PROJECT---RESIDENCE BUILDING OWNER:-W/R EMEBET TARIKU

GRAND SUMMARY
No DESCRIPTION AMOUNT (ETB)

A. G+2 RESIDENCE BUILDING 8,300,623.57

Total A 8,300,623.57
VAT 15% 1,245,093.54
GRAND SUM 9,545,717.11

LOCATION--HAWASSA
PROJECT--G+2 RESIDENCE BUILDING OWNER:-W/RO EMEBET TARIKU

Item No. Description Amount (Birr)

A. SUBSTRUCTURE
1 Excavation and Earth work 140,135.64
2 Concrete work 1,113,399.50
3 Masonry work 123,482.50

Sub total (A) 1,377,017.64

B. SUPERSTRUCTURE
1 Concrete work 3,280,734.57
2 Block work 215,421.69
3 Roofing 344,158.30
4 Carpentry and Joinery 319,676.50
5 Almunium Works 410,180.00
6 Plastering 358,835.39
7 Paving and flooring 634,991.34
8 Painting 332,637.40
9 Glazing 238,769.75
10 Sanitary installation 390,356.00
11 Electrical installation 397,845.00

Subtotal (B) 6,923,605.94

Total (A+B) 8,300,623.57

LOCATION---HAWASSA
PROJECT---G+2 RESIDENCE BUILDING OWNER:-W/RO EMEBET TARIKU
Item
Description of Work Unit Qty Rate Amount
no
A. SUBSTRUCTURE
1.EXCAVATION AND EARTH WORK
Clear of the site to remove top soil to an average depth of 20cm.with 200cm
1.1 m2 187.00 50.00 9,350.00
working space in both sides.
Bulk excavation in ordinary soil to reduce level from the natural ground level to a
1.2 m3 30.90 180.00 5,562.00
depth not exceeding 100cm.with 100cm working space in both sdes.
Pit Excavation for isolated footing in ordinary soil from reduced level to a depth 3
1.3 m
not exceeding 100cm. 51.55 180.00 9,278.64
Trench Excavation for peripheral stone masonry wall in ordinary soil to a depth
1.4 m3 62.55 180.00 11,259.00
of 100cm from reduced level .
Backfill around isolated footings and foundation columns with selected material
1.5 m3
well compacted in layers of 20cm by sprinkling water to ensure a proctor density 50.81 180.00 9,145.98
Ditto as item No. 1.5 but under hard core with non-expansive selected material .
1.6 well compacted in layers of 20cm by sprinkling water to ensure a proctor density m3
of 95%. 70.59 180.00 12,706.20
Cart away all surplus excavated soil at a suitable place out side the project site of
1.7 m3
about 5km. 48.19 60.00 2,891.32
25cm thick basaltic or equivalent stone hard-core well rolled consolidated and
1.80 m2
blinded with crushed stones. 177.65 450.00 79,942.50
Total Carried to Summary 140,135.64
2. CONCRETE WORK
5cm thick lean concrete C-5, a minimum cement content of 150kg per meter
2.1
cube of concrete under:
a) Footing pads m2 24.20 250.00 6,050.00
b) Internal Grade Beams m2 18.90 250.00 4,725.00
c) Masonry wall. m2 24.10 250.00 6,025.00

3
Reinforced Concrete class C-25 , a minimum cement content of 320kg /m of
concrete, filled in to formwork and vibrated around reinforcements, formwork
2.2 and reinforcements shall be measured separately.

a) In 10 cm thick ground floor slab. m2 177.65 1750.00 310,887.50

3
Reinforced Concrete class C-25 ,a minimum cement content of 360kg /m of
2.3 concrete, filled in to formwork and vibrated around reinforcements, formwork
and reinforcements shall be measured separately.
c) In grade beam. m3 9.50 9500.00 90,250.00
2.4 Provide, cut and fix in position sawn wooden formwork or equivalent.
a) In footing pads. m2 54.30 450.00 24,435.00
b) In foundation column. m2 44.50 450.00 20,025.00
c) In grade beam. m2 43.40 450.00 19,530.00
Steel reinforcements according to the drawing, price shall include cutting,
2.5 bending placing in position using tying wires and spacers.

