Kg 12,678.38
b) 10mm diameter deformed bar Kg 6,964.99
c) 12mm diameter deformed bar Kg -
d) 14mm diameter deformed bar Kg 5,583.44
e) 16mm diameter deformed bar Kg 6,895.22
f) 20mm diameter deformed bar Kg 2,247.26
TOTAL CARRIED TO SUMMERY
2. BLOCK WORK
Hollow Concrete block(HCB) wall class "B" bedded in cement
2.1
mortar ratio 1:3.
a) 20cm thick m2 1,294.86
b) 15cm thick m2 630.43
c) 10cm thick m2 173.03
TOTAL CARRIED TO SUMMERY
3. ROOFING
Corrugated galvanized iron sheet Roof covers including Ridge
3.1 covers fixed to purlin located c/c90cm. (roof cover measured
in horizontal projection)
a) G-28 C.I.S m2 692.74

Supply and fix G-28 glavanized flat metal sheet gutter fix with
3.3 roof cover with approperate fixing material, provide two ml 132.06
coats of rust resisting paint.( 65cm delvopment length ).
TOTAL CARRIED TO SUMMERY
4.STEEL WORK
Supply & fix Steel balustrade and handrail for balchony ,
steps and stair consisting of connecting joints & corner rivet
& bolts.one coat of primer and two coats of synthetic enamel
4.1 paint, with M-10 chrome anchor bolt,80x80x20mm thick
metal plate balusterd holder cap and all other nesessary
things.
a/. 40x20×2mm hand rail&horizontal member
ml 523.44
b/. 40x20×2mm vertical post ml 526.00
c/. 30X20×2mm vertical member ml 1,113.50
TOTAL CARRIED TO SUMMERY
5. CARPENTRY AND JOINERY
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
5.1
to concrete top tie beam with Ø6 mm plan bars. Unit price
include anti-termit paint and all connecting accessories

a/ 10-12 cm eucalyptus lower and upper member ml 1,539.14

b/ 8-10 cm eucalyptus bracing and internal member ml 2,704.28
c/ 5x7 cm wooden purlin ml 957.58
TOTAL CARRIED TO SUMMERY

LIHKET DESIGN AND SUPERVISION CORPORATION

 Work Shop

Client :-Mekdela Amba University(Tulu Awlia Campus)

Project :-Work Shop
Location :-Tulu Awlia
Block :-G+2 Building
Consultant:-Lihket Design & Supervision Corporation
Item Description Unit QTY Rate Amount
6. ALUMUNIUM WORK

Supply & fix Windows &doors made of 1.5mm thick

Aluminium profile frames ALLCO-5 or equivalent , average
weight 1000gm/ml,door kick plate 1500gm/ml,according to
the detail drawing and window door schedule.Complete work
6.1 includes all the necessary iron mongery and cylinderical
lock ,hinges ,rubber sealants ,door stopper and fixing hard
wares to make the door/window complete. All Aluminium
windows and doors type shall comply with the Architectural
Technical Specification Requirement and Engineer's approval.

