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8/7/2019 NEW BLOCK 7
1/19
ITEM DESCRIPTION QTY UNIT GH RATE AMOUNT
Excavation
A Clear site of bushers 485 m 3.00 1,455.00
B 485 m 20.00 9,700.00
C Excavate trenches for footings starting 145 m 5.00 725.00
from stripped level.
D Excavating pits to maximum depth
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8/7/2019 NEW BLOCK 7
2/19
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8/7/2019 NEW BLOCK 7
3/19
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8/7/2019 NEW BLOCK 7
4/19
To collection 3
55,178.50
ITEM DESCRIPTION QTY UNIT GH RATE AMOUNT
WOODWORK
CARPENTRY
A Sawn hardwood rafter roof truss of 18.00m 12 No 350.00
4,200.00
span fabricated and erected in position.
2 No 150.00 300.00
B Ditto 7.00m span
C 50mm x 150mm hip rafters. 130 m 6.00 780.00
D 50 x 150mm common rafters. 150 m 6.00 900.00
E 50mm x 150mm wall plate. 131 m 6.00 786.00
F 50mm x 100mm purling 374 m 5.00 1,870.00
G 50mm x 50mm ceiling noggins 752 m 4.00 3,008.00
Sundry
H 19mm ,250mm long ragboltts for 30 No 5.00 150.00
anchoring roof
WOODWORK
Joinery
J 45 x 140mm wrought hardwood frame 61 m 10.00 610.00
plugged to block work.
K 25 x 300 wrought hardwood fascia 80 m 7.00 560.00
board and fixing to hardwood.
L 13x50mm ceiling battens and fixing to 752 m 2.50 1,880.00
ceiling.
M 13 x 50mm door stops 61 m 2.50 152.50
N 13 x 50mm architrave 61 m 6.00 366.00
P Flush door fix to frames 12 No 150.00 1,800.00
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8/7/2019 NEW BLOCK 7
5/19
To collection 4
17,362.50
ITEM DESCRIPTION QTY UNIT GH RATE AMOUNT
Joinery (Cont.)
A Mortise locks 12 No 70.00 840.00
B Brass Hinges (4") 12 pair 19.00 228.00
Metal Works
C 12 No 465.00 5,580.00
D Ditto 900 x 900mm 4 No 135.00 540.00
E Sliding door sixe 1800 x 2100mm 4 No 624.00 2,496.00
F Ceramic floor tiles laid to fall on 267 m 40.00 10,680.00
screeded bed and as skirting lining on wall
G 30mm thick cement and sand (1:4) 267 m 20.00 5,340.00
screed bed to receive floor tiles.
H 13mm thick cement and sand (1:4) 1428 m 15.00 21,420.00
render on block work.
J 200mm x 300mm glazed ceramic wall 134 m 45.00 6,030.00tiles
fixed to cement and sand backing.
K 13mm thick cement and sand (1:4) 134 m 13.00 1,742.00
backing on block work to receive wall
tiles.
L 1/8" plywood ceiling fixing to noggings 372 m 30.00
11,160.00
M kitchennetting 4 no. 75.00 300.00
Provide and fix Glazed aluminum slidingwindows with fly screen
and fixing to blockwalls size (1830 x 1240mm)
Finishing's
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8/7/2019 NEW BLOCK 7
6/19
To collection 5
66,356.00
ITEM DESCRIPTION QTY UNIT GH RATE AMOUNT
Painting and Decoration
A Prepare and apply three coats of 1428 m 5.00 7,140.00
emulsion paint on rendered walls.
B Ditto to ceiling 372 m 5.00 1,860.00
C Knot, prime, stop and apply three coats 75 m 4.00 300.00
of oil paint on surfaces of woodwork.
External works
D concrete apron in-situ concrete 8 258.50 2,068.00
(1:2:4 - 19mm agg.) 100mm thick finished
with wooden float.
