PROPOSED ADMINISTRATION BLOCK IN KIKOPEY SECONDARY SCHOOL
ITEM
QTY UNIT RATE
DESCRIPTION
SHS.
ELEMENT NO. 1
EARTH WORKS & SUBSTRUCTURE [ALL
PROVISIONAL]
The works in this section includes all work up to and
including ground floor slab :Excavation / Earth works
A.
Clear the site of all bushes, shrubs, undergrowth, grab up
roots and burn the arisings. (Entire site)
300
SM
50
15,000
B.
Mass Excavation to reduce levels not exceeding 1.50 M
deep from striped level load and cart away to a site
authorised by the Local Authority.
150
CM
250
37,500
Excavate for trenches to receive foundations starting
from reduced level as described:C.
Depths not exceeding 1.50 M from the reduced level
79
CM
250
19,750
D
Depths exceeding 1.5 M not exceeding 3.0 M from the
reduced level
28
CM
300
8,400
Excavate pits to receive isolated column bases starting
from reduced level as described:-.
E
Depths not exceeding 1.50 M from the reduced level
11
CM
250
2,750
F
Depths exceeding 1.5 M not exceeding 3.0 M from the
reduced level
12
CM
300
3,600
Extra over all kinds of excavations irrespective of
depth for :G
Excavating in Hard rock
5
CM
2,000
10,000
H
Load cut away and spread extra excavation material on
sited as directected by the Architect.
15
CM
250
3,750
I
Return, fill in and ram well selected excavated materials to
make up levels around wall foundations.
403
CM
150
60,450
161,200
Total carried to collection
AB/1
PROPOSED ADMINISTRATION BLOCK IN KIKOPEY SECONDARY SCHOOL
ITEM
QTY UNIT RATE
DESCRIPTION
SHS.
Wall:A
200 mm rough dressed natural stone wall in cement : sand
mortar (1:3).
139
SM
1,200
166,800
Ditto curved to any radius
23
SM
1,300
29,900
Filling
B
Approved hardcore filling well compacted in layers not
exceeding 150 mm thick.
90
CM
1,050
94,500
C
50 mm thick murram or other equal and approved blinding
material to surface of hardcore (m.s.).
285
SM
50
14,250
D
"Gladiator" or other equal and approved anti-termite
insecticide to hardcore surface applied in accordance with
Manufacturer's written instructions.
115
SM
200
23,000
Plain concrete ( 1:4:8 ) as described in :E
50 mm thick under strip foundation
13
SM
350
4,550
F
Ditto but under column bases
5
SM
350
1,750
Reinforced concrete 1:2:4 as described in :G
Foundations
23
CM 10,500
241,500
H
Column bases
13
CM 10,500
136,500
I
Columns
5
CM 10,500
52,500
J
Extra over concrete works for thicknessing
5
CM 10,500
52,500
K
150 mm ground floor slab
300
SM
1,575
472,500
L
100 mm thick mass concrete to receive Patterned Terrazzo
tiles
112
SM
300
33,600
1,323,850
Total carried to collection
AB/2
PROPOSED ADMINISTRATION BLOCK IN KIKOPEY SECONDARY SCHOOL
ITEM
DESCRIPTION
Sawn formwork as described to :-
QTY UNIT RATE
SHS.
A
Sides of strip foundations 150 mm - 300 mm girth
203
LM
120
24,360
B
Sides of column bases
48
SM
400
19,200
C
Vertical sides of column
20
SM
400
8,000
D
Edges of slab 75 mm - 150 mm girth
85
LM
80
6,800
E
Ditto but curved
15
LM
100
1,500
High Tensile Reinforcement Bars to B. S. 4461
including cutting, bending and all necessary spacer
blocks : (Provisional ) :F
Assorted bars
5780
KG
120
693,600
G
B. R. C. A 142 mesh reinforcement to Engineers
specification
300
SM
250
75,000
H
500 gauge polythene damp proof membrane
300
SM
150
45,000
Plunking and strutting :I
Allow for plunking and strutting to sides of all excavation
to keep excavation free from all fallen materials.
ITEM
20,000
ITEM
20,000
Water disposal
J
Allow for keeping all excavation clear of surface and all
running water.
Plinth finishes
K
12 mm thick cement : sand (1:3) plaster to plinth
85
SM
300
25,500
L
Three coats of bituminuos paint to plinth surfaces.
