Clint :W/ro Hewan Umar Project : G+2 Residential Building Location : Hawassa, East Subject: Specification ,Bill of Quantity and Engineers Estimate Summery of Engineers Estimate Description Unit }^ l. SÓKÝ SK¡Á 1.Main Building G+2 Residential Building 1 A: SUB STRUCTURE A1. Excavation & earth work Birr… A2. Concrete Work Birr… A3. Stone Masonry Birr… Total Sub Structure A) Birr… B: SUPER STRUCTURE B1. Concrete Work Birr… B2. Block Work Birr… B3. Roofing Birr… B4. Carpentry & Joinery Birr… B5. Metal Work Birr… B6. Finishing Birr… B7. Flooring Birr… B8. Painting Birr… B9. Glazing Birr… B10. Electrical Installation Birr… B11. Sanitary Installation Birr… Total Super Structure (B) Birr… Total Super Structure (A+B) Birr… 15%VAT Birr… TOTAL Birr… Item No.
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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
¾Ñ”²u< M¡ Ö/ÉU` w`
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
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
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.
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.
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
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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
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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