m3
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8/7/2019 NEW BLOCK 7
7/19
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8/7/2019 NEW BLOCK 7
8/19
To collection 7
4,166.00
ITEM DESCRIPTION QTY UNIT GH RATE AMOUNT
Mains Supply
Coded red
A 16.0 mm 2 roll 450.00 900.00
Coded black
B 16.0 mm 2 roll 450.00 900.00
SWITCHES
C One gang 20 pcs 12.00 240.00
A/C SWITCHES
D A/C switches 12 pcs 5.00 60.00
E water heater switch 4 6.00 24.00
SOCKETS
F 28 pcs 8.00 224.00
G 8 pcs 10.00 80.00
LIGHTING FITTINGS
H 2" florecent Fitting 24 no 55.00 1,320.00
16 mm Cable drawn into conduit pipes,trench & trunking to
connect DB (actual
length would be determined on site)
Lighting Circuit Switches surface or flush
mounted as appropriate, ivory white finish6A rating
socket outlets, doubl ,13A square pin,British Standard,
ivory/white finish, surfacemounted
socket outlets, single ,13A square pin,British Standard,
ivory/white finish, surfacemounted
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8/7/2019 NEW BLOCK 7
9/19
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8/7/2019 NEW BLOCK 7
10/19
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8/7/2019 NEW BLOCK 7
11/19
To collection 10
11,140.00
ITEM DESCRIPTION QTY UNIT GH RATE AMOUNT
Bill 1
To collection 1 31,112.00
To collection 2 13,454.00
To collection 3 55,178.50
To collection 417,362.50
To collection 5 66,356.00
To collection 6 11,368.00
To collection 7 4,166.00
To collection 8 4,048.00
To collection 937,500.00
To collection 10 11,140.00
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8/7/2019 NEW BLOCK 7
12/19
251,685.00
ITEM DESCRIPTION QTY UNIT GH RATE AMOUNT
GRAND SUMMARY
BILL 1 251,685.00
16,154.50BILL 2 (SEPTIC TANK)
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8/7/2019 NEW BLOCK 7
13/19
GRAND TOTAL
GH 267,839.50
USD $ 188,089.54
COST ESTIMATE
AT
AYANFURI
CONSTRUCTION OF 4 MAN UNITE HOUSE (SAME
AS BLOCK SEVEN) FOR
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8/7/2019 NEW BLOCK 7
14/19
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8/7/2019 NEW BLOCK 7
15/19
ITEM DESCRIPTION QTY UNIT GH RATE
BILL 2
Excavation and earthworks
A Excavation of pit 54 10.00 540.00
B 8 5.00 40.00
C Disposal of excavated materials from site 47 6.00 282.00
Concrete works
D Concrete floor bed (1:3:6-19mm agg) 3 258.50 775.50
E 3 285.50 856.50
Reinforcement
F 12mm diameter rod in slab 175 KG 4.00 700.00
G Formwork to soffit of reinforced slab 15 4.00 60.00
Block work
H 150mm walls 62 25.00 1,550.00
Plastering
on block or concrete.(1:4)
I Wall 73 13.00 949.00
Plumbing works
Provide and fix:
J item l.sum 300.00
GHAMOUNT
M3
Backfill selected excavated material andcompact
M3
M3
M3
150mm thick reinforced concrete slab(1:2:4-19mm agg.)
M3
M2
Solid sandcrete block in cement mortar(1:4) as described
M2
25mm cement and sand rendering asdescribe
M2
100mm diameter PVC vent pipes, soillines and waste water lines
(100 metreslength) and PVC bends and caps includingprovisional sum
for plumbing work
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8/7/2019 NEW BLOCK 7
16/19
Total carried to collection 1 6,053.00
ITEM DESCRIPTION QTY UNIT GH RATE
B 60 M 5.00 300.00
C Excavate pit for inspection chamber 5 6.00 30.00
Concrete works
D 1 258.50 258.50
E 1 13.00 13.00
Reinforcement
F 12mm diameter rod in slab 80 KG 4.00 320.00
Formwork to:
G Edges of slab 25 M 4.00 100.00
Block work
H 125mm walls 19 25.00 475.00
Plastering
on block or concrete.(1:4)
I Wall 20 13.00 260.00
GHAMOUNT
Excavate trench of average depth 1000mmfor soil and waste water
lines. NOTEwidth to be determine on site
INSPECTION CHAMBER (900mm x600mm)
M2
150mm thick concrete floor bed (1:3:6-19mm agg)
M3
125mm thick reinforced concrete slab(1:2:4-19mm agg.)
M3
Solid sandcrete block in cement mortar(1:4) as described
M2
25mm cement and sand rendering asdescribe
M2
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8/7/2019 NEW BLOCK 7
17/19
Total carried to collection 2 8,109.50
ITEM DESCRIPTION QTY UNIT GH RATE
A Excavate pit for soakaway 16 10.00 160.00
B Disposal of excavated material from site 16 6.00 96.00
C Fill pit with approved boulders 16 70.00 1,120.00
D Cover pit with filt 15 40.00 600.00
E 2 8.00 16.00
Total to collection 3 1,992.00
SUMMARY
collection 1 6,053.00
collection 2 8,109.50
collection 3 1,992.00
GHAMOUNT
FRENCH DRAIN (SOAKAWAY) 2 m x4 m x 2 m
M3
M3
M3
M2
Cover filt with imported top soil andcompact
M3
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8/7/2019 NEW BLOCK 7
18/19
Bill 2 To Collection 16,154.50
US$ 11,141.03
COST ESTIMATE
AT
AYANFURI
GH
CONSTRUCTION OF PROPOSED SEPTIC TANK, FRENCH
DRAIN AND 5NO INSPECTION CHAMBERS FOR 3BEB ROOM
HOUSE (5.0 m x 3.0 m x 3.6 m)
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8/7/2019 NEW BLOCK 7
19/19
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