PROPOSED NEW MOSQUE
87 OLD MAIN ROAD
OTTAWA - KWAZULU NATAL
SOUTH AFRICA
FOR MUSJID E IMAM HUSAYN
ELEMENTAL ESTIMATE
28 June 2008
Prepared By:
PEER ABDUL RASHEED
Quantity Surveyors
with input from the professional team :
C DURAN
Architects
JET SINGH
Structural Engineers
PROPOSED NEW MOSQUE
87 OLD MAIN ROAD
OTTAWA - KWAZULU NATAL
SOUTH AFRICA
ELEMENTAL ESTIMATE
28 June 2008
GENERAL NOTES
1. Purpose of Cost Plan
The purpose of this Elemental Cost Plan is to provide an elemental estimate of the construction
works.
2. Estimate
This estimate is based upon the following information:-
- Architectural drawings
- Engineer's drawings
- Current market related rates as at June 2008
3. Scope of Work
Gound Floor Level (approx 440m2 on plan) comprising double volume Male Prayer Area, Azakhana,
Library, Office, Male Wudu, Dining/Kitchen, Male & Female Ablutions & Entrance Hall
First Floor Level (approx. 310m2 on plan) comprising Ladies Prayer Area, 2 Classrooms, Female
Wuzu and Caretakers Quarters
4. Schedule of Allowances
Foundations
Reinforced conrete bases & strip footings per Engineer's details
Ground Floor Construction
100mm RC surface bed including ref 193 mesh, dpm, poison, compacted insitu earth
Isolation joints & pointing
Concrete Structural Frame
200mm RC slabs (First Floor & Roof) including formwork and reinforcement
Reinforced concrete columns to Engineer's details
Double flight RC staircases
8m Diameter reinforced concrete dome with 500mm diameter openings
External Envelope
220mm NFP clay bricks to all external walls
Facebrick finish (PC R 3,800.00 per tousand) throughout
Natural anodised aluminium windows, doors, shopfronts
Timber doors, fire door & roller shutter door to Ghusl
Roofs
Derbigum torch-on water-proofing to roof slab including screed to falls and paint
2m Diameter dome over entrance hall
Allowance for rainwater disposal
Internal Divisions
110mm & 220mm NFP clay brick walls
Internal quality hollow core doors including frame, paint, ironmongery etc
Aluminium glazed doors & screens
Floor Finishes
Ceramic floor tiles (PC R 90/m2) throughout generally
Carpet (PC R 200.00/m2) on screed to Male & Female Prayer Areas
Cut tile skirtings to tiled areas
NOTES
PAR
Qu an tity Su r veyo r s
87 OLD MAIN ROAD
OTTAWA - KWAZULU NATAL
SOUTH AFRICA
ELEMENTAL ESTIMATE
28 June 2008
GENERAL NOTES
Timber skirtings to carpeted areas
Internal Wall Finishes
Plaster & paint generally
Glazed ceramic wall tiling (PC R60/m2) 2100mm high to ablutions, toilets & wuzus
Ceilings
Suspended ceilings throughout
Fittings
Allowance has been made for kitchen fittings only.
No allowance has been made for loose office furniture & fittings
Electrical Installation
A Provisional Sum has been allowed
Plumbing & Drainage
Medium range sanware
Bathroom accessories
Hot and Cold water supplies
Sanitary plumbing
Geysers: 2 x 150litre and 1 x 400litre
Soil drainage to Municipal connection
Stormwater to Municipal connection
Fire hose reels & extinguishers
Airconditioning
No allowance has been made for mechanical ventilation and/or airconditioning
External Works
Site clearance & Bulk earthworks
Boundary walls & gates
Driveway & parking pavings & kerbs
Specialist Installations
Specialist finish to Dome
