Download - Hawassa BOq

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Clint :W/ro Hewan Umar

Project : G+2 Residential Building

Location : Hawassa, EastSubject: Specification ,Bill of Quantity and Engineers Estimate

Summery of Engineers Estimate

Description Unit

}^ l. SÓKÝ SK¡Á

1.Main BuildingG+2 Residential Building

1 A: SUB STRUCTURE

A1. Excavation & earth work Birr… 127,081.94

A2. Concrete Work Birr… 149,241.32

A3. Stone Masonry Birr… 32,640.00

Total Sub Structure A) Birr… 308,963.26

B: SUPER STRUCTURE

B1. Concrete Work Birr… 291,080.16

B2. Block Work Birr… 96,981.33

B3. Roofing Birr… 97,861.88

B4. Carpentry & Joinery Birr… 29,300.00

B5. Metal Work Birr… 88,960.00

B6. Finishing Birr… 186,201.09

B7. Flooring Birr… 222,651.88

B8. Painting Birr… 34,522.97

B9. Glazing Birr… 13,452.98

B10. Electrical Installation Birr… 121,575.00

B11. Sanitary Installation Birr… 300,050.00

Total Super Structure (B) Birr… 1,482,637.28

Total Super Structure (A+B) Birr… 1,791,600.54

15%VAT Birr… 268,740.08

TOTAL Birr… 2,060,340.62

Item No.

Total Contract Amount

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Clint :W/ro Hewan Umar

Project : G+2 Residential Building

Location : Hawassa, EastSubject: Specification ,Bill of Quantity and Engineers Estimate

Description Unit Rate

}^ l. SÓKÝ ¾¨<K SÖÕ �1.Main Building

G+1 Residential Building

A . Excavation & Earth workA1. SUB STRUCTURE

1- SITE CLEARING1.01

375.00 5.00 1,875.00

Bulk excavation1.02

187.50 22.00 4,125.00

1.03

60.20 25.00 1,504.88

1.04 20.07 30.00 601.95

1.05

108.80 25.00 2,720.00

Fill

1.06

54.40 60.00 3,264.00

1.07

71.24 60.00 4,274.40

Disposal1.08

2,110.90 35.00 73,881.54

1.09

348.35 60.00 20,901.11

1.10 348.35 40.00 13,934.07

Total carried to summary ###

A 2 - CONCRETE WORK

SUB STRUCTURE

2.01

296.39 65.00 19,265.51

2.02 In footings 7.86 1,800.00 14,140.80

2.03 In foundation column 1.16 1,800.00 2,095.20

2.05 Grade Beam 10.88 1,800.00 19,584.00

2.06 15 cm Basement floor slab 147.46 270.00 39,814.88 1,700.00

2.08 Footings 22.56 75.00 1,692.00

Item No.

Contract Qty

Total Contract Amount

Yó` SK¡Á

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Clear of site to a depth of 20 cm and grub debris and grabbed materials from site.

m2

Bulk excavation in ordinary soil to a depth not exceeding 1500mm m3

Excavation in ordinary soil for isolated foundation footing to a depth not exceeding 1500mm below stripped level.

m3

Ditto , but 1500mmnot exceeding 3000mm depth m3

Trench excavation in ordinary soil to a depth not exceeding 1500mm from reduced ground level m3

Fill around the Trench foundation with imported selected material and compacted in layers not exceeding 200 mm

m3

Fill around the foundation with imported selected material and compacted in layers not exceeding 200 mm

m3

Cart away excavated materials per the instruction of the engineer . m3

Granular Selected material fill under floor slab with selected material & compacted in layers not exceeding 20cm.

m3

250mm thick sound stone hard core finished, blinded and crushed. m2

50mm thick lean concrete in concrete class C-5, with minimum cement content of 150kg/m3 under footings, floor slab. ,Beam and stone foundation wall .

m2

Reinforced concrete in concrete class C-25 with minimum cement content of 360Kg/M3 cast into form work and vibrated around road reinforcement. Form work and steel measured separate.

m3

m3

m3

m3

Provide cut and fix sawn zigba wood form work to:-

m2

2.09 Foundation columns 19.40 75.00 1,455.00

2.11 Grade Beam 87.04 75.00 6,528.00

2.13

2.14 Kg - 22.00 -

b)dim 8mm deformed bar Kg 1,030.20 18.00 18,543.59

c)dim 10mm deformed bar Kg - 18.00 -

d)dim 12mm deformed bar Kg 170.50 18.00 3,068.93

e)dim 14mm deformed bar Kg 719.96 18.00 12,959.36

f)dim 16mm deformed bar Kg 499.72 18.00 8,995.00

g)dim 20mm deformed bar Kg 61.06 18.00 1,099.05

Kg - 18.00 -

Total carried to summary ###

A3- STONE MASONRY

3.01 54.40 600.00 32,640.00

Total carried to summary 32,640.00

B. SUPER STRUCTURE B1- CONCRETE WORK

1.01 In elevation column 5.83 1,800.00 10,497.60

1.02 20.06 1,800.00 36,108.00

1.03 In stair case.& landing 7.38 1,800.00 13,289.11

1.04 150 mm thick floor slab. 253.53 270.00 68,451.75

1.06 Elevation column 97.20 75.00 7,290.00

1.07 221.68 75.00 16,626.00

1.08 Stair case and landing 31.24 85.00 2,655.23

1.09 150 mm thick floor slab. 253.52 75.00 19,014.38

1.11

a) dim 6mm plane bar Kg - 22.00 -

b)dim 8mm deformed bar Kg 2,737.22 18.00 49,269.95

c)dim 10mm deformed bar Kg 938.84 18.00 16,899.11

d)dim 12mm deformed bar Kg 625.31 18.00 11,255.61

e)dim 14mm deformed bar Kg 541.84 18.00 9,753.06

f)dim 16mm deformed bar Kg 1,665.02 18.00 29,970.36

g)dim 20mm deformed bar Kg - 18.00 -

m2

m2

Steel reinforcement, price shall including cutting bending tying with wire and placing in position.

a) dim 6mm plane baronet price Only

h)dim 24mm deformed bar Unit price

Stone foundation wall in cement mortar, mix 1:4. m3

Reinforced concrete in concrete class C-25, with minimum cement of 360kg/M3 cast into form work and vibrated around road reinforcement. Form work and steel measured separate.

m3

In beam and intermediate beam ,top tie beam

m3

m3

m2

Provide cut and fix sawn zigba wood form work to:-

m2

In beam and intermediate beam top ,tie beam

m2

m2

m2

Steel reinforcement, price shall including cutting bending tying with wire and placing in position.

h)dim 24mm deformed bar Kg - 18.00 -

Kg - 18.00 -

Total carried to summary ###

B2 . Block Work

( Super- structure )

2.01

382.81 170.00 65,078.13

2.02 Ditto, but 10cm thick. 212.69 150.00 31,903.21

Total carried to summary 96,981.33

B3. Roofing 3.01

17.33 55.00 952.88

3.02

11.70 140.00 1,638.00

3.03

173.22 550.00 95,271.00

3.04ml - 160.00 -

3.05ml - 130.00 -

Total carried to summary 97,861.88

B4- Carpentry & Joinery

FLUSH WOOD DOORS

4.01 Type D1 size 70 x 210 cm No 15.00 1,800.00 27,000.00

4.02 Type D2 size 90 x 210 cm No 1.00 2,300.00 2,300.00

Total carried to summary 29,300.00

B5. Metal Work

A. WindowType W1:size 135x 195cm No 1.00 2,025.00

Type W2:size 110x200cm No 2.00 2,600.00

Type W3:size 130x160cm No 1.00 2,500.00

i)dim 24mm deformed bar Unit price

20cm thick hollow block wall bedded on compo mortar mix 1:3 both side left for plaster.

m2

m2

Apply average thickness of 3cm cement screed over the terrace concrete.

m2

Apply 1 (One) layers of flint Coat treatment for damp proofing or Membrane damp proof course or (water proofing material )to terrace & roof slab, (including the necessary primer) as per manufacturer application procedure. m2

Roof cover in Harvey tiles or equivalent material fix to50x70 cm purl in in position & Price shall include all the necessary upper, lower ,vertical members as per the drawing (with all accessories). Roof measured in Horizontal Projection) m2

Harvey tiles vally gutter development length 450mm

Harvey tiles Side wall flasing development length 450 mm

Flush wood doors with semi solid core covered with approved veneer on both sides to a finished thickness of 4cm. Price shall include frames hard wood lapping and edgings at sides, top and bottom and 12cm high kick plate. Door hardware measured elsewhere.

