PROPOSED JASMINE APARTMENTS ON PLOT 931, BLOCK 221, NAALYA
CONTRACT REF NO :
BIDDER
:
EMPLOYER
:
NHCC/WRKS/16/0002
NATIONAL HOUSING & CONSTRUCTION COMPANY LIMITED
VOL. 2
LABOUR BILLS OF QUANTITIES
LOT 2 (BLOCK B)
BUILDING WORKS AND ASSOCIATED MECHANICAL INSTALLATIONS
PREPARED BY:
Project Developtment Unit
NHCCL
P.O. Box 659
Tel: 041-4-330194
Kampala
PROPOSED JASMINE APARTMENTS ON PLOT 931, BLOCK 221, NAALYA
BLOCK B (22 UNITS)
ITEM
DESCRIPTION
UNIT
QTY
RATE (UGX) AMOUNT (UGX)
BILL NO.3
MEASURED WORKS(22-UNITS BLOCK)
ELEMENT NO. 1
Earth works and Excavations
A
Excavate ovesite 150mm deep to remove top vegetable soil and deposit in spoil
heaps around site as will be directed by the architect.
SM
4,312
B
Excavate to reduce levels not exceeding 1.5metres deep starting from reduced
level.
CM
4,097
C
Excavate trench for ground beams not exceeding 1.50m deep from reduced level.
CM
84
D
Trench excavation ditto
Ditto for Column pads.
Ditto for Lift shaft
CM
CM
CM
247
329
26
E
Extra over excavation for excavating in rock.
CM
10
F
Fill, ram and compact previously excavated material to make up levels in layers
not exceeding 300mm thick.
CM
31
G
Remove surplus excavated materials ,deposit in temporary soil heaps and dispose
off the unwanted materials out of site where necessary
CM
1,060
CM
367
ITEM
1
SM
537
ITEM
1
H
Murrum
Approved imported murram fill to make up ;level;well rolled and compacted to
95% MDD(AASHUTO) in layers not exceeding 150mm thick.
Disposal of water
I
Allow for keeping the whole of the excavations free from silt and water by
pumping, bailing or otherwise.
Anti-termite treatment
J
Allow for treating all surfaces of hard core with '' Tarmidoh'' or any other
approved anti-termite chemical in accordance with the manufacturer's printed
instructions.
Planking and Strutting
K
Allow for planking and strutting all faces of excavations to uphold and maintain
them.
L
TOTAL CARRIED TO COLLECTION
2/1/1
Page 31 of 101
PROPOSED JASMINE APARTMENTS ON PLOT 931, BLOCK 221, NAALYA
BLOCK B (22 UNITS)
ITEM
DESCRIPTION
UNIT
QTY
PLAIN CONCRETE GRADE 10 (20mm AGGREGATE)
50mm Thick blinding layer under ground beam foundations
SM
31
Ditto but under column bases
Ditto but to lift shaft base
SM
SM
165
13
RATE (UGX) AMOUNT (UGX)
CONCRETE WORK
All concrete works to be executed in accordance to structural engineers' details
and instructions
A
B
VIBRATED REINFORCED CONCRETE GRADE 25 (20MM AGGREGATE) IN:
C
Ground beams
CM
7
D
E
F
G
H
I
J
Column bases.
Lift shaft base
Stud columns.
Strip foundation
100mm thick floor bed.
150mm thick floor bed.
200mm Shear Wall concrete
Ditto but to lift shaft walls
STEEL REINFORCEMENT as described including cutting to length, bending,
hoisting and fixing and including all necessary tying wire and spacing blocks
CM
CM
CM
CM
SM
SM
SM
SM
86
8
5
37
537
SM
537
12,350
17
STEEL FABRIC REINFORCEMENT TO BS 4483 as described
K
No. A 142 Fabric Mesh reinforcement weighing 2.22 kg. per square meter fixed in
slab slaid with 300mm end, head and side laps.
HIGH YIELD RIBBED BARS, TYPE 2 TO BS 4449 - 2005 OF GRADE 460
L
25mm diameter bars.
KG
M
20mm diameter bars.
KG
N
16mm diameter bars.
KG
O
12mm diameter bars.
KG
P
MILD STEEL ROUND BARS TO BS 4449 OF GRADE 250
8mm diameter bars.
KG
Sawn timber form work to:
Q
Sides of column studs.
SM
38
R
S
T
U
SM
SM
SM
SM
LM
LM
150
70
V
W
Do. But sides of column bases
Sides of ground beam
Sides of Shear wall
Sides of lift shaft base and lift shaft walls
Edge of bed 100-225mm high.
Allow for forming opening within the slab for ducts and lift shaft walls
X
TOTAL CARRIED TO COLLECTION
43
129
31
2/1/2
Page 32 of 101
PROPOSED JASMINE APARTMENTS ON PLOT 931, BLOCK 221, NAALYA
BLOCK B (22 UNITS)
ITEM
DESCRIPTION
UNIT
QTY
SM
641
SM
472
LM
330
SM
537
RATE (UGX) AMOUNT (UGX)
PLINTH WALL BLOCK WORK
Solid Concrete block work to BS 2029 of compressive strength 7mpa bedded
and jointed in cement and sand (1:4) mortar with and including hoop iron ties
every alternate course in:
A
200mm thick wall in foundation.
Hardcore
B
150mm thick hardcore filling comprising of broken stones including 50mm thick
sand blinding.
Damp Proof Course
DAMP PROOF COURSE OF BITUMEN FELT TO B.S 743 Type 5A with 150mm
laps including cement and sand (1:3) levelling bed
C
230mm wide laid horizontally on walls with 150mm long end laps and full widths
at passing and angles.
DAMP PROOF MEMBRANE
E
1000gauge polythene dumpproof membrane laid leveled blinded hardcore.