WINDOWS
A. Type W1, Size 320/120cm m2 61.44
B. Type W2, Size 240/120cm m2 37.44
C. Type W3 Size 160/120cm m2 11.52
D. Type W4, Size 80/120cm m2 5.76
E. TypeW5, Size 290/120cm m2 3.48
F. TypeW6, Size 131/120cm m2 3.14
DOORS
A. Type D2, Size 180/290cm m2 104.40
B. Type D3, Size 100/290cm m2 11.60
C. Type D4, Size 70/290cm m2 36.54
Supply & fix pvc frame of (50*40*1.5)mm thick with pvc
6.2 pannel shuter of 2 cm thick doors see detail drawing Price
shall include all the necessary accessories of works
A. Type D1, Size 400/320cm m2 12.80
TOTAL CARRIED TO SUMMERY
7. FINISHING
Finishing work shall includes all surface pre cleaning,
preparation of finish, polishing and cleaning at the end of
finishing work.
7.1 Apply two coats of plastering with cement mortar (1:3) to,
a) Internal&External wall surface. m2 4,196.64
b) Columns & beams. m2 462.10
c) Slab soffit&stair m2 1,123.60
7.2 Apply final coat of 3mm thick fine gypsum plaster:
a) Internal wall surface. m2 2,901.78
b) Ditto but to internal columns and beams. m2 231.05
c) Ditto but under slab soffit & stair. m2 1,123.60
Apply third coat of plastering with cement mortar (1:3) to
7.3 m2 209.83
internal&external wall surface.
7.4 FLOORING
Granite tile flooring to stair case bedded on and including
cement sand mortar mix 1:3 and joints grouted in appropriate
7.4.1
colour filler setting coat mortar. Pattern and colour of the tile
shall be approved by the consultant.
- 600*600*20mm thick granite to landing. m² 21.59
- Tread size 300x 1500mmx20mm thick granite ml 150.00
- Riser size 150 x 1500 mmx20mm thick granite ml 156.00
600x600x8mm non slippery approved type of ceramic floor
7.4.2 tiles bedded on cement mortar(1:3) price shall include 3cm m² 1,268.92
thick cement mortar bed, grouting.
300x300x8mm non slippery approved type of ceramic floor
7.4.3 tiles bedded on cement mortar(1:3) price shall include 3cm m² 57.94
thick cement mortar bed, grouting.

LIHKET DESIGN AND SUPERVISION CORPORATION

 Work Shop

Client :-Mekdela Amba University(Tulu Awlia Campus)

Project :-Work Shop
Location :-Tulu Awlia
Block :-G+2 Building
Consultant:-Lihket Design & Supervision Corporation
Item Description Unit QTY Rate Amount
250x400x6mm glazed ceramic wall tiles bedded on cement
7.5 mortar(1:3) price shall include 3cm thick cement mortar bed, m² 280.73
grouting.

Supply and fix 8mm thick chipwood ceiling fixed to wooden

7.6 battens of size 50x40mm placed at centers of 600mm both m² 692.74
ways. Price shall include corner lists and batten.
7.7 skirting

Supply and fix 10cm high and 30mm thick granite skirting for
7.7.1 ml 56.20
stair cases.Price shall include all the necessory accessories.

100mm high and 8mm thick ceramic skirting stuck to wall

7.7.2 ml 358.60
with approved type of glue and screw.
Approved type granite window sill bedded on cement mortar.
7.8 ml 102.32
Size 27/3 cm.
Approved type marble copping bedded on cement mortar.
7.9 ml 132.06
Size 27/2 cm.
10cm thick C-15 RC 1.5m wide pavement (including 4Ø 8
deformed bar mesh ,expansion joint at every 1.2m length,
7.10 m² 198.09
60cm bulk excavation, 35cm thick selected fill, 20cm basaltic
hard core and cart away).

Supply and lay storm water concrete pipes of half diameter

40cm with a minimum slope of 2% or natural ground slope
which ever is greater on and including a firm bed of red ash
7.11 ml 132.06
100mm thick below. The joints shall be grouted in cement
sand mortar of (1:3). Price shall include 15cm thick stone
masonry shoulder and all the necessary earth work.

TOTAL CARRIED TO SUMMERY

8. GLAZING
Supply and fix glass to windows,doors &window doors as
8.1
indicated on the drawing.
a) 5mm thick clear glass m² 85.34
b) 6mm thick brown tinted glass m² 189.98
TOTAL CARRIED TO SUMMERY
9. PAINTING
Apply three coats of approved quality plastic emulision
9.1 paint.Price shall include pre-cleaning and preparation of
surfaces.
a) Internal wall surface. m² 2,901.78
b) Ditto but internal columns and beams. m² 231.05
c) Ditto but under slab soffit & stair. m² 1,123.60
Apply quartize paint to externally plastered wall, beams and
9.2 m² 1,525.91
columns.
TOTAL CARRIED TO SUMMERY