LTZ profilewindows and doors cut and assembled the size and shape shown on the schedule of windows and doors subject to the approval of shop drawings Price shall include all the necessary ironmongery door stopper, cylindrical lock handle. (glazing measured separetly).

Type W4:size 75x290cm No 3.00 2,600.00

Type W5:size160x230cm No 2.00 4,400.00

Type W6:size 150x275cm No 2.00 5,000.00

B. Doors

5.4 Type WD1:size 270x 430 cm No 1.00 14,000.00 14,000.00

5.6 Type D1:size 170 x 250 cm No 4.00 5,100.00 20,400.00

5.7 Type D1:size 80 x 250 cm No 6.00 2,400.00 14,400.00

5.8 Type D1:size 200 x 250 cm No 1.00 6,000.00 6,000.00

5.9 Type D1:size 310 x 250 cm No 2.00 3,700.00 7,400.00

5.11ml 44.60 600.00 26,760.00

Total carried to summary 88,960.00

B6. Finishing

6.01 595.50 55.00 32,752.53

6.02 882.30 50.00 44,115.02

6.03 882.30 55.00 48,526.52

6.04

595.50 23.00 13,696.51

6.1 882.30 25.00 22,057.51

6.06

119.30 210.00 25,053.00

Total carried to summary ###

B7. FlooringCeramic Tiles

7.01 253.53 55.00 13,943.88

7.02

253.53 180.00 45,634.50

7.03

132.00 190.00 25,080.00

Marble Tiles

7.04 202.00 65.00 13,130.00

7.05

69.44 650.00 45,136.00

7.06

ml 26.40 160.00 4,224.00

7.07

ml 13.20 160.00 2,112.00

Supply and fix Metalic handrail with support of same size. As per the drawings.

Apply 3 coats of plastering to internal wall surface in cement mortar mix 1:3.

m2

Ditto, but to concrete ceilings and beams.

m2

Apply 3 coats of plastering to external wall surface in cement mortar mix 1:3.

m2

Apply with gypsum Cement plastering to internal wall surface to Satisfy fine Final smooth. m2

Ditto, but to concrete ceilings & beams.

m2

Supply and fix gypsum board ceiling supported by metal profiles. Price shall include the necessary profiles and.Gypsum corner lists, m2

30mm thick cement & sand screed to receive ceramic floor tiles. m2

Non slippery ceramic floor tiles bedded in cement & sand mortar mix (1:3) & cement wash grouting. Color to much ceramic floor.

m2

200 x 300 x 6mm glazed ceramic wall tile fix to plastered wall surface with cement wash grouting. m2

48mm thick cement & sand screed to Marble Tiles floor tiles. m2

Marble chips floor tiles bedded in cement & sand mortar mix (1:3) & cement wash grouting m2

Marble to stairs 3cm thick .

a) Trade size 110x 32cm.

2cm thick black Marble

a Riser size 110x 15cm

7.08ml 37.30 160.00 5,968.00

7.09 2cm thick Marble window sills. ml 8.45 130.00 1,098.50

PVC Tile Flooring

7.10 202.00 65.00 13,130.00

7.11

202.00 180.00 36,360.00

7.12ml 101.00 40.00 4,040.00

Terrazzo Tiles

7.13

32.00 65.00 2,080.00

7.14 32.00 280.00 8,960.00

7.15ml 27.00 65.00 1,755.00

Total carried to summary ###

B8 . Painting

8.01

808.19 20.00 16,163.77

8.02 378.04 22.00 8,316.95

8.03 External wall surface. plastering 382.81 20.00 7,656.25

8.04 To gypsum board ceiling 119.30 20.00 2,386.00

Total carried to summary 34,522.97

B9. Glazing

9.01 Single 4mm thick clear glass . 74.74 180.00 13,452.98

Total carried to summary 13,452.98

3cm thick Marble threshold (door sills) on cement & sand mortar mix (1:3) bedding.

48mm thick cement and sand screed with cement mortar mix 1:3 to receive PVC tiles.

m2

Supply and lay 2mm PVC tiles flooring stuck down to floor with approved type adhesive. m2

10cm high plastic tile skirting stuck to wall with approved type adhesive.

48mm thick cement and sand screed with cement mortar mix 1:3 to receive terrazzo tiles.

m2

Supply and lay 3mm terrazzo tiles flooring.

m2

10/2cm high terrazzo tile skirting stuck to wall with approved type adhesive.

Prepare and apply by brush 3 coats of approved plastic emulsion paint to internal wall surface. m2

Ditto, but to concrete ceilings and beams.

m2

m2

m2

Supply and fix glass glazing to windows and doors :-

m2

Clint :W/ro Hewan Umar

Project : G+2 Residential Building

Location : Hawassa, EastSubject: Specification ,Bill of Quantity and Engineers Estimate

MEASUREMENT TAKE - OFF SHEET

Description Unit No Elm Length Width Height

}^ l. SÓKÝ

G+1 Residential Building

A- SUB -STRUCTURE

A1-Excavation and Earth work

1.01 1 15.000 25.00 375.00

Total 375.00

1.02 1 15.000 25.00 0.50 187.50

Total 187.50

1.03

F1 (Footing 1 ) 5 1.70 1.70 1.50 21.67

F2 (Footing 2 ) 4 2.00 2.00 1.50 24.00

F3 (Footing 3 ) 2 2.20 2.20 1.50 14.52

Total 60.20

1.04

F1 (Footing 1 ) 5 1.70 1.70 0.50 7.23

F2 (Footing 2 ) 4 2.00 2.00 0.50 8.00

F3 (Footing 3 ) 2 2.20 2.20 0.50 4.84

Total 20.07

1.05

Service Quarter AxesA&B 2 15.00 1.00 1.00 30.00

Service Quarter Axes1,2,3&4 4 2.70 1.00 1.00 10.80

Main Building Axes 2,3&4 3 11.00 1.00 1.00 33.00

Main Building Axis D 1 5.00 1.00 1.00 5.00

Main Building Axes C,E&F 3 10.00 1.00 1.00 30.00

Total 108.80

1.06

Service Quarter AxesA&B 2 15.00 0.50 1.00 15.00

Service Quarter Axes1,2,3&4 4 2.70 0.50 1.00 5.40

Main Building Axes 2,3&4 3 11.00 0.50 1.00 16.50

Main Building Axis D 1 5.00 0.50 1.00 2.50

Main Building Axes C,E&F 3 10.00 0.50 1.00 15.00

Total 54.40

Item No.

Positive Qty

Negative

Qty

Yó` S>¡¿

¾w²| SÖÕ YœOr eó| tS|

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}k““i SÖÕ

Clearof site and grub debris and grabbed materials from site. m2

Bulk excavation in ordinary soil to a depth not exceeding 1500mm m3

Excavation in ordinary soil for isolated foundation footing to a depth not exceeding 1500mm below stripped level.

m3

Ditto , but 1500mmnot exceeding 3000mm depth m3

Trench excavation in ordinary soil to a depth not exceeding 1500mm from reduced ground level

m3

Fill around the Trench foundation with imported selected material and compacted in layers not exceeding 200 mm m3

1.07

F1 (Footing 1 ) 5 1.70 1.70 2.00 28.90

F2 (Footing 2 ) 4 2.00 2.00 2.00 32.00

F3 (Footing 3 ) 2 2.20 2.20 2.00 19.36

F1 (Footing Pad ) 5 1.20 1.20 0.30 2.16

F2 (Footing Pad ) 4 1.40 1.40 0.40 3.14

F3 (Footing Pad ) 2 1.60 1.60 0.50 2.56

C1 with F1 5 0.20 0.30 1.70 0.51

C2 with F2 4 0.20 0.30 1.60 0.38

C3 with F3 3 0.20 0.30 1.50 0.27

80.26 9.02

Total 71.24

1.09

As per Item No 1.01 1 15.000 25.00 0.20 75.00

As per Item No 1.02 1 15.000 25.00 0.50 187.50

As per Item No 1.03 60.20

As per Item No 1.04 20.07

As per Item No 1.05 108.80

Total 451.56

1.10

1 3.88 2.70 0.50 5.23 2 5.00 2.70 0.50 13.50 1 3.00 5.00 0.50 7.50 1 2.50 5.00 0.50 6.25 3 5.50 5.00 0.50 41.25

