BILL OF QUANTITIES
FOR THE
FOR
PREPARED BY:
ITEM DESCRIPTION QTY UNIT RATE GH¢ AMOUNT GH¢
BILL NO.2: PROPOSED 2 STOREY STORES
SUBSTRUCTURE
D GROUNDWORK
D20 EXCAVATING AND FILLING
Site preparation
Clearing site vegetation bushes, scrub, undergrowth, hedges
A and trees and tree stumps not exceeding 600mm girth
2
including topsoil removal 130 M 6.50 845.00
Excavating
Excavate pits maximum depth not exceeding 2.00m deep 3
B 16 M 45.00 720.00
commencing at formation level.
Excavate trenches, width exceeding 0.30m wide maximum
C depth not exceeding 2.00m deep commencing at formation
3
level. 25 M 38.00 950.00
3
D Extra over; 5 M 35.00 175.00
Disposal
3
E Remove surplus excavated material. 22 M 18.00 396.00
Filling to make up levels
3
F Backfill selected excavated materials around foundation 19 M 12.00 228.00
3
G Compact laterite filling to receive concrete floor bed 19 M 80.00 1,520.00
E. IN SITU CONCRETE / LARGE PRECAST CONCRETE
E10. In situ concrete
Plain ordinary prescribed mix: grade C15 concrete, 20mm
machine-crushed aggregate as described in:
Blinding beds thickness 50mm thick poured on or against 2
17 M 29.50 501.50
H earth
Plain ordinary prescribed mix: grade C20 concrete, 20mm
machine-crushed aggregate as described in:
3
J 225 mm thick in foundation trench 7 M 590.00 4,130.00
3
K 150 mm thick in concrete floor bed 10 M 590.00 5,900.00
c/f 15,365.50
ITEM DESCRIPTION QTY UNIT RATE GH¢ AMOUNT GH¢
b/f 15,365.50
Reinforced ordinary prescribed mix: grade C25 concrete,
20mm machine-crushed aggregate as described in:
3
A Column base 5 M 650.00 3,250.00
3
B Columns 3 M 650.00 1,950.00
E10. INSITU CONCRETE
E.20 FORMWORK
Sawn softwood formwork as described to:
C Edges of beds, plain vertical, height not exceeding 0.25m 45 M 25.00 1,125.00
Columns,regular shaped in rectangular and circular shapes
D 2
and walls 25 M 45.00 1,125.00
E.30. REINFORCEMENT
Reinforcement; BS 4449 hot rolled deformed round mild
steel; yield strength 250N/mm2; straight, bent or curved as
described in:
E 16 mm diameter bar, in column 159 KG 5.50 874.50
F 12 mm diameter bar, in column base 253 KG 5.50 1,391.50
G 10 mm diameter bar as stirrups 93 KG 5.50 511.50
F10. MASONRY
F10. BRICK/BLOCKWALLING
Solid sandcrete blockwork laid in strectcher bond in cement
mortar (1:4)
2
H 150mm thick blockwork in foundation 54 M 65.00 3,510.00
SURFACE FINISHES
19mm thick cement sand rendering on blockwall/concrete
J 2
work surfaces 13 M 32.00 416.00
Prepare and apply two undercoats and one finishing coat of
"Coralatex" or any approved acrylic emulsion paint on
2
K rendered wall surfaces 9 M 9.00 81.00
SUBSTRUCTURE
CARRIED TO SUMMARY 29,600.00
ITEM DESCRIPTION QTY UNIT RATE GH¢ AMOUNT GH¢
SUPERSTRUCTURE WORKS
E. IN SITU CONCRETE / LARGE PRECAST CONCRETE
E10. In situ concrete
Reinforced ordinary prescribed mix: grade C25 concrete,
20mm machine-crushed aggregate as described in:
3
A Columns 11 m 650.00 7,150.00
3
B Beams 12 m 650.00 7,800.00
3
D Concrete slab 150 mm thick 27 m 650.00 17,550.00
3
E In stairs including risers, tread and landing 5 m 650.00 3,250.00
3
F Ramp and Steps including risers, tread 0.5 m 650.00 325.00
E.20 FORMWORK
Sawn softwood formwork as described to:
2
F Vertical sides of columns 103 m 45.00 4,635.00
2
G Sides and soffit of beams 115 m 45.00 5,175.00
2