TOTAL CARRIED TO COLLECTION
COLLECTION
F
From Page No. 2/1/1
G
From Page No. 2/1/2
H
From Page No. 2/1/3
I
TOTAL CARRIED TO SUMMARY
2/1/3
Page 33 of 101
PROPOSED JASMINE APARTMENTS ON PLOT 931, BLOCK 221, NAALYA
BLOCK B (22 UNITS)
ITEM
DESCRIPTION
UNIT
QTY
RATE (UGX) AMOUNT (UGX)
ELEMENT NO.2
R.C. SUPERSTRUCTURE (PROVISIONAL)
GROUND AND FIRST FLOOR
CONCRETE WORK
All concrete works to be executed in accordance to structural engineers' details
and instructions
VIBRATED REINFORCED CONCRETE CLASS 25 (20MM AGGREGATE) IN:
A
Beams and lintols.
CM
19
B
200mm Lift concrete
SM
34
C
Columns.
CM
9
D
200mm thick solid suspended slab.
SM
55
E
200 mm thick Suspended Slab bands
SM
0
F
175mm thick solid suspended slab.
SM
7
G
150mm thick solid suspended slab.
SM
84
H
200mm Shear Wall concrete
SM
I
200mm thick suspended hollow clay maxpan floor slab consisting of 300 x 300 x
150mm thick hollow port clay maxpans with keyed soffits laid at 450mm centres
including ribs 100mm wide and 50mm thick concrete topping.
SM
391
FORMWORK TO:
J
Sides and soffites of beams/lintols.
SM
188
K
Sides of columns.
SM
76
L
O
M
N
O
Soffites of suspended slab.
Sides of Shear wall
Edge of Slab 200-300mm high.
SM
SM
LM
LM
SM
537
P
TOTAL CARRIED TO COLLECTION
Allow for forming opening within the slab for ducts and lift shaft walls
Sides of Lift
128
62
67
2/2/1
Page 34 of 101
PROPOSED JASMINE APARTMENTS ON PLOT 931, BLOCK 221, NAALYA
BLOCK B (22 UNITS)
ITEM
DESCRIPTION
UNIT
QTY
RATE (UGX) AMOUNT (UGX)
STEEL REINFORCEMENT as described including cutting to length, bending,
hoisting and fixing and including all necessary tying wire and spacing blocks
HIGH YIELD RIBBED BARS, TYPE 2 TO BS 4449 - 2005 OF GRADE 460
A
20mm diameter bars.
KG
B
16mm diameter bars.
KG
C
12mm diameter bars.
KG
18,510
MILD STEEL ROUND BARS TO BS 4449 OF GRADE 250
D
KG
8mm ditto.
STEEL FABRIC REINFORCEMENT TO BS 4483 as described
E
No. A 142 Fabric Mesh reinforcement weighing 2.22 kg. per square meter fixed in
slab slaid with 300mm end, head and side laps.
SM
391
TOTAL CARRIED TO COLLECTION
COLLECTION
F
From Page No. 2/2/1
G
From Page No. 2/2/2
H
TOTAL FOR ONE FLOOR
X2
I
TOTAL CARRIED TO COLLECTION
2/2/2
Page 35 of 101
PROPOSED JASMINE APARTMENTS ON PLOT 931, BLOCK 221, NAALYA
BLOCK B (22 UNITS)
ITEM
DESCRIPTION
UNIT
QTY
RATE (UGX) AMOUNT (UGX)
R.C. SUPERSTRUCTURE (PROVISIONAL)
2ND FLOORS
CONCRETE WORK
All concrete works to be executed in accordance to structural engineers' details
and instructions
VIBRATED REINFORCED CONCRETE CLASS 25 (20MM AGGREGATE) IN:
A
Beams and lintols.
CM
19
B
200mm Lift concrete
SM
34
C
Columns.
CM
8
D
200mm thick solid suspended slab.
SM
55
E
200 mm thick Suspended Slab bands
SM
0
F
175mm thick solid suspended slab.
SM
7
G
150mm thick solid suspended slab.
SM
84
H
200mm Shear Wall concrete
SM
I
200mm thick suspended hollow clay maxpan floor slab consisting of 300 x 300 x
150mm thick hollow port clay maxpans with keyed soffits laid at 450mm centres
including ribs 100mm wide and 50mm thick concrete topping.
SM
391
FORMWORK TO:
J
Sides and soffites of beams/lintols.
SM
188
K
Sides of columns.
SM
76
L
N
Allow for forming opening within the slab for ducts and lift shaft walls
Sides of Lift
SM
SM
LM
LM
SM
537
M
Soffites of suspended slab.
Sides of Shear wall
Edge of Slab 200-300mm high.
O
TOTAL CARRIED TO COLLECTION
128
31
67
2/2/3
Page 36 of 101
PROPOSED JASMINE APARTMENTS ON PLOT 931, BLOCK 221, NAALYA
BLOCK B (22 UNITS)
ITEM
DESCRIPTION
UNIT
QTY
18,200
RATE (UGX) AMOUNT (UGX)
STEEL REINFORCEMENT as described including cutting to length, bending,
hoisting and fixing and including all necessary tying wire and spacing blocks
HIGH YIELD RIBBED BARS, TYPE 2 TO BS 4449 - 2005 OF GRADE 460
A
20mm diameter bars.
KG
B
16mm diameter bars.
KG
C
12mm diameter bars.
KG
MILD STEEL ROUND BARS TO BS 4449 OF GRADE 250
D
KG
8mm ditto.
STEEL FABRIC REINFORCEMENT TO BS 4483 as described
E
No. A 142 Fabric Mesh reinforcement weighing 2.22 kg. per square meter fixed in
slab slaid with 300mm end, head and side laps.