LIHKET DESIGN AND SUPERVISION CORPORATION

 Client :-Mekdela Amba University(Tulu Awlia Campus)
Project :-Nursery Block
Location :-Tulu Awlia
Consultant:- Lihiket Design & Supervision Corporation
Grand Summary
Item No. Block type Amount(birr)
1 NURSERY

Total
15% VAT
Total after VAT
 Summery

Client :-Mekdela Amba University(Tulu Awlia Campus)

Project :-Nursery Block
Location :-Tulu Awlia
Block :-G+0 Building
Consultant:-Lihket Design & Supervision Corporation
SUMMERY
Item Description Amount (Birr)
A. SUBSTRUCTURE
1 Excavation and Earth Works
2 Concrete Works
3 Masonery WorkS
Sub total (A)
B.SUPERSTRUCTURE
1 Concrete Works
2 Block Works
3 Roofing Works
4 Carpentery &Joinery
5 Alumunium Works
6 Finishing
7 Glazing
8 Painting
9 Sanitery Installation
10 Electrical Installation
Sub total (B)
TOTAL A+B
TOTAL (A+B)*2

LIHKET DESIGN AND SUPERVISION CORPORATION

 G+1 BUILDING

Client :-Mekdela Amba University(Tulu Awlia Campus)

Project :-Nursery Block
Location :-Tulu Awlia
Block :-G+0 Building
Consultant:-Lihket Design & Supervision Corporation
Item Description Unit QTY Rate Amount
A. SUB STRUCTURE
1. EXCAVATION AND EARTH WORK
Clear off the site to remove top soil to an average depth of
1.1 m2 504.60
20cm.
Bulk excavation to a depth not exceeding 150 cm from
1.2
reduced level.
a) Ordinary soil m3 218.07
b) Soft rock m3 43.61
c) Boulder m3 14.54
d) Hard rock m3 14.54
Trench excavation in ordinary soil to adepth not exceeding
1.3
150cm.
a) Ordinary soil m3 124.99
b) Soft rock m3 25.00
c) Boulder m3 8.33
d) Hard rock m3 8.33
Selected granular material fill from site excavated material
and well compacted in layer not exceeding 20cm at dry
1.4 density and optimum moisture content. The degree of
compaction and the material should be approved by the
engineer.
a). Under hard core m3 95.13
b). Arround masonry foundation m 3
18.94

Selected granular material fill from quarry site and well

compacted in layer not exceeding 20cm at dry density and
1.5
optimum moisture content. The degree of compaction and the
material should be approved by the engineer.

a). Under hard core m3 285.38

b). Arround masonry foundation m3 56.81
Load & Cart away surplus excavated material to a distance
1.6 m3 438.03
not exceeding 5kms.
25 cm thick basaltic stone hardcore well rolled, consolidated
1.7 m2 380.50
and blinded with crushed stone .
TOTAL CARRIED TO SUMMERY
2. CONCRETE WORK
5cm thick lean concrete in C-5 with minimum cement content
2.1
of 150kg/m3 of concrete under.
a) Masonery wall m2 75.75
20mm thick 100mm high styrophom expansion joint filler
2.2 ml 303.00
between grade beam and basement floor slab.
Reinforced concrete quality C-25 filled in to form work and
2.3 vibrated around rod reinforcement. (Formwork and
reinforcement bars are measured separately).

LIHKET DESIGN AND SUPERVISION CORPORATION

 G+1 BUILDING

Client :-Mekdela Amba University(Tulu Awlia Campus)