85
SM
250
21,250
Pavings
M
Compact ground to receive well graded ballast
89
SM
150
13,350
N
Graded ballast Paving to Architects Approval
89
SM
1,250
111,250
1,084,810
Total carried to collection
AB/3
PROPOSED ADMINISTRATION BLOCK IN KIKOPEY SECONDARY SCHOOL
ITEM
DESCRIPTION
A Patterned Terrazzo tiles to Architects Approval
QTY UNIT RATE
97
SM
2,400
SHS.
232,800
Total carried to collection
232,800
COLLECTION
Carried forward from page RD/1
161,200
Carried forward from page RD/2
1,323,850
Carried forward from page RD/3
1,084,810
232,800
Brought down from page RD/4
Total of Substructure carried to Summary
ELEMENT NO. 2
AB/4
2,802,660
PROPOSED ADMINISTRATION BLOCK IN KIKOPEY SECONDARY SCHOOL
ITEM
DESCRIPTION
R. C. SUPERSTRUCTURE :Reinforced Concrete ( 1:2:4 ) as described to :-
QTY UNIT RATE
SHS.
A.
Ring beams and Arches.
15
CM 10,500
157,500
B.
Columns
5
CM 10,500
52,500
C.
150 mm thick suspended slab
D.
300
SM
1,575
472,500
Ditto to staircase landing
6
SM
1,575
9,450
E.
Staircase
3
CM 10,500
31,500
E.
Steps
3
CM 10,500
31,500
F
100 mm thick worktop slab including all necessary
reinforcement
5
SM
1,050
5,250
5238
KG
110
576,180
High Tensile Reinforcement Bars to B. S. 4461
including cutting, bending and all necessary spacer
blocks : ( Provisional ) :G
Assorted steel
Sawn formwork as described to :-
H
Columns
57
SM
400
22,800
I
Sides and soffits of beams
101
SM
400
40,400
J
Formwork to soffit of suspended slab
300
SM
400
120,000
K
Edges of suspended slab 75 mm - 150 mm girth
43
LM
80
3,440
L
Ditto but curved
15
LM
100
1,500
M
Sloping soffit of staircase
8
SM
400
3,200
N
Edges of risers 75 - 150 mm girth
48
LM
80
3,840
O
Soffites of landing
8
SM
400
3,200
P
Arch 150 - 225 mm
36
LM
250
9,000
Total Superstructure carried Summary
ELEMENT NO. 3
WALLING
AB/5
1,543,760
PROPOSED ADMINISTRATION BLOCK IN KIKOPEY SECONDARY SCHOOL
ITEM
DESCRIPTION
Smooth dressed and approved natural walling in
Cement : sand ( 1:3 ) mortar to Architects details :-
QTY UNIT RATE
SHS.
A.
200 mm thick external walling
408
SM
1,200
489,600
B.
Ditto curved to any radius
58
SM
1,300
75,400
C
Ditto but to planter plastered on the outside and water
proofed with an approved water proof cement on the
inside
12
SM
2,700
32,400
D
Extra over for filling the planter with approved soil mixed
with manure
11
CM
700
7,700
E
Cement: Sand (1:3) Morter to receive Random rubble
cladding
103
SM
300
30,900
F
Random rubble cladding to Architects approval
103
SM
1,700
175,100
G
Approved 200 mm wide damp proof course laid to
breaking joints with 150 mm laps in cement : sand (1:3)
mortar.
83
LM
200
16,600
Machine cut stone as described:H
200 mm thick internal walling
171
SM
1,200
205,200
I
Ditto but 150 mm thick ditto
27
SM
1,200
32,400
J
Approved 200 mm wide damp proof course laid to
breaking joints with 150 mm laps in cement : sand (1:3)
mortar.
33
LM
200
6,600
K
Ditto but 150 mm thick ditto
8
LM
100
800
L
Ditto in chimney stack and breast
25
cm
1200
30,000
M
Random rubble cladding to Architects approval
40
SM
1,700
68,000
N
700 x 700 mm precast concrete coping on chimney
1
NO
4,500
4,500
O
Ditto but 600 x 600 mm
1
NO
4,000
4,000
Total for Walling carried to Summary
ELEMENT NO. 4
WINDOWS
AB/6
1,179,200
PROPOSED ADMINISTRATION BLOCK IN KIKOPEY SECONDARY SCHOOL
ITEM
QTY UNIT RATE
DESCRIPTION
Standard steel casement windows divided into small
equal panes average 250 x 200 mm panes complete
with 16 mm square burglar proofing bars neatly
welded behind the panes and in the same pattern as
the panes including heavy duty brass closers and stay,
20 mm fixing lugs and one coat red oxide primer all as
per Architect's details :-
SHS.