Landscaping
Balustrading
Municipal Connections
NOTES
PAR
Qu an tity Su r veyo r s
87 OLD MAIN ROAD
OTTAWA - KWAZULU NATAL
SOUTH AFRICA
ELEMENTAL ESTIMATE
28 June 2008
GENERAL NOTES
5. Exclusions
No allowance has been made for the following:-
Damage to and subsequent removal or relocation of underground services
Abnormal foundations viz. piling & related ground beams, pile caps, etc
Telecommunication Installation
Computers, Data cabling, etc
Alarm Systems
Mechanical ventilation
Office Furniture & equipment
Plan passing fees
6. Contract Dates
Contract Start Date 1-Jun-08
Contract Completion Date 27-Apr-09
7. Contractor
Builders & General cc
Prepared by :
Peer Abdul Rasheed
Quantity Surveyors
2 Chesham Place
Westville North 3629
Tel : 031 262 6701
Fax : 031 262 6700
email : arpqs@wol.co.za
NOTES
PAR
Qu an tity Su r veyo r s
PROPOSED NEW MOSQUE
87 OLD MAIN ROAD
OTTAWA - KWAZULU NATAL
SOUTH AFRICA
ELEMENTAL SUMMARY
No Primary Elements Amount
1 Foundations 238,200
2 Ground Floor Construction 150,800
3 Structural Frame 1,019,230
4 External envelope 726,310
5 Roofs 126,540
6 Internal Divisions 302,600
7 Partitioning 0
8 Floor Finishes 188,970
9 Internal Wall Finishes 346,030
10 Ceilings 198,000
11 Fittings - excluded 30,000
12 Electrical Installation 149,000
13 Internal Plumbing 241,150
14 Airconditioning and/or mech ventilation 0
15 Sundry Building Works 0
16 External Works 362,610
TOTAL 4,079,440
PAR
Quantity Surveyors Elemental Summary
PROPOSED NEW MOSQUE
87 OLD MAIN ROAD
SOUTH AFRICA
ELEMENTAL ESTIMATE
28 June 2008
FINAL SUMMARY
DESCRIPTION OF TOTAL
WORK
1 Mosque Building 4,079,400
2 Minarets 760,000
4,839,400
3 Preliminaries & General 18% 871,100
4 SUB-TOTAL 5,710,500
5 Specialist Installations 145,000
5.1 Finish to Dome 60,000
5.2 Landscaping 20,000
5.3 Balustradings 40,000
5.4 Municipal Connections 25,000
5,855,500
6 Contingencies 5% 292,800
7 SUB-TOTAL 6,148,300
8 Professional Fees & Disbursements 4% 245,932
9 Escalation 548,700
Pre-contract 1 month @ 1.5% 92,200
During Construction 9 months x 1,5% x 0,6% 456,500
6,942,932
10 Value Added Tax 14% 972,000
11 ESTIMATED PROJECT COST (including VAT) R 7,914,932
PAR
Quantity Surveyors FINAL SUMMARY
PROPOSED NEW MOSQUE REF : PQS212/EST 2
OTTAWA - KWAZULU NATAL DATE : 28-Jun-08
CONSTRUCTION WORK
No Element/Component Unit Quantity Element Rate Amount
A PRIMARY ELEMENTS
1 Foundations m2 1 238,197.12 238,197
1.1 Reinforced concrete footing (700 x 350mm) including 230mm wall in foundations
Blinding m 205.00 471.48 96,652.38
1.2 RC column base size 1300 x 1300 x 350 including 440 x 440mm RC stub column
Blinding No 2.00 1,481.85 2,963.70
1.3 RC column base size 1300 x 1300 x 350 including 350mm diameter RC stub column
Blinding No 4.00 1,686.43 6,745.71
1.4 RC column base size 1600 x 1600 x 400 including 220 x 700mm RC stub column
Blinding No 6.00 2,313.48 13,880.88
1.5 RC column base size 2600 x 2600 x 600 including 1x440 x 440mm & 1x220x220mm RC stub
Blinding No 2.00 7,067.43 14,134.86
1.6 RC column base size 1100 x 1100 x 300 including 220 x 220mm RC stub column
Blinding No 33.00 835.31 27,565.31
1.7 Reinforcement in foundations (Per Engineer's schedule) kg 3,900.00 14.00 54,600.00