a) Ø 8 mm deformed bar. kg 848.60 190.00 161,234.00

b) Ø 14 mm deformed bar. kg 1,215.60 190.00 230,964.00
c) Ø 16 mm deformed bar. kg 1,189.60 190.00 226,024.00
Supply and fix 100x10mm Styrofoam expansion Joint between Grade beam and
2.6 ml
Ground floor slab. 265.00 50.00 13,250.00
Total Carried to Summary 1,113,399.50

LOCATION---HAWASSA
PROJECT---G+2 RESIDENCE BUILDING OWNER:-W/RO EMEBET TARIKU
Item
Description of Work Unit Qty Rate Amount
no
3. MASONRY WORKS
Supply and Construct basaltic or equivalent stone masonry foundation below
3.1 NGL, bedded and jointed in cement and sand mortar, 1:3.according to the m3
drawing. 25.40 3550.00 90,170.00
Ditto item 3.1,but roughly dressed Trachytic stone masonry foundation above 3
3.2 m
NGL , bedded , jointed and one side pointed in cement and sand mortar,1:3. 10.25 3250.00 33,312.50
Total Carried to Summary 123,482.50
B. SUPERSTRUCTURE
1.CONCRETE WORK
3
Reinforced Concrete class C-25 ,a minimum cement content of 360kg /m of
1.1 concrete, filled in to formwork and vibrated around reinforcements, formwork
and reinforcements shall be measured separately.
a) In elevation columns. m3 18.90 9500.00 179,550.00
b) In Floor beams & Top tie beams m3 69.30 9500.00 658,350.00
d) In staircase. m3 3.20 9500.00 30,400.00
1.2 Provide, cut and fix in position sawn wooden formwork or equivalent.
a) In elevation columns. m2 124.37 450.00 55,967.60
b) In Floor & Top tie beams m2 344.00 450.00 154,800.00
Steel reinforcements according to the drawing, price shall including cutting,
1.3
bending placing in position using tying wires and spacers.
a) Ø 8 mm deformed bar. kg 1,054.40 195.00 205,608.81
b) Ø 10 mm deformed bar. kg 2,546.30 195.00 496,528.50
c) Ø 14 mm deformed bar. kg 4,290.58 195.00 836,663.65
d) Ø16 mm deformed bar. kg 3,399.31 195.00 662,866.00
Total Carried to Summary 3,280,734.57
2. BLOCK WORK
20cm thick HCB wall (class-C) bedded in cement sand mortar mix 1:4 and both
2.1 m2 217.44 850.00 184,821.69
sides left for plastering.
2.2 Ditto as item no. 2.1 but 15cm thick HCB wall. m2 42.50 720.00 30,600.00
Total Carried to Summary 215,421.69
3. ROOFING WORK
Supply and fix G-28 Corrugated Iron sheet roof cover fixed to wooden purlin
and wooden truss all according to the truss drawing. Price shall include G-28 roof
3.1 ridge cover as the required Development length of 300mm one coat of anti rust m2
and two coats of enamel. Roof cover measured in horizontal projection and purlin
measured separately. 177.65 1880.00 333,982.00
Construct an average of 70mm thick light weight concrete over the concrete roof
slab with minimum slope of 2%.the surface shall be smooth with trowel to
3.2 m2
receive water proofing material.cement,pumice and sand mix proportion (1:2:4).
15.20 120.00 1,824.00
Construct 30mm thick cement sand screed 1:3 over the light weight concrete. The 2
3.3 m
surface shall be smooth with trowel to receive water proofing materials. 9.45 90.00 850.50
Supply and apply 4mm thick membrane type cementitious water proofing
material, xypex or equivalent over the screed and Gutter in accordance with the 2
3.4 m
manufacturer's instructions. applications shall be all the floor system to a height
of 300mm above finished surface. 9.45 220.00 2,079.00
Supply and fix dia.110mm plastic (PVC) down pipe fixed to wall or columns
3.5 m
with metal straps at minimum c/c 100cm.and fix metal strainer at the top. 27.16 80.00 2,172.80
Supply and fix G-28 sheet metal gutter of Development length 66cm over roof
3.6 m
parafet wall. as per the drawing. 25.00 130.00 3,250.00
Total Carried to Summary 344,158.30