A
Window size 2000 x 1500 mm
5
NO
24,560
122,800
B
Window size 2000 x 1500 mm
5
NO
24,560
122,800
C
Window size 1000 x 1500 mm
2
NO
15,245
30,490
D
Window size 1000 x 1500 mm
1
NO
15,245
15,245
E
Window size 1500 x 1500 mm
4
NO
18,745
74,980
F
Window size 1500 x 1500 mm
4
NO
18,745
74,980
G
Window size 2300 x 1500 mm
6
NO
33,450
200,700
H
Window size 1000 x 900 mm
2
NO
11,250
22,500
I
Window size 600 x 900 mm
8
NO
10,800
86,400
Glazing :4 mm thick clear sheet glass fixed to metal frames
with putty :J
Panes 0.1 - 0.5 square metres
66
SM
1,200
79,200
K
3
SM
1,300
3,900
L
Ditto but obscure
Prepare and apply three coats of gloss oil paint to :General surface of metal window frames
138
SM
250
34,500
M
Ditto to surface of burglar proofing
138
SM
250
34,500
42
LM
450
18,900
Window Cill
N
150 x 20 mm thick mahogany window cill
921,895
Total carried to collection
Wrot mahogany :-
AB/7
PROPOSED ADMINISTRATION BLOCK IN KIKOPEY SECONDARY SCHOOL
ITEM
A
DESCRIPTION
150 x 150 mm pelmet box comprising of 150 x 20 mm
fascia and top and 50 x 50 mm battens 150 x 150 x 20
mm ends complete with two rows of brass curtain trucks.
QTY UNIT RATE
SHS.
42
LM
1,800
75,600
B
100 x 20 mm window board
42
LM
450
18,900
C
20 mm quadrant
42
LM
200
8,400
Prepare and apply three coats of polyurethane
lacquor to :D
Wooden surfaces not exceeding 100 mm girth
42
LM
25
1,050
E
Wooden surfaces
42
LM
50
2,100
F
Ditto 200 - 300 mm
42
LM
75
3,150
100 - 200 mm girth
109,200
Total carried to collection
COLLECTION
Carried forward from page RD/7
921,895
Brought down from above
109,200
Total Windows carried to Summary
ELEMENT NO. 5
DOORS ( All to Architects details ) :-
AB/8
1,031,095
PROPOSED ADMINISTRATION BLOCK IN KIKOPEY SECONDARY SCHOOL
ITEM
A
DESCRIPTION
Purpose made hard wood panel door overall size 900 x
2400 mm high complete with holdback lugs all to
Architect's details.
QTY UNIT RATE
SHS.
24
NO
15,120
362,880
45 mm thick standard MDF solid core: birch laminate
door all to Architects detail :B
Ditto size 1500 x 2400 mm.
2
NO
15,645
31,290
C
Ditto but Double swing door
2
NO
15,645
31,290
Frames and Finishings
Wrot Mahogany :D
150 x 50 mm rebated door frame
64
LM
1,800
115,200
E
40 x 20 mm splayed and rounded architrave
64
LM
250
16,000
F
20 mm quadrant
64
LM
150
9,600
Ironmongery
Supply and fix the following approved quality
ironmongery to timber with matching screws :G
100 mm heavy duty brass butt hinges
84
PRS
300
25,200
H
Five lever cylinder lock with a pair of decorative brass
handles as per Union or other equal and approved
catalogue
4
NO
7,000
28,000
I
Two lever mortice lock with a pair of decorative brass
handles as per Union or other equal and approved
catalogue
24
NO
2,500
60,000
679,460
Total carried to collection
A
Rubber door stop floor mounted
28
NO
200
5,600
B
150 mm brass tower bolt
8
NO
150
1,200
AB/9
PROPOSED ADMINISTRATION BLOCK IN KIKOPEY SECONDARY SCHOOL
ITEM
C
QTY UNIT RATE
DESCRIPTION
900 x 300 mm high kicking plate
SHS.
4
NO
2,500
10,000
79
LM
63
4,938
79
LM
105
8,295
46
SM
300
13,800
Painting
Prepare and apply one coat aluminium wood primer
to back of frame before fixing to :D.