Project :-Nursery Block
Location :-Tulu Awlia
Block :-G+0 Building
Consultant:-Lihket Design & Supervision Corporation
Item Description Unit QTY Rate Amount
a) In grade beams m3 15.15
b) In Steps m3 2.98
c) In 100mm thick ground floor slab m2 342.63
Provide, cut and fix in position sawn structural timber or steel
2.5
form work whichever is appropriate;
a) In grade beams m2 159.08
b) In Steps m2 19.86
Supply and fix in position reinforcement steel bar according
2.6 to structural drawing; price includes cutting, bending, placing
in position and tying wires.
a) 8mm diameter deformed bar Kg 1,880.86
b) 12mm diameter deformed bar Kg
c) 14mm diameter deformed bar Kg 1,094.61
TOTAL CARRIED TO SUMMERY
3. MASONRY WORK
Basaltic or equivalent stone masonry foundation bedded in
3.1
cement sand mortar (1:3) ratio.
a). Below NGL m3 45.45
b).Above NGL but unit price includes pointing of exposed
m3 75.75
face.
TOTAL CARRIED TO SUMMERY
B. SUPER - STRUCTURE
1. CONCRETE WORK
Reinforced concrete quality C-25 filled in to form work and
1.1 vibrated around rod reinforcement. (Formwork and
reinforcement bars are measured separately).
a) In elevation columns m3 8.38
b) In floor beams m3 15.15
Provide, cut and fix in position sawn structural timber or steel
1.2
form work whichever is appropriate;
a) In elevation columns m2 111.78
b) In floor beams m2 159.08
Supply and fix in position reinforcement steel bar according
1.3 to structural drawing; price includes cutting, bending, placing
in position and tying wires.
a ) 8mm diameter deformed bar Kg 705.98
b) 14mm diameter deformed bar Kg 2,000.23
TOTAL CARRIED TO SUMMERY
2. BLOCK WORK
Hollow Concrete block(HCB) wall class "B" bedded in cement
2.1
mortar ratio 1:3.
a) 20cm thick m2 578.00
b) 15cm thick m2 42.29
TOTAL CARRIED TO SUMMERY
3. ROOFING

LIHKET DESIGN AND SUPERVISION CORPORATION

 G+1 BUILDING

Client :-Mekdela Amba University(Tulu Awlia Campus)

Project :-Nursery Block
Location :-Tulu Awlia
Block :-G+0 Building
Consultant:-Lihket Design & Supervision Corporation
Item Description Unit QTY Rate Amount

Corrugated galvanized iron sheet Roof covers including Ridge

3.1 covers fixed to purlin located c/c90cm. (roof cover measured
in horizontal projection)
a) G-28 C.I.S m2 381.00

Supply and fix G-28 glavanized flat metal sheet gutter fix with
3.2 roof cover with approperate fixing material, provide two ml 33.10
coats of rust resisting paint.( 65cm delvopment length ).
TOTAL CARRIED TO SUMMERY
4. CARPENTRY AND JOINERY
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
4.1
to concrete top tie beam with Ø6 mm plan bars. Unit price
include anti-termit paint and all connecting accessories

a/ 10-12 cm eucalyptus lower and upper member ml 1,269.18

b/ 8-10 cm eucalyptus bracing and internal member ml 1,747.62
c/ 5x7 cm wooden purlin ml 461.43
Supply and fix 40mm thick best quality internal
flush type wooden doors in hard wood frame
both sides covered with 6mm thick MDF panel.
4.2
Price shall include cylinderical lock ,
hinges,door stopper and other necessary
accessories as well as three coats of varnish
paint. All thimber shall be well seasoned and
free from harmful defects
A. Type D1, Size 90/280cm m2 7.56
B. Type D2, Size 90/280cm m2 5.04
C. Type D3, Size 70/210cm m2 8.82
TOTAL CARRIED TO SUMMERY
5. ALUMUNIUM WORK

Supply & fix Windows &doors made of 1.5mm thick

Aluminium profile frames ALLCO-5 or equivalent , average
weight 1000gm/ml,door kick plate 1500gm/ml,partly
covered with aluminium sheet according to the detail drawing
and window door schedule.Complete work includes all the
5.1
necessary iron mongery and cylinderical lock ,hinges ,rubber
sealants ,door stopper and fixing hard wares to make the
door/window complete. All Aluminium windows and doors
type shall comply with the Architectural Technical
Specification Requirement and Engineer's approval.