J Soffit of 150mm concrete slab 177 m 45.00 7,965.00
K Sides of 150mm concrete slab 41 m 25.00 1,025.00
2
H Sides and soffit of landing/beams beneath 11 m 45.00 495.00
M Sloping soffit and sides of staircases 22 m2 45.00 990.00
N Risers of staircases 150mm wide 50 m 25.00 1,250.00
E.30 REINFORCEMENT
Reinforcement; BS 4449 hot rolled deformed round mild
steel; yield strength 250N/mm2; straight, bent or curved as
described in:
L 16 mm diameter bars in columns 523 kg 5.50 2,876.50
M 16 mm diameter bars in beams 890 kg 5.50 4,895.00
N 12 mm diameter bars in slab 4191 kg 5.50 23,050.50
P 10 mm diameter bars as links in beam 574 kg 5.50 3,157.00
Q 10 mm diameter bars as stirrups in columns 372 kg 5.50 2,046.00
E. IN SITU CONCRETE / LARGE PRECAST CONCRETE
CARRIED TO SUMMARY 93,635.00
ITEM DESCRIPTION QTY UNIT RATE GH¢ AMOUNT GH¢
F. MASONRY
F. 10 Brick/Blockwalling
150 mm thick solid blockwork in cement mortar (1:4) laid
level in stretcher bond as described in:
2
A Solid sandcrete blockwall 132 m 65.00 8,580.00
F. MASONRY
CARRIED TO SUMMARY 8,580.00
G. STRUCTURAL / CARCASSING METAL / TIMBER
G20. Carpentry/Timber framing/First fixing
Door frame
Sawn hardwood treated with wood preservative in roof
members as:
B 50 x 150mm hardwood timber in frame; rebated 10 m 17.00 170.00
CARPENTARY
CARRIED TO SUMMARY 170.00
Joinery
Sawn hardwood treated with wood preservative in roof
members as:
A 704mm x 2050mm x 44mm single leaf door 2 no 350.00 700.00
JOINERY WORKS
CARRIED TO SUMMARY 700.00
L. WINDOWS/DOORS/STAIRS
L11. Metal windows/rooflights/sreens/louvres
Glazed aluminium windows/doors
Glass window in aluminium framing; with burglar proof to
interior m/s:
D 2500 x 2550mm high double door with sidelights 4 no 3,187.50 12,750.00
E 1500 x 2550mm high double door with sidelights 1 no 1,912.50 1,912.50
E 600 x 600mm high side hung casement window 3 no 180.00 540.00
GLAZING WORKS
CARRIED TO SUMMARY 15,202.50
ITEM DESCRIPTION QTY UNIT RATE GH¢ AMOUNT GH¢
L.11 Metal windows/roof flight/screens/louver
Metal doors/shutters/hatches/ burglar proofing
Collapsible or fixed metal burglar proofing to doors and
windows, and painted with 3 coats of high gloss
F 2500 x 2550mm high burglar proof in door 5 no 2,231.25 11,156.25
G 1500 x 1200mm high burglar proof in door 1 no 1,338.75 1,338.75
H 600 x 600mm high burglar proof in window 3 no 126.00 378.00
F 2450 x 700mm high balustrade in terrace 2 no 600.25 1,200.50
G 2050 x 700mm high balustrade in terrace 2 no 502.25 1,004.50
H 13300 x 700mm high balustrade in terrace 1 no 3,258.50 3,258.50
F 3150 x 900mm high balustrade in staircase 1 no 992.25 992.25
G 1200 x 900mm high balustrade in staircase 1 no 378.00 378.00
H 2600 x 900mm high balustrade in staircase 2 no 819.00 1,638.00
Metal doors/shutters/hatches/ burglar proofing
CARRIED TO SUMMARY 21,344.75
IRONMONGERY
1 Pair 100mm approved heavy section 'brass coated' butt
A 2 no 22.00 44.00
hinges and fixing to hardwood with screws to match
B Mortice lock with anodised aluminum lever handle 2 no 105.00 210.00
C 150mm brass barrel bolt 2 no 15.00 30.00
IRONMONGERY
CARRIED TO SUMMARY 284.00
ITEM DESCRIPTION QTY UNIT RATE GH¢ AMOUNT GH¢
M. SURFACE FINISHES
M10. Sand cement/Concrete/Granolithic
screeds/flooring
Cement and sand (1:4) beds and backings as described in