LOCATION---HAWASSA
PROJECT---G+2 RESIDENCE BUILDING OWNER:-W/RO EMEBET TARIKU
Item
Description of Work Unit Qty Rate Amount
no
4. CARPENTRY AND JOINERY
Supply and fix all structural eucalyptus wood members of truss well seasoned,
straight and free of any harmful defects. Each truss joint shall be connected with
band iron and truss shall be firmly anchored to concrete top tie beams with 6mm
plain bar . price shall include anti termite treatment paint and all necessary
4.1 accessories.
Diam. 10-12 cm eucalyptus for upper and lower chord. m 174.00 135.00 23,490.00
4.2 Diam. 8-10 cm eucalyptus for Vertical and Diagonal intermediate members. m 124.00 100.00 12,400.00
Supply and fix 5x7 cm zigba Wood purlin. price shall include anti termite paint.
4.3 m 250.00
20.00 5,000.00
Supply and fix 4mm thick platic ceiling .Price shall include decorative corner 2
4.4 m 1450.00
List. 115.37 167,286.50
4.50 DOORS
D size 900 x2900mm No 4.00 18,800.00 75,200.00
D size 700 x 2900mm No 3.00 12,100.00 36,300.00
Total Carried to Summary 319,676.50
5. Metal Works
Supply and fix Alminium profile framed windows, Window-doors and Doors all
according to the detail drawing and schedule. price shall include hinges approved
quality cylindrical lock,handle,grills,all other necessary accessories, and one coat
of primary & two coats of synthetic paint.
5.1 Windows Door
W size 1350 x 2100mm No 3.00 26320.00 78,960.00
5.2 Windows
W size 2000 x 1800mm No 2.00 40320.00 80,640.00
W size 2000 x 1400mm No 1.00 45424.00 45,424.00
W size 1250 x 2000mm No 2.00 45620.00 91,240.00
5.20 DOORS
D size 900 x2900mm No 1.00 15,672.00 15,672.00
D size 700 x 2900mm No 1.00 16,856.00 16,856.00
D size 1600 x 2900mm No 1.00 17,528.00 17,528.00
5.3 HAND RAIL
supply and fix alminium hand rain accourding to the design in Single rows
around corridor,stair with balusters at every one meters intervals as per the
m
drawing. price shall include all finishing works and which is approved by the
engineer and which is approved by the engineer 13.60 2,650.00 36,040.00
5.4 GUARD RAIL
supply and fix alminium protection (Guard) rail in Single rows around corridor
balusters at every one meters intervals as per the drawing. price shall include all m
finishing works and which is approved by the engineer 10.70 2,600.00 27,820.00
Total Carried to Summary 410,180.00
6. PLASTERING
Finishing work shall include all surface pre-cleaning,
preparation, application of finishing, polishing and
cleaning at the end of finishing work.
Supply prepare and apply two coats of cement mortar plaster to internal wall,
Column surfaces, Stair soffit, Parapet walls and ceiling surfaces where indicated
on the drawings and in accordance with the technical specifications. The
proportioning of the first two coats (Base Coats) shall be as indicated on the
specs. The third coat (Finish Coat) shall be gypsum Finish Coat complying with
6.1 gypsum manufacturer's written instructions.cement Shall comply with the
requirements of ASTM C 150, Type I. Sand Aggregates for Base Coats shall
comply with the requirements of ASTM C 897. gypsum Finish Coat shall be
manufacturer's standard factory-packaged gypsum, including cement, aggregate,
colouring agent, and other proprietary ingredients.price shall include gypsum
plaster.
A) Two coat plastering m2 916.10 250.00 229,024.67
B) gypsum plasstering 2
m 721.17 180.00 129,810.72
Total Carried to Summary 358,835.39