Total 73.73

1.11

1 3.88 2.70 10.46 2 5.00 2.70 27.00 1 3.00 5.00 15.00 1 2.50 5.00 12.50 3 5.50 5.00 82.50

Total 147.46

2.01

a) under footing

F1 (Footing 1 ) 5 1.70 1.70 14.45

F2 (Footing 2 ) 4 2.00 2.00 16.00

F3 (Footing 3 ) 2 2.20 2.20 9.68

Total 40.13

b) under stone masonry

Service Quarter AxesA&B 2 15.00 1.00 30.00

Service Quarter Axes1,2,3&4 4 2.70 1.00 10.80

Main Building Axes 2,3&4 3 11.00 1.00 33.00

Main Building Axis D 1 5.00 1.00 5.00

Main Building Axes C,E&F 3 10.00 1.00 30.00

Total 108.80

Fill around the foundation with imported selected material and compacted in layers not exceeding 200 mm m3

Cart away excavated materials per the instruction of the engineer . m3

Granular Selected material fill under floor slab with selected material & compacted in layers not exceeding 20cm.

m2

250mm thick sound stone hard core finished, blinded and crushed.

m2

A2. Concrete work

50mm thick lean concrete in concrete class C-5, with minimum cement content of 150kg/m3 under footings, Basement floor slab. ,Beam and stone foundation wall .

m2

m2

c) under GradeBeam m2

Total -

D )under floor slab

Same as article 1.11

147.46

Total 296.39

2.02 In footing

F1 (Footing Pad ) 5 1.20 1.20 0.30 2.16

F2 (Footing Pad ) 4 1.40 1.40 0.40 3.14

F3 (Footing Pad ) 2 1.60 1.60 0.50 2.56

Total 7.86

2.03 In foundation column

C1 with F1 5 0.20 0.30 1.70 0.51

C2 with F2 4 0.20 0.30 1.60 0.38

C3 with F3 3 0.20 0.30 1.50 0.27

Total 1.16

2.05 GradeBeam

Service Quarter AxesA&B 2 15.00 0.25 0.40 3.00

Service Quarter Axes1,2,3&4 4 2.70 0.25 0.40 1.08

Main Building Axes 2,3&4 3 11.00 0.25 0.40 3.30

Main Building Axis D 1 5.00 0.25 0.40 0.50

Main Building Axes C,E&F 3 10.00 0.25 0.40 3.00

Total 10.88

2.06 10 cm thick Ground floor slab

Same as artcle 1.11 147.46

147.46

2.08 Footings

F1 (Footing Pad ) 5 1.20 1.20 0.30 7.2

F2 (Footing Pad ) 4 1.40 1.40 0.40 8.96

F3 (Footing Pad ) 2 1.60 1.60 0.50 6.4

Total 22.56

2.09 Foundation columns

C1 with F1 5 0.20 0.30 1.70 8.5

m2

C-25 Reinforced concrete minimum cement content 360 kg/m3 filed in to form work and vibrated around steel reinforcement (form work and reinforcementmasered separately)

m2

m3

m3

m2

Proved cut and fix in position steel panel form work to:

m2

m2

C2 with F2 4 0.20 0.30 1.60 6.4

C3 with F3 3 0.20 0.30 1.50 4.5

Total 19.40

2.11 GradeBeam

Service Quarter AxesA&B 2 15.00 0.25 0.40 24.00

Service Quarter Axes1,2,3&4 4 2.70 0.25 0.40 8.64

Main Building Axes 2,3&4 3 11.00 0.25 0.40 26.40

Main Building Axis D 1 5.00 0.25 0.40 4.00

Main Building Axes C,E&F 3 10.00 0.25 0.40 24.00

Total 87.04

2.13

a) dim 6mm plane bar kg #REF! #REF!

b)dim 8mm deformed bar kg #REF! #REF!

c)dim 10mm deformed bar kg #REF! #REF!

d)dim 12mm deformed bar kg #REF! #REF!

e)dim 14mm deformed bar kg #REF! #REF!

f)dim 16mm deformed bar kg #REF! #REF!

g)dim 20mm deformed bar kg #REF! #REF!

h)dim 24mm deformed bar kg #REF! #REF!

m2

Steel reinforcement according to structural drawings , price shall including cutting bending in position and placing in position and tying wire .

#REF!

A3- STONE MASONRY

3.01

Service Quarter AxesA&B 2 15.00 0.50 1.00 15.00

Service Quarter Axes1,2,3&4 4 2.70 0.50 1.00 5.40

Main Building Axes 2,3&4 3 11.00 0.50 1.00 16.50

Main Building Axis D 1 5.00 0.50 1.00 2.50

Main Building Axes C,E&F 3 10.00 0.50 1.00 15.00

Total 54.40

B. SUPER STRUCTURE B1- CONCRETE WORK

1.01 In elevation column

Ground Floor Column Type 1 5 0.20 0.30 2.70 0.81

Column Type 2 4 0.20 0.30 2.70 0.65

Column Type 3 3 0.20 0.30 2.70 0.49

1st Floor Column Type 1 5 0.20 0.30 2.70 0.81

Column Type 2 4 0.20 0.30 2.70 0.65

Column Type 3 3 0.20 0.30 2.70 0.49

2nd Floor Column Type 1 5 0.20 0.30 2.70 0.81

Column Type 2 4 0.20 0.30 2.70 0.65

Column Type 3 3 0.20 0.30 2.70 0.49

Total 5.83

1.02

First FloorMain Building Axes 2,3&4 3 11.00 0.25 0.35 2.89

Main Building Axis D 1 5.00 0.25 0.35 0.44

Main Building Axes C,E&F 3 10.00 0.25 0.35 2.63

Second Floor 0.00

Main Building Axes 2,3&4 3 11.00 0.25 0.35 2.89

Main Building Axis D 1 5.00 0.25 0.35 0.44

Main Building Axes C,E&F 3 10.00 0.25 0.35 2.63

Total 11.90

TopTop Beam Service Quarter AxesA&B 2 15.00 0.25 0.30 2.25

Service Quarter Axes1,2,3&4 4 2.70 0.25 0.30 0.81

Main Building Axes 2,3&4 3 11.00 0.25 0.30 2.48

Main Building Axis D 1 5.00 0.25 0.30 0.38

Main Building Axes C,E&F 3 10.00 0.25 0.30 2.25

Total 8.16

1.03 In stair case.& landing Total 20.06

Stair Case 6 5.000 1.10 0.15 4.95

Landing beam 2 2.50 1.30 0.25 1.63

Trade &Riser 24 1.10 0.28 0.17 0.63 12 1.10 0.160 0.17 0.18

Total 7.38

1.04 150 mm thick slab.

First Floor

Stone foundation wall in cement mortar, mix 1:4. m3

Reinforced concrete in concrete class C-25, with minimum cement of 360kg/M3 cast into form work and vibrated around road reinforcement. Form work and steel measured separate.

m3

In beam and intermediate beam ,top tie beam m3

m3

m2

1 3.00 5.00 15.00 1 2.50 5.00 12.50 3 5.50 5.00 82.50 2 2.40 1.00 4.80 1 3.00 1.50 4.50

Total 119.30

Second Floor 1 3.00 5.00 15.00 1 2.50 5.00 12.50 3 5.50 5.00 82.50 1 2.40 1.00 2.40 1 3.00 1.50 4.50

Total 116.90

Roof Slab (Water tanker)

1 6.30 2.75 17.33

Total 17.33

Total 253.53

1.06 Elevation column

Ground Floor -

Column Type 1 5 0.20 0.30 2.70 13.50

Column Type 2 4 0.20 0.30 2.70 10.80

Column Type 3 3 0.20 0.30 2.70 8.10

1st Floor Column Type 1 5 0.20 0.30 2.70 13.50

Column Type 2 4 0.20 0.30 2.70 10.80

Column Type 3 3 0.20 0.30 2.70 8.10

2nd Floor -

Column Type 1 5 0.20 0.30 2.70 13.50

Column Type 2 4 0.20 0.30 2.70 10.80

Column Type 3 3 0.20 0.30 2.70 8.10

Total 97.20

1.07

First FloorMain Building Axes 2,3&4 3 11.00 0.25 0.35 31.35

Main Building Axis D 1 5.00 0.25 0.35 4.75

Main Building Axes C,E&F 3 10.00 0.25 0.35 28.50

Second FloorMain Building Axes 2,3&4 3 11.00 0.25 0.35 31.35

Main Building Axis D 1 5.00 0.25 0.35 4.75

Main Building Axes C,E&F 3 10.00 0.25 0.35 28.50

Total 129.20

TopTop Beam Service Quarter AxesA&B 2 15.00 0.25 0.30 25.50

Service Quarter Axes1,2,3&4 4 2.70 0.25 0.30 9.18

Main Building Axes 2,3&4 3 11.00 0.25 0.30 28.05

Main Building Axis D 1 5.00 0.25 0.30 4.25

Main Building Axes C,E&F 3 10.00 0.25 0.30 25.50

Total 92.48

Total 221.68

1.08 Stair case and landing

Stair Case 4 5.000 1.10 0.15 22.00

Provide cut and fix sawn zigba wood form work to:-

m2

In beam and intermediate beamtop ,tie beam m2

m2

Landing beam 2 2.50 0.25 0.35 4.75

Trade &Riser 24 1.10 0.28 0.17 4.49

Total 31.24

1.09 150 mm thick floor slab.