Surfaces not exceeding 200 - 300 mm
Prepare and apply three coats two - pack
polyurethane lacquor to :-
E.
Timber surfaces 200 - 300 mm girth
Prepare and apply three coats polyeurethane varnish
to mahogany doors :-
F.
General surfaces
43,833
Total carried to collection
COLLECTION
679,460
Carried forward from page 1/9
43,833
Carried forward from above
Total Doors carried to Summary
ELEMENT NO. 6
FINISHES
AB/10
723,293
PROPOSED ADMINISTRATION BLOCK IN KIKOPEY SECONDARY SCHOOL
ITEM
QTY UNIT RATE
DESCRIPTION
SHS.
Floors :Cement : sand ( 1:4 ) in :A
25 mm thick paving to receive parquet Floor finish
87
SM
300
26,100
B
Ditto to receive non- slip Ceramic tiles
98
SM
300
29,400
C
Ditto to receive Terrazzo
39
SM
300
11,700
D
Ditto to receive manufactured wood floor board
205
SM
300
61,500
Parquet Floor Finish;
E
Hardwood parquet bonded to floor using an approved
adhesive including polish
110
SM
1,500
165,000
F
15 mm thick approved Non- slip ceramic tiles bonded to
floor with mortar and finished with matching grout..
69
SM
1,400
96,600
G
15 mm thick Terrazzo paving including polish
39
SM
1,300
50,700
H
Manufactured wood floor board fixed to floor using an
approved adhesive (or any other method approved by the
architect) to Architects approval
205
SM
2,400
492,000
284
LM
350
99,400
56
LM
350
19,600
284
LM
35
9,940
I
J
Skirtings
100 x 20 mm wrot mahogany skirting with a rounded edge
and coved at junction with floor.
100 x 20 mm ceramic skirting ditto.
Prepare surface and apply three coats of clear
polyurethane varnish to timber :-
K
Surface not exceeding 100 mm girth
1,061,940
Total carried to collection
Walls :A
12 mm thick cement and sand ( 1:4 ) plaster to walls and
beams internally applied in two coats.
AB/11
587
SM
300
176,100
PROPOSED ADMINISTRATION BLOCK IN KIKOPEY SECONDARY SCHOOL
ITEM
DESCRIPTION
B Ditto to receive glazed wall tiles internally
QTY UNIT RATE
32
SM
300
SHS.
9,600
C
250 x 200 x 8 mm thick first quality coloured ceramic
wall tiles including border tiles as imported tiles range
catalogue.
32
SM
1,500
48,000
D
12 mm thick cement : sand (1:4) plaster to walls and
beams externally .
38
SM
300
11,400
Keying to walling externally
102
SM
250
25,500
Painting [Paint to be first quality Crown Paints Kenya
Range] - to Architect's approval :E
Prepare and apply three coats silk emulsion paint to
internal wall and beam surfaces
587
SM
250
146,750
F
Prepare and apply three coats silk emulsion paint to
external beam surfaces
38
SM
250
9,500
6
SM
2,400
14,400
Worktop Finishes
Granito finish to worktops to Architects Approval
441,250
Total carried to collection
Ceiling
12 mm thick cement : sand ( 1:4 ) plaster to :A
157
Suspended slab
AB/12
SM
250
39,250
PROPOSED ADMINISTRATION BLOCK IN KIKOPEY SECONDARY SCHOOL
ITEM
QTY UNIT RATE
DESCRIPTION
SHS.
Ceiling
Impregnated sawn cypress
B
50 x 50 mm brandering
634
LM
100
63,400
C
Celotex Ceiling board secretly nailed to 50 x 50 mm
brandering (Ms).
176
SM
1,800
316,800
D
75 x 25 mm moulded prime grade podo cornice
213
LM
150
31,950
Prepare and apply three coats plastic emulsion as
crown or other equal and approved catalogue to :E
Plastered surfaces
157
SM
300
47,100
F
Ditto but to surfaces of celotex ceiling boards
176
SM
300
52,800
551,300
Total carried to collection
Staircase finishes
Cement : sand (1:4 ) in :A
30 mm thick paving finished to receive non - slip tiles
AB/13
3
SM
300
900
PROPOSED ADMINISTRATION BLOCK IN KIKOPEY SECONDARY SCHOOL
ITEM
QTY UNIT RATE
DESCRIPTION
Staircase non-slip tiles
SHS.