SM
391
TOTAL CARRIED TO COLLECTION
COLLECTION
F
From Page No. 2/2/3
G
From Page No. 2/2/4
H
TOTAL CARRIED TO COLLECTION
2/2/4
Page 37 of 101
PROPOSED JASMINE APARTMENTS ON PLOT 931, BLOCK 221, NAALYA
BLOCK B (22 UNITS)
ITEM
DESCRIPTION
UNIT
QTY
RATE (UGX) AMOUNT (UGX)
R.C. SUPERSTRUCTURE (PROVISIONAL)
THIRD FLOOR
CONCRETE WORK
All concrete works to be executed in accordance to structural engineers' details
and instructions
VIBRATED REINFORCED CONCRETE CLASS 25 (20MM AGGREGATE) IN:
A
Beams and lintols.
CM
19
B
200mm Lift concrete
SM
34
C
Columns.
CM
8
D
200mm thick solid suspended slab.
SM
55
E
200 mm thick Suspended Slab bands
SM
0
F
175mm thick solid suspended slab.
SM
7
G
150mm thick solid suspended slab.
SM
84
H
200mm Shear Wall concrete
SM
I
200mm thick suspended hollow clay maxpan floor slab consisting of 300 x 300 x
150mm thick hollow port clay maxpans with keyed soffits laid at 450mm centres
including ribs 100mm wide and 50mm thick concrete topping.
SM
391
FORMWORK TO:
J
Sides and soffites of beams/lintols.
SM
188
K
Sides of columns.
SM
76
L
N
Allow for forming opening within the slab for ducts and lift shaft walls
Sides of Lift
SM
SM
LM
LM
SM
537
M
Soffites of suspended slab.
Sides of Shear wall
Edge of Slab 200-300mm high.
O
TOTAL CARRIED TO COLLECTION
128
31
67
2/2/5
Page 38 of 101
PROPOSED JASMINE APARTMENTS ON PLOT 931, BLOCK 221, NAALYA
BLOCK B (22 UNITS)
ITEM
DESCRIPTION
UNIT
QTY
RATE (UGX) AMOUNT (UGX)
STEEL REINFORCEMENT as described including cutting to length, bending,
hoisting and fixing and including all necessary tying wire and spacing blocks
HIGH YIELD RIBBED BARS, TYPE 2 TO BS 4449 - 2005 OF GRADE 460
A
20mm diameter bars.
KG
B
16mm diameter bars.
KG
C
12mm diameter bars.
KG
18,200
MILD STEEL ROUND BARS TO BS 4449 OF GRADE 250
D
KG
8mm ditto.
STEEL FABRIC REINFORCEMENT TO BS 4483 as described
E
No. A 142 Fabric Mesh reinforcement weighing 2.22 kg. per square meter fixed in
slab slaid with 300mm end, head and side laps.
SM
391
TOTAL CARRIED TO COLLECTION
COLLECTION
F
From Page No. 2/2/5
G
From Page No. 2/2/6
H
TOTAL FOR ONE FLOOR
X1
I
TOTAL CARRIED TO COLLECTION
2/2/6
Page 39 of 101
PROPOSED JASMINE APARTMENTS ON PLOT 931, BLOCK 221, NAALYA
BLOCK B (22 UNITS)
ITEM
DESCRIPTION
UNIT
QTY
RATE (UGX) AMOUNT (UGX)
R.C. SUPERSTRUCTURE (PROVISIONAL)
FOURTH FLOOR
CONCRETE WORK
All concrete works to be executed in accordance to structural engineers' details
and instructions
VIBRATED REINFORCED CONCRETE CLASS 25 (20MM AGGREGATE) IN:
A
Beams and lintols.
CM
19
B
200mm Lift concrete
SM
34
C
Columns.
CM
8
D
200mm thick solid suspended slab.
SM
28
E
200 mm thick Suspended Slab bands
SM
0
F
175mm thick solid suspended slab.
SM
7
G
150mm thick solid suspended slab.
SM
277
H
200mm Shear Wall concrete
SM
I
200mm thick suspended hollow clay maxpan floor slab consisting of 300 x 300 x
150mm thick hollow port clay maxpans with keyed soffits laid at 450mm centres
including ribs 100mm wide and 50mm thick concrete topping.
SM
225
FORMWORK TO:
J
Sides and soffites of beams/lintols.
SM
188
K
Sides of columns.
SM
76
L
N
Allow for forming opening within the slab for ducts and lift shaft walls
Sides of Lift
SM
SM
LM
LM
SM
537
M
Soffites of suspended slab.
Sides of Shear wall
Edge of Slab 200-300mm high.
O
TOTAL CARRIED TO COLLECTION
128
31
67
2/2/7
Page 40 of 101
PROPOSED JASMINE APARTMENTS ON PLOT 931, BLOCK 221, NAALYA
BLOCK B (22 UNITS)
ITEM
DESCRIPTION
UNIT
QTY
17,160
RATE (UGX) AMOUNT (UGX)
STEEL REINFORCEMENT as described including cutting to length, bending,
hoisting and fixing and including all necessary tying wire and spacing blocks
HIGH YIELD RIBBED BARS, TYPE 2 TO BS 4449 - 2005 OF GRADE 460
A
20mm diameter bars.
KG
B
16mm diameter bars.
KG
C
12mm diameter bars.
KG
MILD STEEL ROUND BARS TO BS 4449 OF GRADE 250
D
KG
8mm ditto.
STEEL FABRIC REINFORCEMENT TO BS 4483 as described
E
No. A 142 Fabric Mesh reinforcement weighing 2.22 kg. per square meter fixed in
slab slaid with 300mm end, head and side laps.