1.8 Sundries m2 1.00 21,654.28 21,654.28
2 Ground Floor Construction m2 438 344.29 150,800
2.1 Reinforced surface bed on well compacted and poisoned subsoil with dpm underlay (100mm thick) m2 438.00 284.50 124,611.00
2.2 Isolation joints & pointing m 312.00 40.00 12,480.00
2.3 Sundries m2 438.00 31.30 13,709.10
3 Structural Frame m2 307 3,319.98 1,019,234
3.1 200mm Reinforced concrete (FF) slabs
Concrete m2 307.00 856.00 262,792.00
3.2 200mm Reinforced concrete (Roof) slabs
Concrete m2 307.00 856.00 262,792.00
3.3 440 x 440mm Reinforced concrete columns m 14.00 1,251.36 17,519.04
3.4 350mm Diameter reinforced concrete columns
Concrete m 28.00 1,370.56 38,375.56
3.5 220 x 700mm Reinforced concrete columns
Concrete m 35.00 1,109.80 38,843.00
3.6 Set of 1 x 220 x 220 & 1 x 450 x 450mm reinforced concrete columns m 14.00 1,678.60 23,500.40
3.7 220 x 220mm Reinforced concrete columns
Concrete m 231.00 427.24 98,692.44
3.8 8m Diameter reinforced concrete dome with 1,5m high perimeter upstand beam
500mm Diameter openings No 1.00 201,184.32 201,184.32
3.9 Double flight staircase (2400mm wide) No 2.00 13,500.00 27,000.00
3.10 Sundries (slip joints, movement joints, etc) m2 307.00 158.09 48,534.94
Elemental Bills of Quantities
Page 6 of 13
PROPOSED NEW MOSQUE REF : PQS212/EST 2
OTTAWA - KWAZULU NATAL DATE : 28-Jun-08
CONSTRUCTION WORK
No Element/Component Unit Quantity Element Rate Amount
4 External envelope m2 684 1,061.86 726,310
4.1 220mm Brick walls m2 684.00 400.00 273,600.00
4.2 Extra for facings (PC 3,800.00 per thousand) m2 684.00 180.00 123,120.00
4.3 Aluminium windows, doors, shopfronts, etc m2 104.00 1,050.00 109,200.00
4.4 1m HighBrick wallwall faced externally with corbelled coping
220mm parapet m 98.00 870.00 85,260.00
4.5 Aluminium windows, doors, shopfronts, etc m2 104.00 1,050.00 109,200.00
4.6 No
External quality hardwood door size 810 x 2030mm high including frame paint, ironmongery, etc complete 2.00 1,640.00 3,280.00
4.7 2 Hour fire rated door size 810 x 2030mm high including frame paint, ironmongery, etc complete No 1.00 3,650.00 3,650.00
4.8 2400 x 2100mm High roller shutter door (Ghusal) No 1.00 3,400.00 3,400.00
4.9 Window and door sundries m2 104.00 150.00 15,600.00
5 Roofs m2 1 126,535.50 126,536
5.1 Derbigum torch-on water-proofing to flat roofs on screed to falls
Screed laid to falls m2 307.00 250.00 76,750.00
5.2 Eaves treatment - flashings, etc m 98.00 120.00 11,760.00
5.3 2m Diameter dome (over entrance) No 1.00 12,000.00 12,000.00
5.4 Rainwater goods
Gutters Sum 1.00 20,000.00 20,000.00
5.5 Sundries m2 1.00 6,025.50 6,025.50
6 Internal Divisions m2 630 480.32 302,600
6.1 Walling
6.1.1 Half brick clay NFP walls m2 35.00 200.00 7,000.00
6.1.2 One brick clay NFP walls m2 595.00 400.00 238,000.00
6.2 813 x 2032mm Internal quality hollow core doors, including frame, paint, ironmongery, etc. No 16.00 1,200.00 19,200.00
6.3 Aluminium doors, shopfronts, butt glazing, etc m2 32.00 1,200.00 38,400.00
7 Partitioning - not applicable m2 - 0.00 0
8 Floor Finishes m2 745 253.65 188,970.00
8.1 Floor finishes : Cermic tiles (PC R 90.00/m2) on screed -
8.1.1 Ceramic tiles (PC R 90/m2) including labour & grout m2 498.00 220.00 109,560.00