12mm thick floated backing in one coat to receive wall tiles
(measured separately), width not exceeding 300mm
2
D wall 44 m 14.00 616.00
Ditto, 40mm thick floor screeded bed to receive floor tiles
(measured separately), width exceeding 300mm
2
E Floor 140 m 19.00 2,660.00
M20. Plastered/Rendered/Roughcast coatings
19mm Thick cement and sand(1:5) render to walls and
attached to columns and beams width exceeding 300mm as
described in:
2
F To internal and external walls 472 m 21.00 9,912.00
2
G To narrow width of wall 8 m 21.00 168.00
2
H To soffit of floor slab 162 m 21.00 3,402.00
M40. Stone/Concrete/Quarry/Ceramic tiling/Mosaic
Tiles plain fixed on backings or beds with adhesive, pointed
and grouted in approved coloured grout to match as
described in:
2
A 400 x 400 x 10mm thick polished porcelain floor tiles, level 140 m 100.00 14,000.00
2
B 300 x 200 x 6mm thick glazed wall tiles 44 m 85.00 3,740.00
D Skirting, 75mm high 20 m 7.50 150.00
M60 Painting/Clear finishing
knot, stop prime and apply three coats of lacquer to
E 2
panelled and flush door 8 m 21.00 168.00
Apply two coats of Aluminium primer to back of frames
F 2
before fixing 2 m 14.00 28.00
knot, stop prime and apply three coats of lacquer to all
wooden frames:
2
G 50mm x 150mm door lining and stopper 3 m 14.00 42.00
Prepare and apply two undercoats and one finishing coat of
"Coralatex" or any approved acrylic emulsion paint on
general surfaces
2
H Concrete/Block wall surfaces 472 m 9.00 4,248.00
2
L To soffit of floor slab 140 m 9.00 1,260.00
M. SURFACE FINISHES
CARRIED TO SUMMARY 40,394.00
ITEM DESCRIPTION QTY UNIT RATE GH¢ AMOUNT GH¢
ELECTRICAL INSTALLATION
Provide a Provisional Sum of Eight Thousand Ghana cedis
(GH¢ 8,000.00) for all electrical works including supply and
A
installation of electricity meter, builder's work, testing and
commissioning 8,000.00
ELECTRICAL INSTALLATION 8,000.00
CARRIED TO SUMMARY
PLUMBING INSTALLATION
Provide a Provisional Sum of Three Thousand Ghana cedis
B (GH¢ 3,000.00) for all plumbing works including builder's
work, testing and commissioning 3,000.00
C Tywford or any approved quality w.c complete 2 No 650.00 1,300.00
D Approved quality wash hand basin complete; 450 x 350mm 2 No 450.00 900.00
PLUMBING INSTALLATION 5,200.00
CARRIED TO SUMMARY
EXTERNAL WORKS
Bio-digester
Provide a Provisional Sum of Three Thousand Ghana cedis
(GH¢ 3,000.00) for bio-digester installation, testing and
G
commissioning, including soakaway to be sited as directed
by Architect 3,000.00
ELECTRICAL INSTALLATION 3,000.00
CARRIED TO SUMMARY
ITEM DESCRIPTION QTY UNIT RATE GH¢ AMOUNT GH¢
SUMMARY
1 SUBSTRUCTURE 29,600.00
2 E. IN SITU CONCRETE / LARGE PRECAST CONCRETE 93,635.00
3 MASONRY 8,580.00
4 CARPENTARY 170.00
6 JOINERY WORKS 700.00
7 GLAZING WORKS 15,202.50
8 METAL WINDOWS/DOORS 21,344.75
9 IRONMONGERY 284.00
10 SURFACE FINISHES 40,394.00
11 ELECTRICAL INSTALLATION 8,000.00
12 PLUMBING EINGINEERING INSTALLATION 5,200.00
13 EXTERNAL WORKS 3,000.00
SUMMARY 226,110.25
Carried to Final Summary
ITEM DESCRIPTION QTY UNIT RATE AMOUNT (Gh¢)
FINAL SUMMARY
BILL NO. 1: PRELIMINARIES 12,018.69
Bill No. 2: THE WORKS 226,110.25
SUB-TOTAL 1 238,128.94
SUB-TOTAL 2 238,128.94
ADD
Contigency Sum 5% GH¢ 11,906.45
Add/Subtract Adjustment item
GENERAL SUMMARY GH¢ 250,035.39