First Floor 1 3.00 5.00 15.00 1 2.50 5.00 12.50 3 5.50 5.00 82.50 2 2.40 1.00 4.80 1 3.00 1.50 4.50

Total 119.30

Second Floor 1 3.00 5.00 15.00 1 2.50 5.00 12.50 3 5.50 5.00 82.50 1 2.40 1.00 2.40 1 3.00 1.50 4.50

Total 116.90

Roof Slab (Water tanker)

1 6.30 2.75 17.33

Total 17.33

Total 253.52

B2 . Block Work

( Super- structure )

2.01

Ground Floor 2 2.50 2.70 13.50 1 15.00 2.70 39.75 1 11.50 2.70 30.47 2 4.70 2.70 24.91 1 4.00 2.70 10.80 2 5.20 2.70 27.56 1 4.30 2.70 11.40

4 2.50 2.70 27.00 2 15.00 2.70 79.50 2 11.50 2.70 60.95 4 4.70 2.70 49.82 2 4.00 2.70 21.60 4 5.20 2.70 55.12 2 4.30 2.70 22.79

475.17

Opening for doors 1 2.70 4.30 11.61 4 1.70 2.50 17.00 6 0.80 2.50 12.00 1 2.00 2.50 5.00 2 3.10 2.50 15.50

openings for windows - 1 1.35 1.95 2.63 2 1.10 2.00 4.40 1 1.30 1.60 2.08 3 0.75 2.90 6.52 2 1.60 2.30 7.36

m2

20cm thick hollow block wall bedded on compo mortar mix 1:3 both side left for plaster. m2

First Floor &Secand Floor

Deductions for Doors and windows openings

2 1.50 2.75 8.25 -

92.36

Total 382.81 2.02 Ditto, but 15cm thick.

Ground Floor 4 2.50 2.70 27.00 1 4.40 2.70 11.66 2 2.90 2.70 15.37 1 5.50 2.70 14.58 1 2.25 2.70 6.08 1 0.73 2.70 1.93 1 0.50 2.70 1.33 1 4.61 2.70 12.22

6 3.50 2.70 56.70 12 0.50 2.70 15.90 2 2.40 2.70 12.72 4 3.60 2.70 38.16 2 3.25 2.70 17.55 1 3.80 2.70 10.07

Deductions for doors

1 1.60 2.10 3.36

15 0.80 2.10 25.20

241.25 28.56

Total 212.69

B3. Roofing 3.01

1 6.30 2.750 17.33

Total 17.33 3.02

3 1.00 2.400 7.20

1 1.50 3.000 4.50

Total 11.70

3.03

1 4.60 4.500 20.70 1 6.90 3.900 26.91 1 4.00 5.300 21.20 1 4.70 5.600 26.32 1 5.70 13.70 78.09

Total 173.22

3.04ml

m2

First Floor &Secand Floor

Apply average thickness of 3cm cement screed over the terrace concrete.

m2

Apply 1 (One) layers of flint Coattreatment for damp proofing orMembrane damp proof course or (water proofing material )to terrace & roof slab, (including the necessary primer) as per manufacturer application procedure.

Roof cover in Harvey tiles or equivalent material fix to50x70 cm purl in in position &upper, lower ,vertical members as per the drawing (with all accessories). Roof measured in Horizontal Projection) m2

Harvey tiles vally gutter development length 1050mm

1 - - 1 - -

Total - 3.05

ml 1 - - 1 - -

Total -

B4- Carpentry & Joinery

FLUSH WOOD DOORS

4.01 Type D1 size 80 x 210 cm No 15 15.00

Total 15.00

4.02 Type D2 size 120 x 210 cm No 1 1.00

Total 1.00

B5. Metal Work

A. Window

5.1 Type W1:size 135x 195cm No 1.00 1.00 1.00

Total 1.00 5.2 Type W2:size 110x200cm No 1.00 2.00 2.00

Total 2.00 5.3 Type W3:size 130x160cm No 1.00 1.00 1.00

Total 1.00 5.4 Type W4:size 75x290cm No 1.00 3.00 3.00

Total 3.00 5.3 Type W5:size160x230cm No 1.00 2.00 2.00

Total 2.00 5.3 Type W6:size 150x275cm No 1.00 2.00 2.00

Total 2.00

B. Doors

5.4 Type WD1:size 270x 430 cm No 1 1 1.00

Total 1.00 5.6 Type D1:size 170 x 250 cm No 1 4 4.00

Total 4.00 5.7 Type D1:size 80 x 250 cm No 1 6 6.00

Harvey tiles Side wall flasing development length 450 mm

Flush wood doors with semi solid core covered with approved veneer on both sides to a finished thickness of 4cm. Price shall include frames hard wood lippings and edgings at sides, top and bottom and 12cm high kick plate. Door hardware measured elsewhere.

Aluminium profilewindows and doors cut and assembled the size and shape shown on the schedule of windows and doors subject to the approval of shop drawings Price shall include all the necessary ironmongery door stopper, cylindrical lock handle. (glazing measured separetly).

Total 6.00 5.8 Type D1:size 200 x 250 cm No 1 1 1.00

Total 1.00 5.9 Type D1:size 310 x 250 cm No 1 2 2.00

Total 2.00

5.11

ml

Stair case 4 3.20 12.80

Balcony 3 2.20 6.60 3 2.40 7.20 3 6.00 18.00

Total 44.60

6. Finishing

6.01

For 20cm thick wall 1 382.81 382.81

For 15cm thick wall 2 212.69 425.38

Total 808.19

6.02

Ground Floor Column Type 1 5 0.20 0.30 2.70 8.10

Column Type 2 4 0.20 0.30 2.70 6.48

Column Type 3 3 0.20 0.30 2.70 4.86

1st Floor Column Type 1 5 0.20 0.30 2.70 8.10

Column Type 2 4 0.20 0.30 2.70 6.48

Column Type 3 3 0.20 0.30 2.70 4.86

2nd Floor 1.00

Column Type 1 5 0.20 0.30 2.70 8.10

Column Type 2 4 0.20 0.30 2.70 6.48

Column Type 3 3 0.20 0.30 2.70 4.86

Total 53.46

First FloorMain Building Axes 2,3&4 3 11.00 0.25 0.20 21.45

Main Building Axis D 1 5.00 0.25 0.20 3.25

Main Building Axes C,E&F 3 10.00 0.25 0.20 19.50

Second Floor 0.20

Main Building Axes 2,3&4 3 11.00 0.25 0.20 21.45

Main Building Axis D 1 5.00 0.25 0.20 3.25

Main Building Axes C,E&F 3 10.00 0.25 0.20 19.50

Total 88.40

TopTop Beam Service Quarter AxesA&B 2 15.00 0.25 0.20 19.50

Service Quarter Axes1,2,3&4 4 2.70 0.25 0.20 7.02

Main Building Axes 2,3&4 3 11.00 0.25 0.20 21.45

Main Building Axis D 1 5.00 0.25 0.20 3.25

Main Building Axes C,E&F 3 10.00 0.25 0.20 19.50

Total 70.72

Stair case and landing

Stair Case 4 5.000 1.10 0.15 22.00

Landing beam 2 2.50 0.25 0.35 4.75

Supply and fix Metalic handrail with support of same size. As per the drawings.