SM
225
TOTAL CARRIED TO COLLECTION
COLLECTION
F
From Page No. 2/2/7
G
From Page No. 2/2/8
H
TOTAL CARRIED TO COLLECTION
2/2/8
Page 41 of 101
PROPOSED JASMINE APARTMENTS ON PLOT 931, BLOCK 221, NAALYA
BLOCK B (22 UNITS)
ITEM
DESCRIPTION
UNIT
QTY
RATE (UGX) AMOUNT (UGX)
R.C. SUPERSTRUCTURE (PROVISIONAL)
FIFTH FLOOR
CONCRETE WORK
All concrete works to be executed in accordance to structural engineers' details
and instructions
VIBRATED REINFORCED CONCRETE CLASS 25 (20MM AGGREGATE) IN:
A
B
C
Ring beams and lintols.
200mm Lift concrete
Columns.
CM
SM
CM
16
50
6
D
200mm thick solid suspended slab.
SM
0
E
175mm thick solid suspended slab.
SM
135
F
150mm thick solid suspended slab.
SM
0
G
100mm Gutter Concrete
SM
28
H
150mm Gutter Concrete
SM
22
200mm thick suspended hollow clay maxpan floor slab consisting of 300 x 300 x
150mm thick hollow port clay maxpans with keyed soffits laid at 450mm centres
including ribs 100mm wide and 50mm thick concrete topping.
SM
0
I
FORMWORK TO:
Sides and soffites of beams/lintols.
SM
147
J
Sides of columns.
SM
73
K
Soffites of suspended slab.
SM
135
L
M
N
Edge of Slab 200-300mm high.
Allow for forming opening within the slab for ducts and lift shaft walls
Sides of Lift
LM
LM
SM
55
12
100
O
Sides and soffites of concrete gutter
SM
85
6,710
STEEL REINFORCEMENT as described including cutting to length, bending,
hoisting and fixing and including all necessary tying wire and spacing blocks
P
HIGH YIELD RIBBED BARS, TYPE 2 TO BS 4449 - 2005 OF GRADE 460
20mm diameter bars.
KG
Q
16mm diameter bars.
KG
R
12mm diameter bars.
KG
S
MILD STEEL ROUND BARS TO BS 4449 OF GRADE OF GRADE 250
8mm ditto.
KG
T
TOTAL CARRIED TO COLLECTION
2/2/9
Page 42 of 101
PROPOSED JASMINE APARTMENTS ON PLOT 931, BLOCK 221, NAALYA
BLOCK B (22 UNITS)
ITEM
DESCRIPTION
UNIT
QTY
RATE (UGX) AMOUNT (UGX)
COLLECTION
A
GROUND AND FIRST FLOOR
B
2ND FLOORS
C
THIRD FLOOR
D
FOURTH FLOOR
E
FIFTH FLOOR
F
TOTAL CARRIED TO SUMMARY
2/2/10
Page 43 of 101
PROPOSED JASMINE APARTMENTS ON PLOT 931, BLOCK 221, NAALYA
BLOCK B (22 UNITS)
ITEM
DESCRIPTION
UNIT
QTY
RATE (UGX) AMOUNT (UGX)
ELEMENT NO 3
WALLING
GROUND, 1ST, 2ND,3RD AND 4TH FLOOR
BRICK WORK
Solid Concrete block work to BS 2029 of compressive strength 7mpa bedded
and jointed in cement and sand (1:4) mortar with and including hoop iron ties
every alternate course in:
A
200mm thick walling.
SM
588
B
150mm ditto.
SM
259
C
TOTAL FOR ONE FLOOR
x5
D
TOTAL FOR FIVE FLOORS TO COLLECTION
2/3/1
Page 44 of 101
PROPOSED JASMINE APARTMENTS ON PLOT 931, BLOCK 221, NAALYA
BLOCK B (22 UNITS)
ITEM
DESCRIPTION
UNIT
QTY
RATE (UGX) AMOUNT (UGX)
WALLING
FIFTH FLOOR
BRICK WORK
Solid Concrete block work to BS 2029 of compressive strength 7mpa bedded
and jointed in cement and sand (1:4) mortar with and including hoop iron ties
every alternate course in:
A
200mm thick walling.
SM
451
B
150mm ditto.
SM
136
Kg
451
Sundries
C
8mm round bar cast into ring beam concrete to hold wall plate on eave filling
brick work,spacing at 1000mm C/C
D
TOTAL CARRIED TO COLLECTION
COLLECTION
E
GROUND, 1ST, 2ND,3RD AND 4TH FLOOR
F
FIFTH FLOOR
G
TOTAL CARRIED TO SUMMARY
2/3/2
Page 45 of 101
PROPOSED JASMINE APARTMENTS ON PLOT 931, BLOCK 221, NAALYA
BLOCK B (22 UNITS)
ITEM
DESCRIPTION
UNIT
QTY
RATE (UGX) AMOUNT (UGX)
ELEMENT NO. 4
STAIRS (PROVISIONAL)
CONCRETE WORK
All concrete works to be executed in accordance to structural engineers' details
and instructions
VIBRATED REINFORCED CONCRETE CLASS 25 (20MM Aggregate) IN: A
Steps,risers,stringer halflanding beams
CM
12
B
150mm thick suspended half landing and full landings
SM
126
KG
KG
3,699
S.M
S.M
S.M
LM
LM
146
40
9
15
130
S.M
146
LM
LM
LM
117
33
130
STEEL REINFORCEMENT as described including cutting to length, bending,
hoisting and fixing and including all necessary tying wire and spacing blocks
C
D
E
F
G
H
I
J
K
L
HIGH YIELD RIBBED BARS, TYPE 2 TO BS 4449 - 2005 OF GRADE 460
12mm diameter bar.
10mm ditto of grade 250
FORMWORK to: Horizontal soffittes of half landing and full landings
Slopping soffittes of stairs.
Sides of half landing beams
Edge of half landing and Landing over 100-200mm girth.
Edge of risers 150mm high.