B
300 x 10 mm in treads including 3 No. 5 x 5 mm anti slip grooves to Architect's details.
12
LM
450
5,400
C
150 x 10 mm in risers
12
LM
225
2,700
D
250 x 10 mm in waiste cut to profile
7
LM
375
2,625
E
300 x 300 x10 mm thick in landings
5
SM
1,500
7,500
F
100 x 10 mm skirting
13
LM
150
1,950
12 mm thick cement : sand ( 1:4 ) plaster to :G
Soffit of sloping stair
8
SM
300
2,400
H
Soffit of landing
3
SM
300
900
Prepare and apply three coats plastic emulsion as
crown or other equal and approved catalogue to :I
Soffit of sloping staircase
8
SM
250
2,000
J
Soffites of landing
3
SM
250
750
12
LM
4,500
54,000
12
LM
105
1,260
Railing :-
K
30 x 30 x 950 mm solid steel twisted balusters welded
onto 40 x 3 mm thick flats top and bottom including 75 x
50 mm moulded mahogany handrail fixed to 40 x 3 mm
thick flats with screws at 400 mm centres all to the
Architect's details.
Prepare and apply three coats of polyuretene lacquer
to :-
L
Surfaces of timber not exceeding 200 - 300 mm girth
82,385
Total carried to collection
Prepare and apply three coats gloss oil paint on :A.
24
Metal surfaces
Bulcony Railing
AB/14
SM
250
6,000
PROPOSED ADMINISTRATION BLOCK IN KIKOPEY SECONDARY SCHOOL
ITEM
B
DESCRIPTION
30 x 30 x 950 mm solid steel twisted balusters welded
onto 40 x 3 mm thick flats top and bottom including 75
x2 mm circular handrail welded to 40 x 3 mm thick flats
all to the Architect's details.
QTY UNIT RATE
SHS.
46
LM
4,500
207,000
92
SM
250
23,000
Prepare and apply three coats gloss oil paint on :C
Prepare and apply two undercoats and one coat of gloss oil
paint to surface of metal.
236,000
Total carried to collection
COLLECTION
Carried forward from page RD/11
1,061,940
Carried forward from page RD/12
441,250
Carried forward from page RD/13
551,300
Carried forward from page RD/14
82,385
236,000
Brought down from page RD/15 above
Total for Finishes carried to Summary
ELEMENT NO. 7
JOINERY FITTINGS (All Provisional )
AB/15
2,372,875
PROPOSED ADMINISTRATION BLOCK IN KIKOPEY SECONDARY SCHOOL
ITEM
A
QTY UNIT RATE
DESCRIPTION
3800 x 600 x 2700 mm high wardrobe comprising 100
mm thick mass concrete 1:3:6 plinth steel trowelled
screed, wrot prime grade mahogany frames, 20 mm thick
MDF Laminate doors, 20 mm Laminated chipboard
1
NO 55,404
lipped to shelves, divisions, drawers, shoerack, Brass
ironmongery, 20 mm diameter hanging rail, three Spray
paint where applicable and all formwork as per Architect's
details.
SHS.
55,404
B
Ditto3000 x 600 x 2700mm high
1
NO
43,740
43,740
C
Ditto 2200 x 600 x 2700mm high
1
NO
32,076
32,076
E
2600 x 600 x 900 mm worktop comprising 100 mm thick
mass concrete 1:3:6 plinth steel trowelled screed,20 mm
thick porcelain top on blockboard backing,Breakfast top
Over all 1200 x 1200, 20 mm thick Medium Density Fibre
drawers, shelves, doors and partition as necessary, wrot
mahogany frame, brass ironmongery including spray
painting all as per Architect's details.
1
NO
45,000
45,000
F
High level shelving size 2600 x 600 x 600 mm in two
levels comprising 20 mm laminated chipboard tops,
bottom, sides, sliding doors, 50 x 25 mm Mahogany
battens, Brass ironmongery and three coats oil paint to
timber surfaces as per Architect's details.
1
NO
39,000
39,000
G
Allow a Provisional Sum of Kenya Shillings Fifty
Thousand (Kshs. 50,000.00) only for Additional Joinery
Work.