8.2.1 Carpet (PC R 200/m2) on screed m2 247.00 260.00 64,220.00
8.3 90mm High cut tile skirting m 106.00 100.00 10,600.00
8.4 150mm High coved timber skirting m 51.00 90.00 4,590.00
Elemental Bills of Quantities
Page 7 of 13
PROPOSED NEW MOSQUE REF : PQS212/EST 2
OTTAWA - KWAZULU NATAL DATE : 28-Jun-08
CONSTRUCTION WORK
No Element/Component Unit Quantity Element Rate Amount
9 Internal Wall Finishes m2 1,945 177.91 346,030
9.1 Extra for facebrick work
Plaster & paint m2 1,538.00 180.00 276,840.00
9.2 Glazed ceramic tiling (PC R 60.00/m2) on plaster backng
Plaster backing m2 407.00 170.00 69,190.00
10 Ceilings m2 740 267.57 198,000
10.1 Proprietary suspended ceilings & cornices m2 690.00 200.00 138,000.00
10.2 Mosaic tiles to dome soffit m2 50.00 1,200.00 60,000.00
-
11 Fittings - excluded No 1 30,000.00 30,000
11.1 Provisional sum for kitchen cupboards No 1.00 30,000.00 30,000
12 Electrical Installation m2 745 200.00 149,000
12.1 New electrical installation including light fittings m2 745.00 200.00 149,000.00
13 Internal Plumbing No 29 8,315.52 241,150
13.1 Provisional Sum for sanware & brassware No 29.00 1,200.00 34,800
13.2 Fix only sanware & brassware No 29.00 850.00 24,650
13.3 Provisional Sum for bathroom accessories No 1.00 6,000.00 6,000
13.4 Sanitary plumbing (msd per point) No 29.00 900.00 26,100
13.5 Cold & hot water supplies (msd per point) No 29.00 1,800.00 52,200
13.6 Geysers : 150 litre complete No 2.00 4,600.00 9,200
13.7 Geysers : 400 litre complete No 1.00 23,000.00 23,000
13.8 Soil Drainage ne 2m deep
110upvc pipe Item 1.00 19,200.00 19,200
13.9 Stormwater Drainage Item 1.00 36,000.00 36,000
13.10 30m Fire hose reels & extinguishers No 2.00 3,000.00 6,000
13.11 Fire extinguishers No 4.00 1,000.00 4,000
14 Airconditioning and/or mech ventilation - excluded No 1 0.00 0
15 Sundry Building Works 1 0.00 0
15.1 Minarets - See Final Summary
15.2 Specialist Dome Finish - See Final Summary
16 External Works 925 392.00 362,610
16.1 Site clearance m2 925.00 10.00 9,250
16.2 Bulk earthworks in cut to fill m3 680.00 80.00 54,400
16.3 2m High boundary wall faced externally with coping top m 113.00 1,520.00 171,760
16.4 4m Wide gates No 2.00 9,000.00 18,000
16.5 Driveway pavings, kerbs, etc m2 260.00 420.00 109,200
ESTIMATE OF CONSTRUCTION COST
EXCLUDING P&G COSTS AND VALUE ADDED TAX m2 745 5475.75 4,079,436
Elemental Bills of Quantities
Page 8 of 13
PROPOSED NEW MOSQUE REF : PQS212/EST 2
OTTAWA - KWAZULU NATAL DATE : 28-Jun-08
CONSTRUCTION WORK
No Element/Component Multi length width depth Rate Unit Rate Unit Quantity Element Rate Amount
A PRIMARY ELEMENTS
1 Foundations m2 1 238,197.12 238,197
1.1 Reinforced concrete footing (700 x 350mm)
including 230mm wall in foundations 0.70 0.35 m 205.00 471.48 96,652.38
Blinding 1.00 0.70 0.35 0.05 900.00 : 11.03
Concrete 1.00 1.00 0.70 0.35 1300.00 : 318.50
Reinf. (elsewhere) 40.00 1.00 0.70 0.35 14.00 : 0.00
230mm Clay brick wall 0.50 1.00 0.30 1.00 400.00 : 60.00
Excavation 1.00 1.00 0.70 1.00 70.00 : 49.00
Risk of collapse 2.00 1.00 1.00 1.00 10.00 : 20.00
Rock excavation (10%) 0.10 1.00 0.70 1.00 80.00 : 5.60
Cart away & backfill 1.20 1.00 0.70 0.35 25.00 : 7.35
1.2 RC column base size 1300 x 1300 x 350