Apply 3 coats of plastering to internal wall surface in cement mortar mix 1:3.

m2

Ditto, but to concrete ceilings and beams.

In beam and intermediate beamtop ,tie beam m2

m2

Trade &Riser 24 1.10 0.28 0.17 4.49

Total 31.24

150 mm thick floor slab.

First Floor 1 3.00 5.00 15.00 1 2.50 5.00 12.50 3 5.50 5.00 82.50 2 2.40 1.00 4.80 1 3.00 1.50 4.50

Total 119.30

Second Floor 1 3.00 5.00 15.00 1 2.50 5.00 12.50 3 5.50 5.00 82.50 1 2.40 1.00 2.40 1 3.00 1.50 4.50

Total 116.90

Roof Slab (Water tanker)

1 6.30 2.75 17.33

Total 17.33

Total 378.04

6.03

1 382.81 382.81

Total 382.81

6.04

808.19

Total 808.19

6.05 378.04

Total 378.04

6.07

1 3.00 5.00 15.00 1 2.50 5.00 12.50 3 5.50 5.00 82.50 2 2.40 1.00 4.80 1 3.00 1.50 4.50

Total 119.30

B7. FlooringCeramic Tiles

6.02

53.00

Total 53.00 6.03

Refier Item No7.01 Total 53.00

m2

Apply 3 coats of plastering to external wall surface in cement mortar mix 1:3.

Apply with gypsum Cement plastering to internal wall surface to Satisfy fine Final smooth. m2

Ditto, but to concrete ceilings & beams.

m2

Supply and fix gypsum board ceiling supported by metal profiles. Price shall include the necessary profiles and.Gypsum corner lists,

m2

30mm thick cement & sand screed to receive ceramic floor tiles. m2

Non slippery ceramic floor tiles bedded in cement & sand mortar mix (1:3) & cement wash grouting. Color to much ceramic floor. m2

6.04

132.00

Total 132.00

Marble Tiles

Marble Tiles

6.05

202.00

Total 202.00

6.06 Marble Chips floor tiles 69.44

Total 69.44 6.07

ml 24 1.10 0.32 26.40

Total 26.40 6.08

ml 12 1.10 0.15 13.20

Total 13.20 6.09

ml 1 4.30 4.30 4 1.70 6.80 6 0.80 4.80 1 2.00 2.00 2 3.10 6.20 15 0.80 12.00 1 1.20 1.20

Total 37.30 6.10 2cm thick Marble window sills. ml

1 1.35 1.35 2 1.10 2.20 1 1.30 1.30 3 0.75 2.25 2 1.60 3.20 2 1.50 3.00

Total 8.45

PVC Tile Flooring

202.00

Total 202.00

1 202.00 202.00

Total 202.00

300x 200 x 6mm glazed ceramic wall tile fix to plastered wall surface with cement wash grouting. m2

48mm thick cement & sand screed to Marble Tiles floor tiles. m2

m2

Marble to stairs 3cm thick .

a) Trade size 110x 32cm.

2cm thick black Marble

a Riser size 110x 15cm

3cm thick Marble threshold (door sills) on cement & sand mortar mix (1:3) bedding.

48mm thick cement and sand screed with cement mortar mix 1:3 to receive PVC tiles. m2

Supply and lay 2mm PVC tiles flooring stuck down to floor with approved type adhesive. m2

ml

101.00

Total 101.00

Terrazzo Tiles

32.00

Total 32.00

1 32.00 32.00

Total 32.00

ml

27.00

Total 27.00

B8 . Painting

8.01

808.19

Total 808.19 8.02

378.04 Total 378.04

8.03 External wall surface. plastering 382.81

Total 382.81 8.04 To gypsum board ceiling 1 119.30 119.30

Total 119.30 12. Glazing

12.01 Single 4mm thick clear glass .

Windows 28.56

Doors 46.18

Total 74.74

10cm high plastic tile skirting stuck to wall with approved type adhesive.

30mm thick cement and sand screed with cement mortar mix 1:3 to receive terrazzo tiles. m2

Supply and lay 3mm terrazzo tiles flooring. m2

10/2cm high terrazzo tile skirting stuck to wall with approved type adhesive.

Prepare and apply by brush 3 coats of approved plastic emulsion paint to internal wall surface. m2

Ditto, but to concrete ceilings and beams. m2

m2

m2

Supply and fix glass glazing to windows and doors :-

m2

Reinforcement Bar Measurement Take Off - Sheets

Clint :W/ro Hewan Umar Location : Hawassa, East Page _______

Project : G+2 Residential Building

√ Subject: Specification ,Bill of Quantity and Engineers Estimate

Location Shape Bar No Length Total Ø6 Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø24

}^ l. x � iYÒ nšñr lSƒ /`´Sƒ/ mE6 mE8 mE10 mE12 mE14 mE16 mE20 mE24

1 F1 1 14 18 5 1.62 90 145.802 F2 2 14 22 4 2.06 88 181.283 F3 2 14 26 2 2.30 52 119.6045

12Total Length 0.00 0.00 0.00 0.00 446.68 0.00 0.00 0.00Unit Weight kg/m 0.222 0.395 0.617 0.888 1.212 1.580 2.470 3.555Total weight in kg 0.00 0.00 0.00 0.00 541.38 0.00 0.00 0.00

Checked by : ______________ Approved by _________

Date _12/_07_/2010

Structure : Footing √Sir N0

Dim (Ø)

No of Bar

No of Mem

£nTr l¼Y ¬õ[ƒ£nTr l¼Y

n›rÖ/

ÉU`n›r

Reinforcement Bar Measurement Take Off - Sheets

Clint :W/ro Hewan Umar Location : Hawassa, EastProject : G+2 Residential Building

√ Subject: Specification ,Bill of Quantity and Engeeners Estemate

Location Shape Bar No Length Total Ø6 Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø24

}^ l. x � iYÒ nšñr lSƒ /`´Sƒ/ mE6 mE8 mE10 mE12 mE14 mE16 mE20 mE24

1 C1 Main.B 16 6 5 2.93 30 87.902 St 8 10 5 0.90 50 45.003 C2 16 8 4 2.93 32 93.764 8 9 4 0.90 36 32.405 C3 16 4 2 3.09 8 24.726 20 4 2 3.09 8 24.727 8 8 2 0.90 16 14.40

Total Length 0.00 91.80 0.00 0.00 0.00 206.38 24.72 0.00Unit Weight kg/m 0.222 0.395 0.617 0.888 1.212 1.580 2.470 3.555Total weight in kg 0.00 36.26 0.00 0.00 0.00 326.08 61.06 0.00

Checked by : ___________ Approved by _________

Structure :Foundation Columen√Sir N0

Dim (Ø)

No of Bar

No of Mem

£nTr l¼Y ¬õ[ƒ£nTr l¼Y

n›rÖ/

ÉU`n›r

Reinforcement Bar Measurement Take Off - Sheets

Clint :W/ro Hewan Umar Location : Hawassa, East Page _______

Project : G+2 Residential Building

√ Subject: Specification ,Bill of Quantity and Engeeners Estemate

Location Shape Bar No Length Total Ø6 Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø24

}^ l. x � iYÒ nšñr lSƒ /`´Sƒ/ mE6 mE8 mE10 mE12 mE14 mE16 mE20 mE24

1 12 4 4 3.50 16 56.002 12 4 2 12.00 8 96.003 12 4 2 5.00 8 40.004at AxisC,D&F 16 2 3 10.13 6 30.905 14 2 3 5.15 6 30.906 14 2 3 6.23 6 37.357 at AxisD 16 2 1 5.83 2 11.658 14 2 1 5.13 2 10.25

10at Axis2,3&4 16 2 3 11.23 6 67.3511 14 2 3 5.75 6 34.5012 14 2 3 5.73 6 34.3512 8 551 1 1.30 551 716.30

Total Length 0.00 716.30 0.00 ### 147.35 109.90 0.00 0.00Unit Weight kg/m 0.222 0.395 0.617 0.888 1.212 1.580 2.470 3.555Total weight in kg 0.00 282.94 0.00 ### 178.59 173.64 0.00 0.00

Checked by _________________ Approved by _________

Date _12/_07_/2010

Structure :Grade Beam)√Sir N0

Dim (Ø)