Cabinet
Total Joinery fittings Carried to Summary
ELEMENT NO. 8
ROOF
ROOF STRUCTURE & COVERING
AB/16
SUM
50,000
265,220
PROPOSED ADMINISTRATION BLOCK IN KIKOPEY SECONDARY SCHOOL
ITEM
QTY UNIT RATE
DESCRIPTION
The following in structural steel to B.S.4449 connected
through welded and bolted joints
SHS.
A
Ridge Truss girder 150 x 75 x 4mm RHS
917
KG 200.00
183,400
B
Ditto But Size 75 x 50 x 3mm RHS
499
KG 200.00
99,800
C
Valley Truss girders 150 x 75 x 4mm RHS
917
KG 200.00
183,400
D
Ditto; but size 75 x 50 x 3mm RHS
499
KG 200.00
99,800
E
Annular ring 100 x 100 x 4mm SHS
114
KG 200.00
22,800
F
Space girders 150 x 75 x 4mm RHS
2074
KG 200.00
414,800
G
Space girders 75 x 50 x 3mm RHS
192
KG 200.00
38,400
H
150 x 50 x 2mm Z- purlins
2076
KG 200.00
415,200
Roof Covering
Duratile roof tiles laid on IT5 profiled sheets (ms)
srewed to approval on Z-purlins and including all
necessary water proofing to approval as described in
:K
Duratile roof coverings
159
SM
2,200
349,800
L
Gauge 28 profiled IT5 sheets screwed to Z-purlins
159
SM
1,200
190,800
1,998,200
Total carried to collection
Fascia eaves linings :-
AB/17
PROPOSED ADMINISTRATION BLOCK IN KIKOPEY SECONDARY SCHOOL
ITEM
A
DESCRIPTION
Eaves lining consisting of 100 mm x 25 mm tongued and
grooved prime grade podo on and including 50 x 25 mm
battens at 600 mm centres complete with three coats clear
varnish.
QTY UNIT RATE
SHS.
25
SM
1,600
40,000
B
40 x 20 mm wrot podo quadrant in eaves
56
LM
120
6,720
C
100 mm moulded cornice
56
LM
150
8,400
D
225 x 25 mm chamfered wrot cypress fascia / barge board
with splayed heading joints fixed to ends of rafters and
purlins.
57
LM
350
19,950
E
250 x 250 mm eaves vents in coffee tray wire and 40 x 25
mm cypress bidding all round including trimming T & G.
2
NO
450
900
56
LM
35
1,960
Painting and Decoration
Prepare and apply three coat polyurethane wood
varnish :F
Surfaces 0 -100 mm
Rainwater Disposal :28 Gauge SWG galvanized mild steel rainwater goods
with lapped, rivetted and soldered joints or seams
including all labours :-
G
150 x 125 mm rectangular boxed eaves gutter including
fixing clamps at 600 mm centre.
57
LM
850
48,450
A.
100 mm diameter rainwater downpipe imbedded to walls
or boxed in walls and all necessary clamping.
36
LM
850
30,600
H
Extra over ditto for swan neck
6
NO
450
2,700
I
Ditto for shoe
6
NO
450
2,700
162,380
Total carried to collection
Prepare and apply three coats gloss oil paint on :A
Surfaces of wood work girth 200 -300 mm externally
AB/18
57
LM
75
4,275
PROPOSED ADMINISTRATION BLOCK IN KIKOPEY SECONDARY SCHOOL
ITEM
DESCRIPTION
QTY UNIT RATE
SHS.
105
7,875
Touch up primer prepare and apply three coats gloss
oil paint on metal surfaces as described in :B
Surfaces of gutter 200 -300 mm girth
LM
75
12,150
Total carried to collection
COLLECTION
Brought forward from page RD/17
1,998,200
Brought forward from page RD/18
162,380
12,150
Brought down from page RD/19 above
2,172,730
Total Roof carried to Summary
SECTION SUMMARY
A
SUBSTRUCTURES
RD/4
AB/19
2,802,660
PROPOSED ADMINISTRATION BLOCK IN KIKOPEY SECONDARY SCHOOL
ITEM
QTY UNIT RATE
DESCRIPTION
SHS.
B
REINFORCED CONCRETE SUPERSTRUCTURE
RD/5
1,543,760
C
WALLING
RD/6
1,179,200
D
WINDOWS
RD/8
1,031,095
E
DOORS
RD/10
723,293
F
FINISHES
RD/15
2,372,875
G
JOINERY FITTINGS
RD/16
265,220
H
ROOF STRUCTURE & COVERING
RD/19
2,172,730
12,090,833
AB/20