including 440 x 440mm RC stub column 1.30 1.30 0.35 No 2.00 1,481.85 2,963.70
Blinding 1.00 1.30 1.30 0.05 900.00 : 76.05
Concrete 1.00 1.30 1.30 0.35 1300.00 : 768.95
Reinforcement (elsewhere) 50.00 1.30 1.30 0.35 14.00 : 0.00
440 x 440 Stub column - concrete 1.00 0.44 0.44 1.00 1300.00 : 251.68
440 x 440 Stub column - formwork 2.00 0.44 1.00 1.00 200.00 : 176.00
440 x 440 Stub column - reinforcement (e/w) 200.00 0.44 0.44 1.00 14.00 : 0.00
Excavation 1.00 1.30 1.30 1.00 70.00 : 118.30
Risk of collapse 4.00 1.30 1.00 1.00 10.00 : 52.00
Rock excavation (10%) 0.10 1.30 1.30 1.00 80.00 : 13.52
Cart away & backfill 1.00 1.30 1.30 0.60 25.00 : 25.35
RC column base size 1300 x 1300 x 350
1.30 including 350mm diameter RC stub column 1.30 1.30 0.35 No 4.00 1,686.43 6,745.71
Blinding 1.00 1.30 1.30 0.05 900.00 : 76.05
Concrete 1.00 1.30 1.30 0.35 1300.00 : 768.95
Reinforcement (elsewhere) 50.00 1.30 1.30 0.35 14.00 : 0.00
440 x 440 Stub column - concrete 3.14 0.18 0.18 1.00 1300.00 : 132.26
440 x 440 Stub column - formwork 1.00 1.00 1.00 1.00 500.00 : 500.00
440 x 440 Stub column - reinforcement (e/w) 200.00 0.18 0.18 1.00 14.00 : 0.00
Excavation 1.00 1.30 1.30 1.00 70.00 : 118.30
Risk of collapse 4.00 1.30 1.00 1.00 10.00 : 52.00
Rock excavation (10%) 0.10 1.30 1.30 1.00 80.00 : 13.52
Cart away & backfill 1.00 1.30 1.30 0.60 25.00 : 25.35
RC column base size 1600 x 1600 x 400
1.40 including 220 x 700mm RC stub column 1.60 1.60 0.40 No 6.00 2,313.48 13,880.88
Blinding 1.00 1.60 1.60 0.05 900.00 : 115.20
Concrete 1.00 1.60 1.60 0.40 1300.00 : 1331.20
Reinforcement (elsewhere) 50.00 1.60 1.60 0.40 14.00 : 0.00
440 x 440 Stub column - concrete 1.00 0.22 0.70 1.00 1300.00 : 200.20
440 x 440 Stub column - formwork 2.00 0.92 1.00 1.00 200.00 : 368.00
440 x 440 Stub column - reinforcement (e/w) 200.00 0.22 0.70 1.00 14.00 : 0.00
Excavation 1.00 1.60 1.60 1.00 70.00 : 179.20
Risk of collapse 4.00 1.60 1.00 1.00 10.00 : 64.00
Rock excavation (10%) 0.10 1.60 1.60 1.00 80.00 : 20.48
Cart away & backfill 1.00 1.60 1.60 0.55 25.00 : 35.20
RC column base size 2600 x 2600 x 600
including 1x440 x 440mm & 1x220x220mm
1.50 RC stub columns 2.60 2.60 0.60 No 2.00 7,067.43 14,134.86
Blinding 1.00 2.60 2.60 0.05 900.00 : 304.20
Concrete 1.00 2.60 2.60 0.60 1300.00 : 5272.80
Reinforcement (elsewhere) 50.00 2.60 2.60 0.60 14.00 : 0.00
450 x 450 Stub column 1.00 1.00 1.00 1.00 600.00 : 600.00
220 x 220 Stub column 1.00 1.00 1.00 1.00 200.00 : 200.00
Reinforcement (e/w) 200.00 1.00 1.00 1.00 14.00 : 0.00
Excavation 1.00 2.60 2.60 1.00 70.00 : 473.20
Risk of collapse 4.00 2.60 1.00 1.00 10.00 : 104.00
Rock excavation (10%) 0.10 2.60 2.60 1.00 80.00 : 54.08
Cart away & backfill 1.00 2.60 2.60 0.35 25.00 : 59.15
RC column base size 1100 x 1100 x 300
1.60 including 220 x 220mm RC stub column 1.10 1.10 0.30 No 33.00 835.31 27,565.31
Blinding 1.00 1.10 1.10 0.05 900.00 : 54.45
Concrete 1.00 1.10 1.10 0.30 1300.00 : 471.90
Reinforcement (elsewhere) 50.00 1.10 1.10 0.30 14.00 : 0.00
220 x 220 Stub column - concrete 1.00 0.22 0.22 1.00 1300.00 : 62.92
220 x 220 Stub column - formwork 2.00 0.22 1.00 1.00 200.00 : 88.00
220 x 220 Stub column - reinforcement (e/w) 200.00 0.22 0.22 1.00 14.00 : 0.00