FLOOR FINISHES
Cement and sand (1:3)
20mm thick backing paving to half landing and full landing to receive ceramic
tiles(m/s).
Ditto to treads 280mm wide.
Ditto to strings 150mm wide.
19mm thick paving to risers 150mm high.
Cement and sand (1:5)
M
20mm thick plaster to horizontal soffittes of landing and half landings
SM
142
N
Ditto to sloping soffitte of stairs.
SM
40
O
Ditto to Sides of half landing beams
SM
9
SM
146
LM
117
LM
LM
LM
LM
130
33
190
14
LM
55
300 x 300 x 10mm thick Approved NON-SLIP CERAMIC Floor Tiles ; bedded
and jointed with approved water proof adhesive in straight continuous joints
not exceeding 2mm thick in both directions on screed (M.S); flush pointed in
water proofed coloured grout as described in:
P
Q
R
S
T
U
Half Landing and full landing(m/s)
Treads; 300mm wide nosing tiles including three rows 5mm x 5mm deep anti-slip
grooves
Ditto to risers 150mm high.
Ditto to strings 150mm wide.
10mm thick x 100mm high skirting.
Upstand coping 150mm wide
Balstrade.
V
Allow for fabricating and fixing staicase balstrades as per approved design to be
provided by the Architect.
TOTAL CARRIED TO SUMMARY
2/4/1
Page 46 of 101
PROPOSED JASMINE APARTMENTS ON PLOT 931, BLOCK 221, NAALYA
BLOCK B (22 UNITS)
ITEM
DESCRIPTION
UNIT
QTY
RATE (UGX) AMOUNT (UGX)
ELEMENT NO. 5
ROOF CONSTRUCTION AND COVERINGS
A
B
Pressure impregnated sawn 'cypress' timber.
100 x 75mm wall plate.
100 x 50mm purlins.
LM
LM
94
269
C
150 x 50mm tie beam.
LM
137
D
150 x 50mm rafters.
LM
138
E
100 x 50mm struts/ties.
LM
145
F
150 x 50mm valley rafters.
LM
G
150 x 50mm Ridges
LM
H
230 x 25mm fascia/badge boards.
LM
166
238
COVERINGS
Tile-Profile Roof Coverings
I
Gauge 26 Prepainted Galvanised tile profile sheet at 10 degrees from horizontal,
fixed onto 50mm x 100mm purlins at 900mm centre to centre spacing as
manufactured by Roofings Ltd or equivalent to achitect's details and approval.
SM
J
700mm wide gauge 28 galvanised valley gutters.
LM
K
Ridge capping and hip covering
LM
WATERPROOFING to Architect's detailed drawing
WATER PROOF CEMENT SAND SCREED (1:3) finished to receive waterproofing
membrane
L
M
N
O
25mm Thick to flat roofs; laid to falls
Ditto but backing to rain water gutter
100 x 10mm skirting
Extra over outlet to suit 110mm diameter pipe.
SM
SM
LM
NO
373
50
149
10
TWO LAYERS 4mm thick (each) EPDM APP modified water proofing membrane,
reinforced with polyester, fully bonded and torch applied onto solvent base primer
conforming to ASTMD- 41 applied in accordance with manufacturers instructions; to
P
Q
R
Flat roofs
Ditto but backing to rain water gutter
100 x 10mm skirting
SM
SM
LM
373
50
149
S
Extra over outlet to suit 110mm diameter pipe.
NO
10
SM
LM
373
149
300 x 300 x 25mm thick Approved Interlocking Concrete Tiles; bedded and jointed with
approved adhesive and placed onto a water proof cement sand mortar (1:3) (M.S) in straight
continuous joints not exceeding 2mm thick in both directions, flush pointed in water
proofed coloured grout as described in:
T
U
Flat roofs
150mm to edges of parapet walls
V
TOTAL CARRIED TO SUMMARY
2/5/1
Page 47 of 101
PROPOSED JASMINE APARTMENTS ON PLOT 931, BLOCK 221, NAALYA
BLOCK B (22 UNITS)
ITEM
DESCRIPTION
UNIT
QTY
S.M
100
RATE (UGX) AMOUNT (UGX)
RAIN WATER GOODS
Cement and sand (1:4)
A
15mm thick pricking motar on expanded metal lathe(m/s).
Rain water goods
B
112mm Diameter half round UPVC rain water gutter secured to timber fascia
board with and including screwed metal brackets at 900mm centres
LM
119
C
Extra over 112mm UPVC gutter conector.
NO
22
D
Ditto for stopped end.
NO
4
E
Extra over 112mm UPVC gutter for universal angle
NO
4
F
Valley Boxes
NO
8
G
80mm Diameter UPVC down pipe secured to blockwall and jointed with
approved compound.
LM
216
H
Extra over 80mm down pipe for 90deg. bend.
NO
16
I
Ditto 45deg. anti splash.