LOCATION---HAWASSA
PROJECT---G+2 RESIDENCE BUILDING OWNER:-W/RO EMEBET TARIKU
Item
Description of Work Unit Qty Rate Amount
no
8. PAVING AND FLOORING
7.1 60x60x9mm non slipery cermic floor tile m2 355.11 1450.00 514,909.50
7.1 30x30x9mm non slipery cermic floor tile m2 4.65 850.00 3,952.50
7.3 10x0.9cm cermic tile skirting m 381.00 140.00 53,340.00
7.3 supply and fix standard type of plastic tile m2 37.22 300.00 11,164.71
7.4 plastic skirting m 34.90 120.00 4,188.00
Supply and lay approved type marble tread and riser bedded in cement-sand
7.5
screed 1:3.
a) Tread size 310mmx30mm m 16.60 650.00 10,787.40
b) Riser size 170mmx20mm m 14.68 600.00 8,808.00
c) landing size 400mmx400mm m2 2.48 150.00 371.28
d) 140mmx20mm Skirting along flights m 10.13 110.00 1,113.75
Supply and lay roughly concrete pavement around the building on 30cm thick
7.6 m
compacted select fill.Price shall include pointing with cement sand mortar 1:2. 21.50 200.00 4,300.00
Construct an average size of f 300mm half circle concrete ditch around the
building over selected material fill. Compact around edges provide a
7.70 m
minimum of 0.5% slope towards flow direction. The surface shall be
smooth and edges straight. 43.00 90.00 3,870.00
7.80 Concrete curb stone in C-20 of size 100cmx25cmx10cm having smooth surface m 21.50 60.00 1,290.00
and
Dittostraight
as itemedge.
7.8 Price shall include
but Ø300mm pointing
full circlejoints and allditch,
concrete relatedits
works.
position as
7.90 directed by the engineer. m2
8.00 160.00 1,280.00
Supply and fix 270x30 mm Well approved quality Marble window sill ,
7.10 bedded in cement and sand mortar 1:3. all according to the drawing. m
11.73 190.00 2,228.70
Supply and stuck to wall 200x300x6 mm ceramic wall tile with cement
7.11 sand and mortar bedding in 1:1. joints shall be grouted with white m
cement. 89.25 150.00 13,387.50
Total Carried to Summary 634,991.34
8. PAINTING
three coat of paint to all plastered internal surface of walls, reinforced concrete
8.1 m2 491.71 550.00 270,439.00
columns & beams.
8.2 Ditto as item No. 9.1 but quartz painting to all external surface m2 163.68 380.00 62,198.40
Total Carried to Summary 332,637.40
9. GLAZING
Supply and fix 4mm thick clear glass to all metal Door , Windows & Door -
9.1 m2 154.05 1550.00 238,769.75
Windows. Price shall include good quality sticking putty.
Total Carried to Summary 238,769.75
10. SANITARY INSTALLATION
10.1 SANITARY EQUIPMENT (FIXTURES)
All fixtures & respective accessories are subjected to approval, based on
SAMPLES, CATALOGUES and BROCHURES presented by the Contractor.
Supply and fix Acqua or equivalent hand wash basin with Pedestal Stand, made
of white vitreious china, complete with chrome plated faucet, chain holder, plug,
10.1.1 P-smell trap, and all other necessary accessories there to. Unit price shall include
all the necessary assistance works there to.
a) 500 x 405mm normal No 4.00 8500.00 34000.00
Supply and fix Acqua or equivalent low flush water closet made of white vitreous
china including low flush cistern complete with universal mechanism & float
10.1.2 valve, plastic seat and cover and other required accessories of approved standards No
& best quality. Unit price shall include all the necessary assistance works there
to. 4.00 7500.00 30000.00
Supply and fix toilet paper holder made of white vitreous china, or equivalent,
complete with chrome plated metal roller & fastening screws and other
10.1.4
accessories; all of approved Standards & quality. Unit price shall include all the
necessary assistance works there to.
Size:- 200 x 200 mm No 4.00 1400.00 5600.00
Supply and fix soap holder in white vitreous china complete with the necessary
10.1.5 fixing and other accessories there to; all of approved Standards & quality. Unit
price shall include all the necessary assistance works there to.
Size:- 200 x 200 mm No 4.00 350.00 1400.00
10.1.6 Supply and fix crystal glass mirrors with copper back protection, for hand wash
basins, including chrome
Size:- 500 x 400plated
mm brass mirror clips & screws, and other No 4.00 600.00 2400.00