Excavation 1.00 1.10 1.10 1.00 70.00 : 84.70
Risk of collapse 4.00 1.10 1.00 1.00 10.00 : 44.00
Rock excavation (10%) 0.10 1.10 1.10 1.00 80.00 : 9.68
Cart away & backfill 1.00 1.10 1.10 0.65 25.00 : 19.66
1.7 Reinforcement in foundations (Per Engineer's schedule) kg 3,900.00 14.00 54,600.00
1.8 Sundries 10.00% 1.00 1.00 1.00 216,542.84 21654.28 m2 1.00 21,654.28 21,654.28
Detailed Elemental Cost Plan
Page 9 of 13
PROPOSED NEW MOSQUE REF : PQS212/EST 2
OTTAWA - KWAZULU NATAL DATE : 28-Jun-08
CONSTRUCTION WORK
No Element/Component Multi length width depth Rate Unit Rate Unit Quantity Element Rate Amount
2 Ground Floor Construction m2 438 344.29 150,800
2.1 Reinforced surface bed on well compacted
and poisoned subsoil with dpm underlay
(150mm thick) 1.00 1.00 0.100 m2 438.00 284.50 124,611.00
Excavation 1.00 1.00 1.00 0.15 70.00 : 10.50
Concrete 1.00 1.00 1.00 0.100 1300.00 : 130.00
Powerfloat 1.00 1.00 1.00 1.00 24.00 : 24.00
Expansion joints, etc (elsewhere) 1.00 1.00 1.00 1.00 0.00 : 0.00
Mesh ref 193 reinforcement 1.00 1.00 1.00 1.00 45.00 : 45.00
250micron USB green dpm 1.00 1.00 1.00 1.00 15.00 : 15.00
Soil poisoning 1.00 1.00 1.00 1.00 10.00 : 10.00
Compaction of in situ ground 1.00 1.00 1.00 1.00 20.00 : 20.00
Imported fill 1.00 1.00 1.00 0.150 200.00 : 30.00
2.2 Isolation joints & pointing m 312.00 40.00 12,480.00
2.3 Sundries 10.00% 1.00 1.00 1.00 137,091.00 13709.10 m2 438.00 31.30 13,709.10
3 Structural Frame m2 307 3,319.98 1,019,234
3.1 200mm Reinforced concrete (FF) slabs 1.00 1.00 0.200 m2 307.00 856.00 262,792.00
Concrete 1.00 1.00 1.00 0.20 1300.00 : 260.00
Woodfloat 1.00 1.00 1.00 1.00 20.00 : 20.00
Formwork 1.00 1.00 1.00 1.00 240.00 : 240.00
Reinf. (120kg/m3) 120.00 0.20 1.00 1.00 14.00 : 336.00
3.2 200mm Reinforced concrete (Roof) slabs 1.00 1.00 0.200 m2 307.00 856.00 262,792.00
Concrete 1.00 1.00 1.00 0.20 1300.00 : 260.00
Woodfloat 1.00 1.00 1.00 1.00 20.00 : 20.00
Formwork 1.00 1.00 1.00 1.00 240.00 : 240.00
Reinf. (120kg/m3) 120.00 0.20 1.00 1.00 14.00 : 336.00
3.3 440 x 440mm Reinforced concrete columns 0.44 0.44 1.00 m 14.00 1,251.36 17,519.04
Concrete 1.00 0.44 0.44 1.00 1300.00 : 251.68
Formwork 2.00 0.88 1.00 1.00 260.00 : 457.60
Reinforcement (200kg/m3) 200.00 0.44 0.44 1.00 14.00 : 542.08
3.4 350mm Diameter reinforced concrete columns 0.17 0.17 1.00 m 28.00 1,370.56 38,375.56
Concrete 3.10 0.17 0.17 1.00 1300.00 : 116.47
Formwork 1.00 1.00 1.00 1.00 1000.00 : 1000.00
Reinforcement (200kg/m3) 200.00 0.17 0.17 3.14 14.00 : 254.09
3.5 220 x 700mm Reinforced concrete columns 0.22 0.70 1.00 m 35.00 1,109.80 38,843.00
Concrete 1.00 0.22 0.70 1.00 1300.00 : 200.20
Formwork 2.00 0.92 1.00 1.00 260.00 : 478.40
Reinforcement (200kg/m3) 200.00 0.22 0.70 1.00 14.00 : 431.20
3.6 Set of 1x220x220 & 1x450x450mm reinforced concrete columns m 14.00 1,678.60 23,500.40
220 x 220mm Column 1.00 1.00 1.00 1.00 427.24 : 427.24
450 x 450mm Column 1.00 1.00 1.00 1.00 1251.36 : 1251.36
3.7 220 x 220mm Reinforced concrete columns 0.22 0.22 1.00 m 231.00 427.24 98,692.44
Concrete 1.00 0.22 0.22 1.00 1300.00 : 62.92
Formwork 2.00 0.44 1.00 1.00 260.00 : 228.80
Reinforcement (200kg/m3) 200.00 0.22 0.22 1.00 14.00 : 135.52