LIHKET DESIGN AND SUPERVISION CORPORATION

 G+1 BUILDING

Client :-Mekdela Amba University(Tulu Awlia Campus)

Project :-Nursery Block
Location :-Tulu Awlia
Block :-G+0 Building
Consultant:-Lihket Design & Supervision Corporation
Item Description Unit QTY Rate Amount
WINDOWS
A. Type W1, Size 120/170cm m2 18.36
B. Type W2, Size 60/150cm m2 8.10
C. Type W3 Size 60/60cm m2 2.16
D. Type W4, Size 240/60cm m2 2.88
DOORS
A. Type D4, Size 180/280cm m2 5.04
TOTAL CARRIED TO SUMMERY
6. FINISHING
Finishing work shall includes all surface pre cleaning,
preparation of finish, polishing and cleaning at the end of
finishing work.
6.1 Apply two coats of plastering with cement mortar (1:3) to,
a) Internal&External wall surface. m2 1,232.88
b) Columns & beams. m2 270.85
6.2 Apply final coat of 3mm thick fine gypsum plaster:
a) Internal wall surface. m2 796.49
b) Ditto but to internal columns and beams. m2 135.43
Apply third coat of plastering with cement mortar (1:3) to
6.3 m2 184.93
external wall surface.
600x600x8mm non slippery approved type of ceramic floor
6.4 tiles bedded on cement mortar(1:3) price shall include 3cm m² 244.25
thick cement mortar bed, grouting.
400x400x8mm non slippery approved type of ceramic floor
6.5 tiles bedded on cement mortar(1:3) price shall include 3cm m² 32.10
thick cement mortar bed, grouting.
Supply & fix 300x300x2mm thick approved type
6.6 asbestos free hard PVC tiles flooring stuck to m² 47.77
cement screed with approved adhesive glue.
250x400x6mm glazed ceramic wall tiles bedded on cement
6.7 mortar(1:3) price shall include 3cm thick cement mortar bed, m² 93.49
grouting.
Supply and fix 12.7mm thick gypsum board
ceiling . Unit price includes supporting
6.8 m² 381.00
suspended strape at proper location where
necessary as per the design
100mm high and 8mm thick ceramic skirting stuck to wall
6.9 ml 166.70
with approved type of glue and screw.
Approved type granite window sill bedded on cement mortar.
6.10 ml 24.60
Size 27/3 cm.
Approved type marble copping bedded on cement mortar.
6.11 ml 93.00
Size 27/2 cm.

LIHKET DESIGN AND SUPERVISION CORPORATION

 G+1 BUILDING

Client :-Mekdela Amba University(Tulu Awlia Campus)

Project :-Nursery Block
Location :-Tulu Awlia
Block :-G+0 Building
Consultant:-Lihket Design & Supervision Corporation
Item Description Unit QTY Rate Amount
10cm thick C-15 RC 1.5m wide pavement (including 4Ø 8
deformed bar mesh ,expansion joint at every 1.2m length,
6.11 m² 139.50
60cm bulk excavation, 35cm thick selected fill, 20cm basaltic
hard core and cart away).

Supply and lay storm water concrete pipes of half diameter

40cm with a minimum slope of 2% or natural ground slope
which ever is greater on and including a firm bed of red ash
6.12 ml 93.00
100mm thick below. The joints shall be grouted in cement
sand mortar of (1:3). Price shall include 15cm thick stone
masonry shoulder and all the necessary earth work.

TOTAL CARRIED TO SUMMERY

7. GLAZING
Supply and fix glass to windows,doors &window doors as
7.1
indicated on the drawing.
a) 6mm thick clear glass m² 77.13
TOTAL CARRIED TO SUMMERY
8. PAINTING
Apply three coats of approved quality plastic emulision
8.1 paint.Price shall include pre-cleaning and preparation of
surfaces.
a) To internal&external wall surface. m² 1,232.88
b) To internal&external columns and beams. m² 270.85
TOTAL CARRIED TO SUMMERY

LIHKET DESIGN AND SUPERVISION CORPORATION