LOCATION---HAWASSA
PROJECT---G+2 RESIDENCE BUILDING OWNER:-W/RO EMEBET TARIKU
Item
Description of Work Unit Qty Rate Amount
no
10.1.7 Supply and fix Shower Unit made of enameled cast iron plate with slip
resistant base including chrome plated shower head, mixing valves,
Smell trap and other required accessories of approved standards & best
quality. Unit price shall include all the necessary assistance works there
to.
Size:- 700 x 700mm No 4 4,500.00 18000.00
10.1.8 Supply and fix electric water heater complete with all water proofing,
mounting and fastening materials, heat insulating safety and non-Return
valve, 3x2.5mm cable with plug and other accessories there to: all of
approved Standards & quality.Unit price shall include all the necessary
assistance works there to.
a) 50 liter capacity No 4 6,500.00 26000.00
WATER SUPPLY PIPES AND VALVES
10.2
All Pipes & Fittings are subjected to approval, based on SAMPLES,
CATALOGUES and BROCHURES presented by the Contractor.
Supply and install polypropylene-Random (PPR) pipes,PN 20, to internal cold &
hot water distribution system as shown on the drawings. Complete with all the
necessary fittings & accessories such as elbows, tees, reducers, supports & fixing
straps,... etc; all of approved standards& quality. The scope of work includes all
10.2.1 incidencial civil works such as chiselling of walls ,floors, & closing them with
cement mortar to normal conditions. The system shall be tested two times the
working pressure or 10kg/cm2 meters head, which ever is greater at the expense
of the contractor. size mentioned is external.

a)Ø20 mm m 10.00 40.00 400.00

b)Ø25 mm m 15.00 55.00 825.00
c)Ø32 mm m 40.00 65.00 2600.00
b)Ø40 mm m 27.00 65.00 1755.00
b)Ø50 mm m 25.00 68.00 1700.00
Supply and fix Gate Valves, compatible with PPR pipes of approved standards
& quality, on water supply distribution lines as where shown on the drawings.
10.2.2
Complete with union, elastic water proofing , hand wheel of and all other
necessary accessories there to.
a)Ø20 mm No 4.00 111.00 444.00
10.2.3 Supply and install electrical driven centrifugal pump to lift water from ground Reservoir
to Elevated water tank for domestic water supply purpose, complete with all
accessories like non return (check) valve, gate valves, etc… according to the layout
shown in the pumping station. Both pumps, the on duty and the stand by one, will
have common suction as well as delivery lines. The pump system shall made to start
automatically in accordance with the minimum and maximum levels of water in the
elevated water tank and also the minimum level of the ground reservoir, by the help of
automatic float switches or equivalent. Unit price shall include all necessary devices
and fittings such as electrical control panel including accessories there to, automatic
float switches together with required cable, provision of shook absorber, concrete
pedestal, and all the necessary accessories there to: All of approved standards &
quality.
a · Q = 4.0l/s
· H = 65m
· P = 5kw No 1.00 3,600.00 3600.00
b · Q = 40l/s
· H = 65m
· P = 11kw No 1.00 3,900.00 3900.00
c · Q = 2.0l/s
· H = 65m
· P = 3kw No 1.00 3,500.00 3500.00
3.0 SOIL, WASTE WATER AND VENT PIPES AND
FITTINGS
All Pipes & Fittings are subjected to approval, based on SAMPLES,
CATALOGUES and BROCHURES presented by the Contractor; and all Sanitary
units should be approved based on test certificates.

LOCATION---HAWASSA
PROJECT---G+2 RESIDENCE BUILDING OWNER:-W/RO EMEBET TARIKU
Item
Description of Work Unit Qty Rate Amount
no
Supply and install soil ,waste water & vent pipes in horizontal branches and
vertical stacks,made of rigid plastic pipe (PVC), according to where shown on the
drawingshorizontal branches shall be laid in a slope of 2%. Unit price shall
10.3.1
include all the necessary assistance works, such as chiseling of walls & floors
and closing them with cement mortar to normal conditions, fixing or hanging of
pipes to walls, beams or slabs, excavation, cartaway, ... etc.
a)Ø50 mm m 10.00 160.00 1600.00
c)Ø110mm m 10.00 170.00 1700.00
Supply and fix floor drain made of stainless steel or equivalent, according to where
10.3.2 located on the drawings complete with smell trap and other necessary accessories there
to, all of approved standards & quality.
Size: - Ø50mm No 15.00 700.00 10500.00
Supply and install vent caps made of rigid PVC to be connected to the roof terminal of
10.3.3
vent pipe. Unit price shall include flushing works to prevent roof leakage: -
Size: -Ø50mm No 8.00 100.00 800.00
10.4 ROOF WATER TANK
All Materials are subjected to approval, based on SAMPLES, CATALOGUES and
BROCHURES presented by the Contractor; and all Sanitary units should be approved
based on test certificates.
Supply and mount water tanks of fiber glass, horizontal type, on the roof slab as where
shown on the respective drawings, complete with Ø25mm inlet, Ø50mm outlet, over
flow and drain access holes, and respective Nipples, Ø25mm float valve.... etc. All as
10.4.1
per the drawings submitted ,and of approved standards & quality. Unit price shall
include all assistance works there to.