NO
32
TOTAL CARRIED TO COLLECTION
COLLECTION
J
From Page No. 2/5/1
K
From Page No. 2/5/2
L
TOTAL FOR ONE BLOCK
M
TOTAL CARRIED TO SUMMARY
2/5/2
Page 48 of 101
PROPOSED JASMINE APARTMENTS ON PLOT 931, BLOCK 221, NAALYA
BLOCK B (22 UNITS)
ITEM
DESCRIPTION
UNIT
QTY
RATE (UGX) AMOUNT (UGX)
ELEMENT NO. 6
ALUMINUM WINDOWS
Prices for aluminium windows shall be deemed to be inclusive of the
following: 80x40x2mm thick Aluminium frame, Heavy duty brown anodized
aluminium composite sections: 2mm thick for both sliding, top hung and fixed
panel. Hinges and custom fabricated pull handles and all ironmongery 5mm
The Tenderer is required to study the Archietct's window schedules and details
carefully and seek clarification before pricing the bill
A
B
C
D
E
F
G
H
Window size (W2a-Bedroom 1 and 2) 1800 x 1500mm aluminium frame side hung
window,complete with window stays and fasteners to detail, 5mm clear sheet
glazing,300mm deep funlight compricing of alluminum louvre blades with
mosquitosize
gauze
fixed internally
as per1500
the achitectural
drawing frame side hung
Window
(W3a-Master
Bedroom)
x 1500mm aluminium
No
0
No
0
No
0
frame top hung window,complete with window stays and fasteners to detail,
5mm frosted sheet glazing,300mm deep funlight compricing of alluminum louvre
blades with mosquito gauze fixed internally
Window size (W6a-Maid's Room ) 1000 x 1200mm aluminium frame side hung
window,complete with window stays and fasteners to detail, 5mm clear sheet
glazing,300mm deep funlight compricing of alluminum louvre blades with
Top hang Aluminum window (W7a-Master Bedroom) size 600 x 2100mm
aluminium frame top hung window,complete with window stays and fasteners to
detail, 5mm clear sheet glazing at middle pane and 5mm frosted sheet glazing at
bottom pane ,300mm deep funlight compricing of alluminum louvre blades with
mosquito
gauze fixed internally
Work
to reveals
No
0
No
0
No
0
12mm thick cement lime plaster to reveals.
SM
203
LM
228
SM
203
window,complete with window stays and fasteners to detail, 5mm clear sheet
glazing,300mm deep funlight compricing of alluminum louvre blades with
mosquito gauze fixed internally as per the achitectural drawing
Window size (W4a-kitchen ) 1200 x 1300mm aluminium frame side hung
window,complete with window stays and fasteners to detail, 5mm clear sheet
glazing,300mm deep funlight compricing of alluminum louvre blades with
mosquito
fixed window
internally
Top
hang gauze
Aluminum
(W5a-Bathrooms) size 800 x 900mm aluminium
Concrete grade 25 as described
285 x 75mm sunk, weathered and throated window cills finished fair on all
exposed surfaces reinforced with 4 No. 10mm diameter bars including all the
necessary formwork (96No.).
Painting
Prepare and apply one coat undercoat and two coats of first grade matt plastic
emulsion paint to:
I
Plastered wall surfaces of reveals.
J
TOTAL CARRIED TO SUMMARY
2/6/1
Page 49 of 101
PROPOSED JASMINE APARTMENTS ON PLOT 931, BLOCK 221, NAALYA
BLOCK B (22 UNITS)
ITEM
DESCRIPTION
UNIT
QTY
RATE (UGX) AMOUNT (UGX)
ELEMENT NO. 7
DOORS
WROT MAHOGANY FRAMES AND LININGS selected, treated and kept clean; to
Architect's detailed drawing
A
250mm x 45mm thick once rebated door frame plugged to wall.
LM
0
B
200mm x 50mm ditto.
LM
0
C
250mm x 50mm mullion.
LM
0
D
200mm x 50mm mullion. ditto.
LM
0
E
50mm x 20mm architraves sprayed using mahogany stains and varnish
respectively
LM
0
NO
0
TIMBER DOORS
45mm THICK PANELLED DOOR , to Architect's detail drawings
F
Door:Timber: 45mm Thick framed solid panelled mahogany door D2t overall size
810x 2050mm, comprising of Two panels with 38mm Thick hardwood panels,
150x50mm grooved stiles; 150x50mm top bottom and middle rails as per
architects detailed drawing
45mm THICK SOLID CORED FLUSH DOORS faced both sides with internal quality
mahogany veneer with hardwood edge lipping all round,all to Architect's detail drawings
G
Door:Timber: 45mm thick solid core flush door D3t overall size 760x 2055mm
High single leaf shutter, with mahogany veener facing on both sides and leaping
painted with three coats of polyutherane clear varnish as per architects detailed
NO
0
H
45mm thick Hardwood mahogany veneered internal quality solid core flush
door(D4t) size 860x 2055mm high faced both sides with 3mm ply wood on both
sides and all edges lipped with a timber lipping as per the architectural details.
NO
0
I
Aluminium casement sliding door complete with 300mm high permanent vent
with glazing ,complete with mosquito sliding net 5mm clear glazing in
putty/beading and all locking ironmongery size 2500x2400mm overall high
(D1a)(Entrance to front Balcony)
NO
0
J
Aluminium casement side hung Door D2a size 1200 x 2400mm high (overall)
comprising of 2no. Equal side hung shutter size 520 x 2050mm and top fixed pvo
size 1500 x 300mm high including all iron mongery(Master Bed room balcony)
NO
0
K
TOTAL CARRIED TO COLLECTION
ALUMINIUM DOORS
Supplying and Fixing aluminium metal doors shall be carried out by an
approved sub-contractor
PURPOSE MADE DOORS : POWDER COATED ALUMINIUM SECTION FOR
SINGLE GLAZING, glazing beads and wash leather strips: with and including
5mm laminated clear glass and glazing : framing to detail AND ALL IRON
MONGERY AND ACCESSORIES; as per Architect' Drawings
2/7/1
Page 50 of 101
PROPOSED JASMINE APARTMENTS ON PLOT 931, BLOCK 221, NAALYA
BLOCK B (22 UNITS)
ITEM
DESCRIPTION
UNIT
QTY
NO.
0
NO.