No of Bar

No of Mem

£nTr l¼Y ¬õ[ƒ£nTr l¼Y

n›rÖ/

ÉU`n›r at

Axis1,2,3,4 of

Service

Reinforcement Bar Measurement Take Off - Sheets

Clint :W/ro Hewan Umar Location : Hawassa, East Page _______

Project : G+2 Residential Building

√ Subject: Specification ,Bill of Quantity and Engeeners Estemate

Location Shape Bar No Length Total Ø6 Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø24

}^ l. x � iYÒ nšñr lSƒ /`´Sƒ/ mE6 mE8 mE10 mE12 mE14 mE16 mE20 mE24

1 8 150 1 12.000 150 1800.00

Total Length 0.00 ### 0.00 0.00 0.00 0.00 0.00 0.00Unit Weight kg/m 0.222 0.395 0.617 0.888 1.212 1.580 2.470 3.555Total weight in kg 0.00 711.00 0.00 0.00 0.00 0.00 0.00 0.00

Checked by : ________________ Approved by _________

Bar /Diametr Ø6 Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø24

Summery To Sub Stracture / Kg - ### - ### ### 499.72 61.06 -

Date _12/_07_/2010

Structure : Floor Slab√Sir N0

Dim (Ø)

No of Bar

No of Mem

£nTr l¼Y ¬õ[ƒ£nTr l¼Y

n›rÖ/

ÉU`n›r

Ground floor slab

Reinforcement Bar Measurement Take Off - Sheets

Clint :W/ro Hewan Umar Location : Hawassa, East Page _______

Project : G+2 Residential Building

√ Subject: Specification ,Bill of Quantity and Engeeners Estemate

Location Shape Bar No Length Total Ø6 Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø24

}^ l. x � iYÒ nšñr lSƒ /`´Sƒ/ mE6 mE8 mE10 mE12 mE14 mE16 mE20 mE24

1 Main.B 1 16 12 2 5.390 24 129.362 2 14 12 2 2.53 24 60.72

3 14 12 2 2.03 24 48.724 8 49 2 0.85 98 83.305 14 12 2 1.63 24 39.00

8 34 2 1.20 68 81.60

1 16 12 2 5.41 24 129.842 14 12 2 2.41 24 57.843 14 12 2 2.61 24 62.644 8 49 2 0.85 98 83.305 8 34 2 1.63 68 110.50

Total Length 0.00 358.70 0.00 ### 0.00 0.00 0.00 0.00Unit Weight kg/m 0.222 0.395 0.617 0.888 1.212 1.580 2.470 3.555Total weight in kg 0.000 ### 0.000 ### 0.000 0.000 0.000 0.000

Checked by : _________________ Approved by _________

Date _12/_07_/2010

Structure :Stair Case√Sir N0

Dim (Ø)

No of Bar

No of Mem

£nTr l¼Y ¬õ[ƒ£nTr l¼Y

n›rÖ/

ÉU`n›r

1stFlight

2ndlight

Reinforcement Bar Measurement Take Off - Sheets

Clint :W/ro Hewan Umar Location : Hawassa, East Page _______

Project : G+2 Residential Building

√ Structure : 1st, 2nd and water tanker Subject: Specification ,Bill of Quantity and Engineers Estimate

Location Shape Bar No Length Total Ø6 Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø24

}^ l. x � iYÒ nšñr lSƒ /`´Sƒ/ mE6 mE8 mE10 mE12 mE14 mE16 mE20 mE24

1 8 18 2 5.13 36 184.52 8 20 2 6.13 40 2453 8 93 2 7.08 186 1315.954 8 57 2 7.00 114 798

8 47 2 8.55 94 803.76 8 48 2 7.23 96 693.6

8 48 2 6.78 96 650.48 18 2 2.35 36 84.428 11 2 2.95 22 64.98 18 1 8.07 18 145.268 42 1 5.95 42 249.98 16 1 8.74 16 139.84

10 74 2 3.30 148 488.4010 32 2 2.73 64 174.7210 68 2 2.37 136 322.3210 68 2 3.13 136 425.6810 34 1 3.25 34 110.50

Total Length 0.00 ### ### 0.00 0.00 0.00 0.00 0.00Unit Weight kg/m 0.222 0.395 0.617 0.888 1.212 1.580 2.470 3.555Total weight in kg 0.00 ### 938.84 0.00 0.00 0.00 0.00 0.00

Checked by : ______________ Approved by _________

Date _12/_07_/2010

Sir N0

Dim (Ø)

No of Bar

No of Mem

£nTr l¼Y ¬õ[ƒ£nTr l¼Y

n›rÖ/

ÉU`n›r

Reinforcement Bar Measurement Take Off - Sheets

Clint :W/ro Hewan Umar Location : Hawassa, East Page _______

Project : G+2 Residential Building

√ Structure : 1st and second Floor Bea Subject: Specification ,Bill of Quantity and Engineers Estimate

Location Shape Bar No Length Total Ø6 Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø24

}^ l. x � iYÒ nšñr lSƒ /`´Sƒ/ mE6 mE8 mE10 mE12 mE14 mE16 mE20 mE24

1 at AxisC&E 16 2 2 10.825 4 43.302 16 1 2 3.300 2 6.602 16 3 2 2.000 6 12.002 16 3 2 5.150 6 30.902 16 3 2 5.225 6 31.354at AxisD,F,F' 16 2 3 5.725 6 34.35

16 3 3 1.720 9 15.486 16 3 3 5.125 9 46.137 at Axis2 16 2 1 7.200 2 14.408 16 8 1 3.000 8 24.009 16 5 1 6.600 5 33.00at Axis 3& 4 16 2 2 11.200 4 44.80

16 8 2 2.660 16 42.5616 2 2 1.830 4 7.3216 4 2 1.400 8 11.2014 8 2 5.750 16 92.00

8 395 1 1.100 395 434.50Total Length 0.00 434.50 0.00 0.00 92.00 397.39 0.00 0.00Unit Weight kg/m 0.222 0.395 0.617 0.888 1.212 1.580 2.470 3.555Total weight in kg 0.00 171.63 0.00 0.00 111.50 627.87 0.00 0.00

Checked by ________________ Approved by _________

Date _12/_07_/2010

Sir N0

Dim (Ø)

No of Bar

No of Mem

£nTr l¼Y ¬õ[ƒ£nTr l¼Y

n›rÖ/

ÉU`n›r

Reinforcement Bar Measurement Take Off - Sheets

Clint :W/ro Hewan Umar Location : Hawassa, East Page _______

Project : G+2 Residential Building

√ Structure :T op Tie Beam Subject: Specification ,Bill of Quantity and Engineers Estimate

Location Shape Bar No Length Total Ø6 Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø24

}^ l. x � iYÒ nšñr lSƒ /`´Sƒ/ mE6 mE8 mE10 mE12 mE14 mE16 mE20 mE24

2 12 2 2 6.860 4 27.443 12 2 2 5.560 4 22.244 12 2 2 4.050 4 16.205 12 2 2 6.225 4 24.906 12 2 2 9.000 4 36.00

8 12 2 4 2.93 8 23.449 12 2 4 3.230 8 25.84

10at Axis 2,3& 4 16 2 3 7.400 6 44.4013 16 2 3 5.95 6 35.7014 16 2 3 5.725 6 34.3515 16 3 3 6.78 9 60.9818at Axis C,E,F 14 2 3 9.25 6 55.5019 14 2 3 2.86 6 17.1620 14 2 3 8.75 6 52.5022 at Axis D 14 2 1 3.58 2 7.1623 14 2 1 3.08 2 6.1624 8 553 1 1.00 553 553.00

Total Length 0.00 553.00 0.00 ### 138.48 175.43 0.00 0.00Unit Weight kg/m 0.222 0.395 0.617 0.888 1.212 1.580 2.47 3.555Total weight in kg 0.000 ### 0.000 ### ### 277.172 0.000 0.000

Checked by _____________ Approved by _________

Date _12/_07_/2010

Sir N0

Dim (Ø)

No of Bar

No of Mem

£nTr l¼Y ¬õ[ƒ£nTr l¼Y

n›rÖ/

ÉU`n›r

at Axis A&B

service q

at Axis A&B

service q

Reinforcement Bar Measurement Take Off - Sheets

Clint :W/ro Hewan Umar Location : Hawassa, East Page _______

Project : G+2 Residential Building

Subject: Specification ,Bill of Quantity and Engeeners Estemate

Location Shape Bar No Length Total Ø6 Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø24