Size: - 15m³ capacity No 1.00 29000.00 29000.00

Supply and install HDPE pipes as per the roof layout to distribute water from water
tanks to sanitary rooms; complete with all fittings and accessories such as elbows, Tee
10.4.2
reducing pieces fixing straps, … etc. Unit price shall include all assistance works there
to.
a)Ø25mm no 15.00 20.00 300.00
Supply and install HDPE Ball Valves as per the roof layout complete with all
10.4.3
accessories. Unit price shall include all assistance works there to.
a)Ø25mm No 1.00 260.00 260.00
10.5 Construct circular manholes out of mortar filled, 20cm thick HCB wall, internally
plastered, on a base of 100mm thick RC-Concrete slab cast over 15cm thick
hard core, and covered with 80mm thick RC-slab with steel bar handle; all as No
shown on the Detail drawings . Price shall also include excavation of pit ,
backfilling and cartaway . 5.00 5000.00 25000.00
10.6 Construct effective volume 40m3 Septic Tank out of 600mm thick stone
massonry wall and double brick partition wall on a base of 200mm thick R.C
concrete bottom slab, RC top slab and reinforced concrete manhole cover. The
work shall be carried out in accordance with the given sanitary and structural
drawings & instructions. Price shall include excavation to the required depth,
backfilling, cart away and all the necessary assistance and incidental works.
No 1 155,000.00 155000.00
10.7 WATER & DAMP PROOFING WORK
All Materials are subjected to approval, based on SAMPLES, CATALOGUES and
BROCHURES presented by the Contractor; and all Sanitary units should be approved
based on test certificates.
Supply and Apply Water proofing material for suspended floor toilets of the Office Bldg.
Application shall be all the floor system & Walls to a height of 300mm above FFL of
10.7.1
the space (room) under concideration, and all as per the manufacturer's instruction.

