KAMBI PRIMARY SCHOOL
| |
DESCRIPTION |
UNIT |
QTY |
RATE |
AMOUNT |
| SUBSTRUCTURE. |
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| A |
Excavate over site soil average 150 mm deep to
remove top vegetable soil and spread on site as directed. |
M2 |
128 |
100/= |
12,800/= |
| B |
Excavate to reduce levels starting from stripped
level and n.e 1.5 m deep. |
M3 |
49 |
10/= |
7,350/= |
| C |
Return, fill and well consolidate selected excavated
material around fans |
M3 |
33 |
100/= |
3,300/= |
| D |
Remove surplus excavated material to location
as directed by engineer or client. |
M3 |
16 |
100/= |
1,600/= |
| E |
Approved hardcore filling, spread, level and
consolidate in 150 mm layers as directed. |
M2 |
104 |
200/= |
20,800/= |
| F |
40 mm thick quarry dust or approved murram in
hardcore building. |
M2 |
104 |
150/= |
15,600/= |
| G |
200 mm wide damp proof membrane |
M2 |
54 |
200/= |
15,600/= |
| H |
500 gauge damp proof membrane |
M2 |
104 |
150/= |
15,600/= |
| I |
Treat hardcore surface with approved insecticide |
M2 |
104 |
50/= |
5,200/= |
| CONCRETE WORK. |
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| J |
200 m thick. Vibrated reinforced
concrete 1:2:4 in strip fdn |
M3 |
6 |
9,000/= |
54,000/= |
| K |
Ditto but in column bases |
M3 |
1 |
9,000/= |
9,000/= |
| M |
150 mm thick vibrated reinforced concrete in
slab |
M2 |
104 |
1,300/= |
135,200 |
| N |
Allow for BRC A 142 mesh in concrete slab. |
M2 |
104 |
250/= |
26,000/= |
| O |
Allow for form work to sides of slab n.e 0.75
m |
M |
46 |
130/= |
5,980/= |
WALLING |
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| P |
200mm thick natural stone walling in C/S 1:3
mortar |
M2 |
78 |
1,200/= |
93,600/= |
SUPER STRUCTUREEXTERNAL WALLING |
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| Q |
200 mm thick chisel dressed natural stone walling
in C/S mortar 1:4 |
M2 |
139 |
1,200/= |
166,800/= |
| INTERNAL WALLING |
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| R |
200 mm thick natural stone walling in C/S mortar
1:4 plastered on both sides (measured separately) |
M2 |
33 |
1,200/= |
39,600/= |
| S |
200 mm thick insitu vibrated reinforced concrete
in 1:2:4 in ring beam |
M2 |
2 |
9,000/= |
18,000/= |
| T |
200 mm thick insitu vibrated reinforced concrete
in 1:2:4 in lintels |
No |
8 |
1000/= |
8,000/= |
| REINFORCEMENT |
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| U |
M.S high tensile square twisted 8.0 mm &
bars in lintels |
No |
5 |
600/= |
3,000/= |
| V |
Ditto but in ring beam |
No |
36 |
600/= |
21,600/= |
| TOTAL OF PAGE 1 |
678,630/= |
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FORM WORK |
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| W |
Allow for formwork to sides of lintels |
M2 |
29 |
800/= |
23,200/= |
| X |
Ditto but to ring beam |
M2 |
22 |
800/= |
17,600/= |
| ROOF
TIMBER TRUSSES |
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| All timber to be sawn softwood (cypress) and
well preserved |
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| A (i) |
Provide for all material trusses at 1.2 m c/c
6.0 m clear span joined with bolts and plates as necessary and as detailed
on the drg. |
No |
15 |
10,000/= |
150,000/= |
| B |
Allow for 75 x 50 mm purlins |
M |
102 |
80/= |
8,160/= |
| C |
Allow for galvanized corrugated iron sheets 30
gauge. |
M2 |
204 |
300/= |
61,200/= |
| EXTERNAL OPENINGS
DOORS – WROT CYPRESS DOORS. |
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| |
Provide all material and construct 45 mm thick
wrot cypress match board door size 200 m x 900 m complete with frame. |
No |
2 |
5,000/= |
10,000/= |
| IRON MONGERY |
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| D |
Supply and fix the following iron mongery in
timber door with matching screws as described |
|
|
|
|
| (a) |
Pair 100 m pressed steel but hinges |
No |
3 |
60/= |
180/= |
| (b) |
3 – lever mortice dead lock (union) |
No |
2 |
1,800/= |
3,600/= |
| (c) |
40mm & rubber door stop plugged to concrete |
No |
2 |
100/= |
200/= |
| METAL WINDOWS |
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| |
Supply and fix M.S. Windows
well primed with red oxide complete with burglar proofing as directed |
|
|
|
|
| (a) |
1500 x 1500 mm |
No |
6 |
5,000/= |
30,000/= |
| (b) |
Clear sheet glass (3mm thick) in windows glazing. |
M2 |
14 |
265/= |
3,710/= |
| INTERNAL FINISHES |
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| (a) |
Prepare and apply 12 mm thick c/s 1:4 plaster
in two coats |
M2 |
174 |
250/= |
43,500/= |
| (b) |
Prepare and apply 3 coats of plastic emulsion
paint (Approved) |
M2 |
174 |
150/= |
26,200/= |
| (c) |
Ditto but approved oil paint including windows
& doors |
M2 |
180 |
180/= |
3,240/= |
| (d) |
25 mm thick c/s screed (1:3) with red oxide |
M2 |
104 |
300/= |
31,200/= |
| CEILING |
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| (a) |
50 x 50 m brandering @ 600 c/c both ways |
M |
352 |
50/= |
17,600/= |
| (b) |
12 mm thick celotex ceiling board v jointed on
all edges |
M2 |
104 |
1000/= |
104,000/= |
| (c) |
Allow for cornice (timber) |
M |
53 |
200/= |
5,300/= |
| (d) |
Allow for timber skirting |
M |
53 |
100/= |
5,300/= |
| EXTERNAL FINISHES CONTINUATION |
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| A |
Allow for painting in c/s 1:3 |
|
|
Sum |
5,000/= |
| B |
12 mm thick c/s 1:4 plaster in ring beams and
lintels |
M2 |
12 |
300/= |
3,600 |
| TOTAL FOR PAGE 2 |
552,790/= |
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| TOTAL (2 No. CLASSROOMS) |
1,231,420 |
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| TOTAL (8 No. CLASSROOMS) |
4,925,680/= |
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