}^ l. x � iYÒ nšñr lSƒ /`´Sƒ/ mE6 mE8 mE10 mE12 mE14 mE16 mE20 mE24

1 C1 Main.B 16 10 5 3.700 50 185.0014 4 5 3.185 20 63.70

3 C2 16 10 4 3.700 40 148.0014 4 4 3.185 16 50.96

5 C3 20 4 2 3.700 8 29.6016 10 2 3.185 20 63.7014 6 2 3.185 12 38.22

C4 Sq 12 4 8 3.700 32 118.408 72 2 0.90 144 129.608 14 8 0.70 112 78.40

Total Length 0.00 208.00 0.00 0.00 216.58 481.00 0.00 0.00Unit Weight kg/m 0.222 0.395 0.617 0.888 1.212 1.580 2.470 3.555Total weight in kg 0.00 82.16 0.00 0.00 262.49 759.98 0.00 0.00

Checked by ___________ Approved by _________

Bar /Diametr Ø6 Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø24

Summery To Super Stracture / Kg 0.000 ### ### ### ### 1665.020 0.000 0.000

Unit Price 55.00 63.00 90.000 ### ### 260.000 460.000 585.000Total Length 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00Unit Weight kg/m 0.222 0.395 0.617 0.888 1.212 1.580 2.470 3.555Total weight in kg 20.65 13.29 12.16 11.73 14.44 13.71 15.52 13.71

Date _12/_07_/2010

Structure :Elavation Columen(G.Floor

Sir N0

Dim (Ø)

No of Bar

No of Mem

£nTr l¼Y ¬õ[ƒ£nTr l¼Y

n›rÖ/

ÉU`n›r

Clint :W/ro Hewan Umar

Project : G+2 Residential Building

Location : Hawassa, EastSubject: Specification ,Bill of Quantity and Engineers EstimateElectrical Installation

Description Unit Rate Contract Total Amount

}^ l. SÓKÝ ¾¨<K Ñ”²u< M¡ Ö/ÉU` w`�

ELECTRICAL INSTALLATIONS

SUPPLY AND INSTALL

1 DISTRIBUTION BOARDS

1-1

main switch of 32A/3ph MDB- and consisting 3pc 25A.ACB 3p 5pc16A.ACB 3p 4pc 10A.ACB1p 1pc 6A.ACB1p

No 1.00 ### 18,000.00

1-2

main switch of 32A/3ph 4pc16A.ACB3p 2pc 10A.ACB 1p 1pc 6A.ACB 1p

No 1.00 ### 12,000.00

2 LIGHT POINTS AND SWITCHES

2-1

No. 43.00 130.00 5,590.00

3

Item No.

Contract Qty

Yó` SK¡Á

¾¨<K � SÖÕ

ነÖL ªÒ

ELECTRICAL WORKS AND INSTALL

Flush mounted distribution board MDB-Dervice with lockable door, complete with bus terminals of 96A/3ph rating, neutral and earth bars, and consisting of :-

All complete with three units reserve spaces

Ditto as item No. 1-1 but for SDB-ResidenceTY1 consisting of:96A/3P

All complete with three units reserve spaces.

Light points fed through PVC insulated conductor size of 2x2.5 mm sq. in thermo plastic conduit of f 16mm with junction boxes insulted screw type connectors as well as switches (as shown on the drawing ) and all the necessary accessories.

EXTRA OVER LIGHT POINTS (TYPE LEG RAND SUNO OR EQUIVALENT) FOR :-

Description Unit Rate Contract Total Amount

}^ l. SÓKÝ ¾¨<K Ñ”²u< M¡ Ö/ÉU` w`�

Item No.

Contract Qty

Yó` SK¡Á

¾¨<K � SÖÕ

ነÖL ªÒ

3-1 NO 12.00 60.00 720.00

3-2 Flush mounting Double - switch, NO 3.00 80.00 240.00

3-3 Flush mounting two -way switch, NO 16.00 105.00 1,680.00

3-4 NO 2.00 125.00 250.00

3-5 Inrermidate NO 4.00 95.00 380.00

4 SOCKET OUTLET POINTS

4-1

No. 32.00 110.00 3,520.00

4-1.1NO 25.00 45.00 1,125.00

4-1.2No. 7.00 120.00 840.00

4.1.3

No. 2.00 110.00 220.00

4.1.4

No. 1.00 115.00 115.00

5

-

5-1

NO 10.00 110.00 1,100.00

switch,

Flush mounting Double -way switch,

Socket outlet points 16A/1ph fed 1 through PVC insulated conductor size of 3x2.5mm sq. in conduit of f 16mm diameter including junction boxes with screw type connectors and all the necessary accessories to be fixed at a height of 50cm above finished floor level

Flush mounted Single socket outlet of 16A/1P 7740 20 + 7740 41or equivalent.

Ditto as item No. 4-1.1 Instant socket outlets.

Ditto as item No. 3-1 but for water heater incorporating 16A isolator (on-off) switch to be fixed at a height of 1.8m above finished floor level. Type of socket outlet shall be LEG RAND Decor 718 20 or equivalent.

Ditto as item No. 3-1 but for 20A/1ph electric stove and injera metad to be fixed at height of .30m above finished floor level. Type of socket outlet shall be LEG RAND Decor 718 24 or equivalent.

Telephone Points/Outlets- inside PVC pipe size of 19mm diameter from riser point to junction box, and PVC pipe size of 16mm diameter from junction box to every individual telephone point.

Telephone points fed through twisted pair category 5E UTP cable inside PVC conduit of 21mm diameter.

Description Unit Rate Contract Total Amount

}^ l. SÓKÝ ¾¨<K Ñ”²u< M¡ Ö/ÉU` w`�

Item No.

Contract Qty

Yó` SK¡Á

¾¨<K � SÖÕ

ነÖL ªÒ

5-2

NO 10.00 95.00 950.00

5-3NO 2.00 35.00 70.00

6 BELL CALL SYSTEM

6-1

No. 8.00 80.00 640.00

6-2

No. 1.00 1800.00 1,800.00

6-3No. 8.00 110.00 880.00

7 TV Outlet points

7-1

NO 10.00 85.00 850.00

7-2

NO 2.00 95.00 190.00 -

7-3

NO 2.00 50.00 100.00 -

8 FEEDER CABLES -

RJ 11 outlet type LEG RAND Suno 7740 38 + 7740 41 or equivalent having category 5E with 4 contacts complete with clip on support frame.

Telephone terminal box ( junction box size of 150 x 100mm) .

Push button points fed through PVC insulated conductors of 2x0.8mm.sq in thermo plastic conduit of f 13.5 mm, including junction boxes with covers and screw type connectors as well as push buttons for flush mounting type LEG RAND Decor 718 28 or equivalent

Buzzer for flush mounting with transformer of 220/12 V,50 VA and call cancelling push button to indicate 20 positions) etc..

Push button switch type type LEGRAND Suno 77740+ 7740 41 or equivalent.

TV out let point fed through PVC insulated conductors of 2x0.8 mm. sq.( 75 Ohm) in conduit of f 13.5mm including junction boxes with covers for flush mountingas well as TV socket type LEGRAND Decor 718 41 or equivalent.

TV outlet type LEGRAND Suno 7740 32 + 7740 41 or equivalent having category 5E with 4 contacts complete with clip on support frame.

MATV terminal box ( junction box size of 150 x 100mm) terminating incoming line from riser.

Description Unit Rate Contract Total Amount

}^ l. SÓKÝ ¾¨<K Ñ”²u< M¡ Ö/ÉU` w`�

Item No.

Contract Qty

Yó` SK¡Á

¾¨<K � SÖÕ

ነÖL ªÒ

8-1

mt. 15.00 130.00 1,950.00 -

8-2 size of 4x 6 mmsq. mt. 150.00 80.00 12,000.00

8-3 size of 4x4 mmsq. mt. 120.00 75.00 9,000.00

8-4 size of 3x2.5 mmsq. mt. 130.00 60.00 7,800.00 -

8-5 size of 3x2.5 mmsq. mt. 75.00 55.00 4,125.00

8-6 size of 2x2.5 mmsq. mt. 85.00 45.00 3,825.00

8-7 size of 2x1 mmsq. mt. 95.00 38.00 3,610.00

9 POWER INTAKE /ENTRY

9-1

No. 2.00 750.00 1,500.00 -

10 CONDUITS AND PIPES

10-1 PVC pipe of 100mm diameter mt. 25.00 19.00 475.00

10-2 PVC pipe of 40mm diameter mt. 75.00 15.00 1,125.00

10-3 PVC pipe of 29mm diameter mt. 85.00 11.00 935.00

10-4 PVC pipe of 21mm diameter mt. 55.00 9.00 495.00

10-5 PVC pipe of 19mm diameter mt. 45.00 7.00 315.00

10-6 PVC pipe of 16mm diameter mt. 150.00 5.00 750.00

11

11-1

No. 1.00 1,500.00 1,500.00

12 -

Cables from kwh meter to MDB ( tentative measurment) and type of cable NYY 4.15.5/kW, size of 4x70/35x16 mmsq.