0
RATE (UGX) AMOUNT (UGX)
Steel Casement Doors
A
B
Purpose made Doors: Standard Steel Grille door comprising of: 80 x 40 x 1.5mm
RHS door frame; 40 x 40 x 4mm RHS framing and transomes; 25 x 25 x 3mm
RSA vertical members at 125mm centers; 5mm steel plates complete with and
including all iron-mongery and accessories; one coat red oxide primer and two
coats finishing coat; all to Architect's detailed drawing
Door D2s size 1500 x 2400mm high (overall) comprising of 2no. Equal side hung
grilles size 710 x 2100mm, with 300mm high top fixed louvre vent and 5mm thick
steel bottom plate 855 x935mm complete with all Iron mongery and locking
Door D3s size 900 x 2400mm high (overall) comprising of 1no. side hung door size
820 x 2050mm with 2 no. equal fixed lights, 300mm high top fixed vent and 5mm
thick steel bottom plate 660 x885mm complete with all Iron mongery and locking
devices per architect's details
Glazing
5mm thick ordinary quality sheet glass and glazing to metal with and including
metal casement putty
C
In clear panes over 0.10 square metres but not exceeding 1.00 square metres.
SM
0
D
5mm thick frost glass pane in permanent door vent size 250mm 900mm wide
fixed with and including timber beads to door frame.
SM
0
SM
88
Work to reveals
E
12mm thick internal lime plaster to door jumbs.
Iron Mongery
Supply and fix the following iron mongery complete with matching screws:
F
100mm long pressed brass butt hinges.
PRS
0
G
Three lever mortice sash lock complete with matching handles and all necesarry
accesories.
NO.
0
H
Two lever mortice sash lock complete with matching handles and all necesarry
accesories.
NO.
0
I
25mm diameter rubber door stop plugged and screwed to concrete floor.
NO.
0
J
TOTAL CARRIED TO COLLECTION
2/7/2
Page 51 of 101
PROPOSED JASMINE APARTMENTS ON PLOT 931, BLOCK 221, NAALYA
BLOCK B (22 UNITS)
ITEM
DESCRIPTION
UNIT
QTY
RATE (UGX) AMOUNT (UGX)
Varnishing.
Prepare and apply three coats of polyurethane clear wood varnish to:
A
Timber surfaces exceeding 200 but not exceeding 300mm girth.
LM
0
B
Timber surfaces exceeding not exceeding 100mm girth.
LM
0
C
General timber door surfaces.
S.M
0
S.M
88
Prepare and apply one coat under coat and two coats of final paint to:
D
Plastered wall surfaces of door jumbs.
TOTAL CARRIED TO COLLECTION
COLLECTION.
E
From Page No. 2/7/1
F
From Page No. 2/7/2
G
From Page No. 2/7/3
H
TOTAL FOR ONE BLOCK
I
TOTAL CARRIED TO SUMMARY
2/7/3
Page 52 of 101
PROPOSED JASMINE APARTMENTS ON PLOT 931, BLOCK 221, NAALYA
BLOCK B (22 UNITS)
ITEM
DESCRIPTION
UNIT
QTY
S.M
7096
S.M
902
S.M
851
S.M
51
SM
222
NO.
2
RATE (UGX) AMOUNT (UGX)
ELEMENT NO. 8
INTERNAL FINISHES
WALLS
Cement, lime and sand (1:2:9) plaster steel trowelled hard and smooth.
A
20mm thick to wall.
Cement and Sand (1:4)
B
C
D
20mm thick backing to receive ceramic glazed wall tiles (M/S).
Wall Tiling
300 x 200 x 8mm thick coloured glazed Bath room wall tiles fixed to prepared
backing (M/S) with and including adhesive cement, including pointing all joints
300 x 200 x 8mm thick coloured glazed Kitchen wall tiles fixed to prepared
backing (M/S) with and including adhesive cement, including pointing all joints
CEILING
E
Metal Lath Plaster Ceiling comprising : 100 x 50mm sawn soft wood framing
ceiling joist at 500mm centers and 75 x 50mm brandering at 500mm
centers,supported to the roof trusses and timber framings well jointed with hoop
iron where necessary : metal wire lathing nailed onto framework : 25mm thick
Ceiling Access door
F
600x600mm Ceiling access door with 25mm thick block board shutter and timber
framing around opening complete with locking accessories
G
TOTAL CARRIED TO COLLECTION
2/8/1
Page 53 of 101
PROPOSED JASMINE APARTMENTS ON PLOT 931, BLOCK 221, NAALYA
BLOCK B (22 UNITS)
ITEM
DESCRIPTION
UNIT
QTY
S.M
2405
RATE (UGX) AMOUNT (UGX)
Cement and Sand (1:4)
A
20mm thick to horizontal soffites.
FLOOR FINISHES
Cement and Sand (1:3) in:-
B
30mm thick backing finished with a wooden float to receive ceramic tiles(M/S).
S.M
0
C
100mm high skirting.
LM
1656
Ceramic tilling.
D
400 x 400 x 10mm thick approved Ceramic floor tiles bedded and jointed in
backing(m/s) laid using approved cement adhesive,spacers and well grouted with
approved colour grout to project managers' satifaction
SM
1786
E
100 x10mm tile skirting
LM
1100
Non-Slip Ceramic tilling.
F
300 x 300 x 10mm thick approved Non-Slip Ceramic floor tiles bedded and
jointed in backing(m/s) laid using approved cement adhesive,spacers and well
grouted with approved colour grout to project managers' satifaction
SM
699
G
100 x10mm tile skirting
LM
556
Painting
Prepare and apply one coat undercoat and three coats of first grade plastic
emulsion paint to:
H
Plastered ceiling soffite with ceiling white.
S.M
2627
I
Plastered walls.
S.M
7096
TOTAL CARRIED TO COLLECTION
COLLECTION
J
From Page No. 2/8/1
K
From Page No. 2/8/2
L
TOTAL FOR ONE BLOCK
M
TOTAL CARRIED TO SUMMARY
2/8/2
Page 54 of 101
PROPOSED JASMINE APARTMENTS ON PLOT 931, BLOCK 221, NAALYA
BLOCK B (22 UNITS)
ITEM
DESCRIPTION
UNIT
QTY
20mm thick rendering finished smooth with a wooden float to receive bituminous
paint(M/S).