a) Suspended floor Toilets 2

m 85.92 350.00 30072.00
Total Carried to Summary 390,356.00

LOCATION---HAWASSA
PROJECT---G+2 RESIDENCE BUILDING OWNER:-W/RO EMEBET TARIKU
Item
Description of Work Unit Qty Rate Amount
no
ELECTRICAL INSTALLATION
Supply and install :-
1. Distribution Boards
Flush mounted distribution Board, in sheet steel enclosure with lockable door and
1.1 including bus bars of 63Amp/3Phase, all necessary fixing and connecting
accessories, complete and consisting of:-
1 pc 150A, main MCB, 3 Phase
1 pcs 63A, MCB, 3 Phase
2 pcs 50A, MCB, 3 Phase
2 pcs 25A, MCB, 3 Phase No 1 36000.00 36,000.00
1 pc 50A, main MCB, 3 Phase
1 pcs 63A, MCB, 3 Phase
2 pcs 50A, MCB, 3 Phase
2 pcs 25A, MCB, 3 Phase No 1 17500.00 17,500.00
Ditto as item 1.1 consisting of;
1 pc 32A, main MCB, 3 Phase
30 pcs 10A, MCB, 1 Phase
30 pcs 16A, MCB, 1 Phase
2pcs 50A,MCB, 1 phase
2 pcs 20A, MCB, 3 Phase No 5 15000.00 75,000.00
Ditto as item 1.1 consisting of;
1 pc 25A, main MCB, 1 Phase
8 pcs 10A, MCB, 1 Phase
7 pcs 16A, MCB, 1 Phase No 1 14000.00 14,000.00
2. Feeder Power Cables
Multi-core power cable copper conductor, PVC/PVC, colour coded, in CABLE
SHAFT and PVC conduits, connected and tested, all as specified and as shown on
drawings
CABLES
2.1 (5x24)mm sq. ml 12 3550.00 42,600.00
2.2 (5x6)mm sq. ml 25 1900.00 47,500.00
2.3 (5x4)mm sq. ml 6 1700.00 10,200.00
2.4 (5x2.5)mm sq. ml 15 750.00 11,250.00
PVC PIPES
2.5 PVC conduit of 50 mm diameter ml 30 400.00 12,000.00
2.5 PVC conduit of 100 mm diameter ml 45 500.00 22,500.00
3. Light Points
Flush mounted light points fed through PVC insulated conductors of 3x2.5mm2
3.1 inside PVC conduits of 16mm diameter, including junction boxes with covers and No 15 310.00 4,650.00
insulating screw cap connectors, complete with all necessery materials.
4. Extra Over Light Points for Flush Mounted Switches
4.1 Flush mounting double switch type Legrand or Approved equivalent No 10 170.00 1,700.00
4.2 Flush mounting two way switch type Legrand or Approved equivalent No 10 130.00 1,300.00
4.3 Flush mounting single switch type Legrand or Approved equivalent No 10 140.00 1,400.00
4.4 Flush mounting intermidiate switch type Legrand or Approved equivalent No 10 150.00 1,500.00
5. Socket Outlet Points
Flush mounted socket outlet points fed through PVC insulated conductors of
2
3x2.5mm inside PVC conduits of 16mm diameter, including junction boxes with
5.1 No 18 300.00 5,400.00
covers and insulating screw cap connectors, complete with all necessery materials.

6. Flush Mounted Socket Outlets

6.1 Flush mounting single 10-16A/1P Legrand type or approved equivalent No 24 165.00 3,960.00
6.2 Flush mounting single 10-16A/1P Legrand type or approved equivalent No 35 180.00 6,300.00

LOCATION---HAWASSA
PROJECT---G+2 RESIDENCE BUILDING OWNER:-W/RO EMEBET TARIKU
Item
Description of Work Unit Qty Rate Amount
no
7. Light Fittings and Lamps
Connected and tested including lamps and accessories complete, all as specified or
described in lighting fittings schedule and as shown on the drawings.
7.1 Flush mounting massive 40W approved equivalent No 15 355.00 5,325.00
7.2 Flush mounting massive 60W approved equivalent No 15 380.00 5,700.00
7.3 Flush mounting RZB No 12 270.00 3,240.00
7.4 Flush mounting single 20A/1P Legrand type or approved equivalent No 15 210.00 3,150.00
7.5 Flush mounting double10-16A/1P Legrand type or approved equivalent No 15 200.00 3,000.00
8. Low Voltage System Earth
8.1 16x2400mm earth rod. No 1 1000.00 1,000.00
1x16 sq mm bare copper earth conductor from LPP-ADM-GF earth terminal to
8.2 earth rods in PVC pipe 50mm diameter. ml 2 85.00 170.00
9. Manhole
9.1 Manhole in bricks and with concrete base internally of 700x700x700mm including
cast removable reinforced concreate cover with lifting hole. No 2 800.00 1,600.00
10. Data/Telecom points/outlets
10.1 Twin data/Telecom point fed through 2xcat6 data cable of 4 pair inside PVC
conduit of 19mm diameter, including junction boxes with covers, insulating screw No 4 350.00 1,400.00
cap connectors, all for flush mounting.
10.2 Data/Telephone socket outlet (RJ-45) flush mounting (Legrand mosaic range) No 4 250.00 1,000.00
10.3 Surface mounting Data/TV pannell with cover fed through telecom cable
,including pvc conduit of 20mm diameter and terminals. No 5 8000.00 40,000.00
10.4 TV point fed through PVC conduit of 19mm diameter, including junction boxes
with covers, insulating screw cap connectors, all for flush mounting. No 5 300.00 1,500.00
10.7 Telle patche pannel No 2 5000.00 10,000.00
10.8 TV pannel No 1 6000.00 6,000.00
Total Carried to Summary……………… 397,845.00

LOCATION---HAWASSA