3.8 8m Diameter reinforced concrete dome No 1.00 201,184.32 201,184.32
300x1500mm RC upstamd beam - concrete 3.14 8.00 0.50 1.50 1300.00 : 24492.00
300x1500mm RC upstamd beam - formwork 3.14 8.00 1.50 2.00 350.00 26376.00
300x1500mm RC upstamd beam - reinforcement 3.14 8.00 0.45 220.00 14.00 34816.32
Concrete formwork & reinforcement to dome 1.00 1.00 1.00 1.00 108000.00 108000.00
500mm Diameter openings 25.00 1.00 1.00 1.00 300.00 7500.00
3.9 Double flight staircase (2400mm wide) No 2.00 13,500.00 27,000.00
3.1 Sundries (slip joints, movement joints, etc) 5.00% 1.00 1.00 1.00 970,698.76 48534.94 m2 307.00 158.09 48,534.94
Detailed Elemental Cost Plan
Page 10 of 13
PROPOSED NEW MOSQUE REF : PQS212/EST 2
OTTAWA - KWAZULU NATAL DATE : 28-Jun-08
CONSTRUCTION WORK
No Element/Component Multi length width depth Rate Unit Rate Unit Quantity Element Rate Amount
4 External envelope m2 684 1,061.86 726,310
4.1 220mm Brick wall m2 684.00 400.00 273,600.00
4.2 Extra for facings (PC 4,000.00 per thousand) m2 684.00 180.00 123,120.00
4.3 Aluminium windows, doors, shopfronts, etc m2 104.00 1,050.00 109,200.00
4.4 1m high parapet wall faced externally m2 98.00 870.00 85,260.00
220mm Brick wall 1.00 1.00 1.00 1.00 400.00 : 400.00
Extra for facings 1.00 1.00 1.00 1.00 180.00 : 180.00
Internal plaster & paint 1.00 1.00 1.00 1.00 90.00 : 90.00
Coping 1.00 1.00 1.00 1.00 200.00 : 200.00
4.5 Aluminium windows, doors, shopfronts, etc m2 104.00 1,050.00 109,200.00
4.6 External quality hardwood door size 810 x 2030mm high including frame paint, ironmongery, etc complete No 2.00 1,640.00 3,280.00
4.7 2 Hour fire rated door size 810 x 2030mm high including frame paint, ironmongery, etc complete No 1.00 3,650.00 3,650.00
4.8 2400 x 2100mm High roller shutter door (Ghusal) No 1.00 3,400.00 3,400.00
4.9 Window and door sundries m2 104.00 150.00 15,600.00
5 Roofs m2 1 126,535.50 126,536
5.1 Derbigum torch-on water-proofing to flat roofs m2 307.00 250.00 76,750.00
Screed laid to falls 1.00 1.00 1.00 1.00 80.00 : 80.00
Water-proofing to flat roof 1.00 1.00 1.00 1.00 120.00 : 120.00
Finish to waterproofing 1.00 1.00 1.00 1.00 50.00 : 50.00
5.2 Eaves treatment - flashings, etc m 98.00 120.00 11,760.00
5.3 2m Diameter dome (over entrance) No 1.00 12,000.00 12,000.00
5.4 Rainwater goods Sum 1.00 20,000.00 20,000.00
Gutters 0.00 1.00 1.00 1.00 90.00 : 0.00
Down pipes 70.00 1.00 1.00 1.00 80.00 : 5600.00
Fittings 70.00 1.00 1.00 1.00 20.00 : 1400.00
100mm Fulbore outlets 10.00 1.00 1.00 1.00 800.00 : 8000.00
Sumps 10.00 1.00 1.00 1.00 500.00 : 5000.00
5.5 Sundries 5.00% 1.00 1.00 1.00 120,510.00 : 6025.50 m2 1.00 6,025.50 6,025.50
6 Internal Divisions m2 630 480.32 302,600
6.1 Walling
6.1.1 Half brick clay NFP walls m2 35.00 200.00 7,000.00
6.1.2 One brick clay NFP walls m2 595.00 400.00 238,000.00
6.2 813 x 2032mm Internal quality hollow core
doors, including frame, paint, ironmongery,
etc. No 16.00 1,200.00 19,200.00
6.3 Aluminium doors, shopfronts, butt glazing,
etc m2 32.00 1,200.00 38,400.00
7 Partitioning - not applicable m2 - 0.00 0
7.1 Partitioning including part glazed fixed lights m2 - 400.00 0.00
7.2 Single doors incl paint, ironmongery, etc No - 600.00 0.00
8 Floor Finishes m2 745 253.65 188,970.00