Manhole in brick or masonry, internally plastered with 10cm mass concrete base and 8cm thick including reinforced concrete cover with lifting lug and size of 600x600x700 mm

LOW VOLTAGE SYSTEM EARTHING SYSTEM

Low voltage system earthing consisting of 1x 50mm² bare copper conductor (8m) inside concrete pipe as shown on the drawing bonded to earth terminal of EEPCO's KWh meter board,earthing rod od f 16mm (complete with driving stud, coupler, spike, and rod-to ca

LIGHT FITTINGS as described here below or equivalent.

Description Unit Rate Contract Total Amount

}^ l. SÓKÝ ¾¨<K Ñ”²u< M¡ Ö/ÉU` w`�

Item No.

Contract Qty

Yó` SK¡Á

¾¨<K � SÖÕ

ነÖL ªÒ

-

12.1No. 5.00 430.00 2,150.00

-

12.2No. 24.00 490.00 11,760.00

-

12.3No. 12.00 480.00 5,760.00

12.4No. 2.00 620.00 1,240.00

Total carried to summary 121,575.00

Fitting type No-1-PHILIPHS TCS097 .136 with 1 x 36W fluorescent LAMP.

Fitting type No-2- Ceiling Mounted Incandescent Luminary with -18W lamp

Fitting type No-3- Wall Mounted Incandescent Luminary with -40W lamp

Fitting type No-1-PHILIPHS TCS097 .136 with 2x 36W fluorescent LAMP.

Page 36 of 40

Clint :W/ro Hewan Umar

Project : G+2 Residential Building

Location : Hawassa, EastSubject: Specification ,Bill of Quantity and Engineers Estimate

Sanitary Installation

Description Unit Rate

}^ l. SÓKÝ

B11.Sanitery Installation

1.01

ml 190.00 40.00 7,600.00 Ø20 mm ml 120 45.00 5,400.00

1.02

No 300.00 40.00 12,000.00

1.03

No 137.00 25.00 3,425.00 Ø20 mm No 35.00 45.00 1,575.00

SANITARY FIXTURES1.04

No 32.00 1,100.00 35,200.00

1.05

No 32.00 1,700.00 54,400.00

Item No.

Contract Qty

Contract Total Amount

Yó` SK¡Á

¾¨<K �SÖÕ

ነÖL ªÒ

¾¨<K Ñ”²u< M¡ � Ö/ÉU` w`

Basement +G+2 Residential Building

Supply and install pipe, PPR for cold and hot water distribution to sanitary fixtures, complete with accessories including bends, unions Ts, reducers, support, etc. The scope of work includes all incidental civil works, and testing of the system with a pressure of 10kg/cm2

Ø15mm

Supply and install PPR valves of approved quality for all sanitary fixtures and including all accessoriesSupply and install PPR gate valves of approved quality complete with unions, elastic water proofing hand wheel and all requiredØ15mm

Supply and install hand was basin, size: 500 x 405mm made of white vitreous china including cold and hot water mixer tap, plug, chain, trap, support and all required accessories of approved quality.

Supply and install low flush water closet made of white glazed vitreous china including cistern, plastic seat with cover, flexible pipe and all required accessories of approved quality

A B C D E F1

2

3

4

5

6

7

8

9

10

11

121314

15

1617

1819

20

21

22

2324

252627

28

29

30

31

Page 37 of 40

Description Unit Rate

}^ l. SÓKÝ

Item No.

Contract Qty

Contract Total Amount

Yó` SK¡Á

¾¨<K �SÖÕ

ነÖL ªÒ

¾¨<K Ñ”²u< M¡ � Ö/ÉU` w`

1.06

No 13.00 950.00 12,350.00

1.07

No 6.00 2,300.00 13,800.00

Supply and install shower units made of enameled cast iron plate with slip resistant base including chrome plated shower head, mixing valves, waste water trap and all required accessories Size 700x700mm

Supply and install bath unit complete with all required accessories and as per the clients preference

A B C D E F

8

9

32

33

34

35

Page 38 of 40

Description Unit Rate

}^ l. SÓKÝ

Item No.

Contract Qty

Contract Total Amount

Yó` SK¡Á

¾¨<K �SÖÕ

ነÖL ªÒ

¾¨<K Ñ”²u< M¡ � Ö/ÉU` w`

1.08

No 3.00 650.00 1,950.00

1.09

50 Liters No 18.00 1,200.00 21,600.00

1.10

No 1.00 ### 13,000.00

1.11No 32.00 70.00

2,240.00

1.12No 32.00 65.00 2,080.00

1.13 No

32.00 55.00 1,760.00

1.14

No 32.00 120.00 3,840.00

1.15

No 32.00 200.00 6,400.00

1.16

Q = 2.5 l/s

H = 35m H40

P = 2.5 kw No. 2.00 8,500.00 17,000.00

WASTE DRAIN PIPES

Supply and install kitchen sink in stainless steel, bauble bowl with chrome plated mixing valve, chain, plug, drain trap and complete with all required accessories

Supply and install electric water heater of approved quality and including safety valve, non return valves and all required accessories. Capacity

Supply and fix Sauna &steam Bath complete with all necessaries accessories

Supply and install toilet paper holder made of white vitreous china complete with all accessoriesSupply and install soap holder in white vitreous china 150x150mm

Supply and install towel hanger of approved quality complete with all accessories

Supply and install crystal glass mirror, size 500x400mm including chrome plated brass clips and screwsSupply and install floor drain made of PVC including a removable strainer, smell trap and all required items of approved quality. 50mm diameter

Supply and install electric driven centrifugal domestic booster pubp including isolating valves, non retrn valve, flexivle connectionk float switch, control panel and all required accessories.

A B C D E F

8

9

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

5960

Page 39 of 40

Description Unit Rate

}^ l. SÓKÝ

Item No.

Contract Qty

Contract Total Amount

Yó` SK¡Á

¾¨<K �SÖÕ

ነÖL ªÒ

¾¨<K Ñ”²u< M¡ � Ö/ÉU` w`

1.16

ml 140.00 45.00 6,300.00 ml 200.00 65.00 13,000.00

ml 50.00 65.00 3,250.00

-

1.17

No 8.00 85.00 680.00 -

1.18

No 4.00 7,500.00 30,000.00

Supply and install u PVC PN 6 pipes of approved quality for soil waste and vent pipes in horizontal branches and vertical stacks including all necessary fittings such as bends, Ys, Ts,

reducers, support, clamps and all required. All horizontal branches shall be laid in a slope of 2%. The unit price shall include all necessary civil works such as chiseling of walls, slabs, floors, etc and closing them with concrete of cement mortar

Ø 50 mmØ100 mm

Ø200 mm

Supply and install vent caps made of u PVC on the roof terminals of vent pioes

Ø50 mm

Supply and install elevated water tank in fiber glass with inlet outlet connectors, float valve, drain, overflow, manhole and all required accessories capacity: 5,000 Liters

A B C D E F

8

9

61

62

63

64

65

6667

68

6970

71

72

Page 40 of 40

Description Unit Rate

}^ l. SÓKÝ

Item No.

Contract Qty

Contract Total Amount

Yó` SK¡Á

¾¨<K �SÖÕ

ነÖL ªÒ

¾¨<K Ñ”²u< M¡ � Ö/ÉU` w`

1.19

No 12.00 1,600.00 19,200.00

1.20 No

1.00 ### 12,000.00

Total carried to summary 300,050.00

Construct manholes for sanitary sewer lines with double brick wall and internally plastered, including 200mm thick mass concrete base, 80mm thick reinforced concrete cover with handle. Size internal 600x600

Construct 60 m3septic tank in masons wall and concrete slab as per the drawing and in coordination with structural working drawing

A B C D E F

8

9

73

74

75

7677

78