S.M
96
S.M
96
RATE (UGX) AMOUNT (UGX)
ELEMENT NO. 9
EXTERNAL FINISHES
Plinth wall finish
Cement and sand (1:4)
A
Painting
Prepare and apply two coat of bituminous oil paint to:
B
Smooth rendered wall surfaces in plinth.
Splash Apron
Storm Drain
C
1000gauge polythene dumpproof membrane laid under oversite concrete floor
slab.
SM
77
D
375mm Wide x 300mm deep (internal) drainage channel comprising : 75mm Thick
reinforced concrete Class 20 base : 100mm Thick brickwork on both sides :
600x600x50mm thick precast concrete slotted slabs covering thestorm water
channel : including excavation, disposal and formwork as per architect's detailed
drawing.
LM
128
E
20mm Thick cement sand (1:3) plaster to both sides of internal drains
SM
96
F
20mm Thick cement sand (1:3) haunch to bottom of internal drains
SM
48
G
20mm Thick cement sand (1:4) render to splash apron Brick work
SM
48
H
TOTAL CARRIED TO COLLECTION
2/9/1
Page 55 of 101
PROPOSED JASMINE APARTMENTS ON PLOT 931, BLOCK 221, NAALYA
BLOCK B (22 UNITS)
ITEM
DESCRIPTION
UNIT
QTY
20mm thick rendering finished smooth with a wooden float to receive paint(M/S).
S.M
2012
NO
44
LM
0
S.M
2012
LM
166
RATE (UGX) AMOUNT (UGX)
Wall Finishes
Cement and sand (1:5)
A
Duct
B
Door size 650x 1500mm to cover service duct as per the architect's details
Balstrade.
C
Allow for fabricating and fixing 900mm high verandah balstrades including one
coats primer and two coats gloss oil paint either sides: to Architect's detailed
drawing.
Painting
Prepare and apply one coat undercoat and three coats of first grade exterior
quality plastic emulsion paint to:
D
Smooth rendered wall surfaces.
Prepare and apply one under coat and two coats of first grade gloss oil paint to:
E
Timber surfaces of fascia over 200 but not exceeding 300mm girth.
TOTAL CARRIED TO COLLECTION
CO L L E C T I O N
F
From Page No. 2/9/1
G
From Page No. 2/9/2
H
TOTAL FOR ONE BLOCK
I
TOTAL CARRIED TO SUMMARY
2/9/2
Page 56 of 101
PROPOSED JASMINE APARTMENTS ON PLOT 931, BLOCK 221, NAALYA
BLOCK B (22 UNITS)
ITEM
DESCRIPTION
UNIT
QTY
RATE (UGX) AMOUNT (UGX)
ELEMENT NO. 10
JOINERY FITTINGS
Cupboards
SUPPLY AND FIX Low level cupboards comprising of: 100mm thick concrete
class 20 benching with 20mm thick hardwood block board finish;100mm thick
reinforced concrete worktop complete with 600x600x10mm thick porcelain tiles
on top and fascia, 12mm thick painted plaster to soffittes; 25mm thick
hardwood lipped blockboard shelves with 25 x 25mm hardwood bearers; 25mm
thick x 750mm high hardwood shutters; iron mongery and accessories; all
painting and decorations; to architect's detailed drawing : in
A
75mm Plain in-situ concrete grade 20 in platform
S.M
46
B
Low-level kitchen cupboards size 600mm deep x 900mm high as architect's details
LM
0
LM
0
D
SUPPLY AND FIX Wardrobes comprising of: 25mm thick MDF board shutters,
partitions, shelves and drawers; chrome plated shoe racks, rails and handles;
iron mongery and accessories, painting and decorations; in accordance with
75mm Plain in-situ concrete grade 20 in platform
S.M
56
E
Master bed room Wardrobe Size1800 x 600mm deep x 2800mm high
LM
0
F
Bed room 1 and 2 Wardrobe Size1200 x 600mm deep x 2800mm high
LM
0
G
TOTAL CARRIED TO SUMMARY
SUPPLY AND FIX high level shelves and cabinet comprising of: 25mm thick
wrot hardwood shelves 25mm thick x 300mm x 600mm high cabinet shutters;
wrot hardwood bearers and fixing brackets; all iron mongery and accessories;
C
High level cupboards size 300mm deep x 600mm high as per architect's details
Wardrobes
2/10/1
Page 57 of 101
PROPOSED JASMINE APARTMENTS ON PLOT 931, BLOCK 221, NAALYA
BLOCK B (22 UNITS)
THREE-FOUR BED ROOM DOUBLE BLOCK B SUMMARY
ITEM
1
PAGE.
NO
DESCRIPTION
ELEMENT NO. 1 SUB-STRUCTURE
2/1/3
2
"
NO. 2 R.C. SUPERSTRUCTURE
2/2/10
3
"
NO. 3 WALLING
2/3/2
4
"
NO. 4 STAIRS
2/4/1
5
"
NO. 5 ROOF
2/5/2
6
"
NO. 6 WINDOWS
2/6/1
7
"
NO. 7 DOORS
2/7/3
8
"
NO. 8 INTERNAL FINISHES
2/8/2
9
"
NO. 9 EXTERNAL FINISHES
2/8/2
10
"
NO. 10 JOINERY FITTINGS
2/10/1
11
"
NO. 11 INTERNAL ELECTRICAL INSTALLATION
12
"
NO. 12 INTERNAL MECHANICAL INSTALLATION
13
SUB-TOTAL 1
14
ADD: 10% CONTINGENCIES
15
SUB-TOTAL 2
16
ADD: 18% V.A.T
13
TOTAL FOR 22 APARTMENT BLOCK
REVISED
AMOUNT(UGX)
3/S
Page 58 of 101