8.1 Floor finishes -
8.1.1 Ceramic tiles (PC R 90/m2) incl labour & grout 1.00 1.00 1.00 1.00 180.00 : 180.00 m2 498.00 220.00 109,560.00
8.1.2 Screed 1.00 1.00 1.00 1.00 40.00 : 40.00
8.2.1 Carpet (PC R 200/m2) 1.00 1.00 1.00 1.00 220.00 : 220.00 m2 247.00 260.00 64,220.00
8.2.2 Screed 1.00 1.00 1.00 1.00 40.00 : 40.00
8.3 90mm High cut tile skirting m 106.00 100.00 10,600.00
8.4 150mm High coved timber skirting m 51.00 90.00 4,590.00
Detailed Elemental Cost Plan
Page 11 of 13
PROPOSED NEW MOSQUE REF : PQS212/EST 2
OTTAWA - KWAZULU NATAL DATE : 28-Jun-08
CONSTRUCTION WORK
No Element/Component Multi length width depth Rate Unit Rate Unit Quantity Element Rate Amount
9 Internal Wall Finishes m2 1,945 177.91 346,030
9.1 Extra for facebrick work m2 1,538.00 180.00 276,840.00
Plaster & paint 1.00 1.00 1.00 1.00 180.00 : 180.00
9.2 Glazed ceramic tiling (PC R 60.00/m2) m2 407.00 170.00 69,190.00
Tiling & grout & labour 1.00 1.00 1.00 1.00 140.00 : 140.00
Plaster backing 1.00 1.00 1.00 1.00 30.00 : 30.00
10 Ceilings m2 740 267.57 198,000
10.1 Proprietary suspended ceilings & cornices m2 690.00 200.00 138,000.00
10.2 Mosaic tiles to dome soffit m2 50.00 1,200.00 60,000.00
10.2 No allowance for bulkheads m2 - 0.00 0.00
-
11 Fittings - excluded No 1 30,000.00 30,000
11.1 Provisional sum for kitchen cupboards No 1.00 30,000.00 30,000
11.2 Provisional sum for cupboards No - 25,000.00 0
12 Electrical Installation m2 745 200.00 149,000
12.1 New electrical installation including light
fittings m2 745.00 200.00 149,000.00
12.2 Provisional Sum for light fittings & TV inercom No - 0.00 0
12.3 Provisional Sum for satellite dish and installation No - 0.00 0
13 Internal Plumbing No 29 8,315.52 241,150
13.1 Provisional Sum for sanware & brassware No 29.00 1,200.00 34,800
13.2 Fix only sanware & brassware No 29.00 850.00 24,650
13.2 Provisional Sum for bathroom accessories No 1.00 6,000.00 6,000
13.3 Sanitary plumbing (msd per point) Total No 29.00 900.00 26,100
Wc suite 7.00
Wash hand basin 8.00
Kitchen sinks 1.00
Shower 3.00
Wuzu 10.00
13.4 Cold & hot water supplies (msd per point) No 29.00 1,800.00 52,200
13.5 Geysers : 150 litre complete No 2.00 4,600.00 9,200
Geysers : 400 litre complete No 1.00 23,000.00 23,000
13.6 Soil Drainage Item 1.00 19,200.00 19,200
110upvc pipe ne 2m deep 60 200 : 12000
Manholes 3 2400 : 7200
13.7 Stormwater Drainage Item 1.00 36,000.00 36,000
13.80 30m Fire hose reels & extinguishers No 2.00 3,000.00 6,000
13.90 Fire extinguishers No 4.00 1,000.00 4,000
14 Airconditioning and/or mech ventilation No 1 0.00 0
4.1 Provisional Sum for airconditioning m2 - 350.00 0
15 Sundry Building Works 1 0.00 0
15.1 Minarets - See Final Summary 0
15.2 Specialist Dome Finish - See Final Summary
16 External Works 925 392.00 362,610
16.1 Site clearance m2 925.00 10.00 9,250
16.2 Bulk earthworks in cut to fill m3 680.00 80.00 54,400
16.3 2m High boundary wall faced externally with coping top m 113.00 1,520.00 171,760
16.4 4m Wide gates No 2.00 9,000.00 18,000
16.5 Driveway pavings, kerbs, etc m2 260.00 420.00 109,200
ESTIMATE OF CONSTRUCTION COST
EXCLUDING P&G COSTS AND VALUE ADDED TAX m2 745 5475.75 4,079,436
Detailed Elemental Cost Plan
Page 12 of 13