Item Description Qty Unit Rate Total No (Kshs) WORKSHOP BLOCK ELEMENT NO. 1: SUBSTRUCTURE (All provisional) Excavations and earthworks A Excavate over site average 200 mm deep and cart away 550 Sm B Excavate to reduced levels 882 Cm C Excavate trench for strip foundation not exceeding 1.5 m deep 175 Cm D Ditto for column bases 88 Cm E Return, fill and ram 117 Cm F Cart away surplus excavated material from site 195 Cm G Allow for planking and strutting 1 Item H Allow for keeping excavations free from water 1 Item Filling and hardcore I Approved imported filing to make up levels under surface bed 180 Cm J 300 mm thick approved hardcore filling 270 Sm K 50 mm thick murram blinding 270 Sm L Treat hardcore surface with approved insectcide 270 Sm Carried to collection - WS / 1
Transcript
Item Description Qty Unit Rate Total
No (Kshs)
WORKSHOP BLOCK
ELEMENT NO. 1:
SUBSTRUCTURE (All provisional)
Excavations and earthworks
A Excavate over site average 200 mm deep and cart away 550 Sm
B Excavate to reduced levels 882 Cm
C Excavate trench for strip foundation not exceeding
1.5 m deep 175 Cm
D Ditto for column bases 88 Cm
E Return, fill and ram 117 Cm
F Cart away surplus excavated material from site 195 Cm
G Allow for planking and strutting 1 Item
H Allow for keeping excavations free from water 1 Item
Filling and hardcore
I Approved imported filing to make up levels under
surface bed 180 Cm
J 300 mm thick approved hardcore filling 270 Sm
K 50 mm thick murram blinding 270 Sm
L Treat hardcore surface with approved insectcide 270 Sm
Carried to collection -
WS / 1
Item Description Qty Unit Rate Total
No (Kshs)
Concrete works
Plain concrete (1:4:8) in:
A 50 mm blinding under strip foundation 90 Sm
B Ditto under column bases 56 Sm
Reinforced concrete (1:2:4) in:
C Strip foundation 18 Cm
D Column bases 18 Cm
E Substructure columns 5 Cm
F 150 mm surface bed 270 Sm
Sawn formwork to:
G Sides of column bases 40 Sm
H Vertical sides of columns
I Edges of surface bed 75 - 150 mm high 75 Lm
High yield deformed reinforcement bars
J 8 mm diameter bars 729 Kg
K 10 mm ditto 495 Kg
L 12 mm ditto 1275 Kg
M 16 mm ditto 1582 Kg
N BRC reinforcement type A - 142 270 Sm
Sub wall
O 200 mm natural stone walling in cement sand (1:3)
mortar 213 Sm
Carried to collection
WS / 2
Item Description Qty Unit Rate Total
No (Kshs)
Damp proof course
A 200 mm wide hessian based bituminous felt DPC
bedded in cemen sand (1:3) mortar including 150mm
end laps 135 Lm
Damp proof membrane
B 500 mm polythene sheet DPM including 300 mm sides
and end laps 270 Sm
Plinth
C 15 mm thick cement sand (1:3) rendering to plinth walls 43 Sm
D Prepare and apply three coats bitumastic paing on
plinth walls 43 Sm
Paving slabs around the building
E 600 x 600 x 50 mm pre cast concrete paving slabs
bedded and pionted in cement sand (1:3) mortar
including 250 mm murram bed and sand bed 58 Sm
Carried to collection below
COLLECTION
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SUBSTRUCTURE CARRIED TO SUMMARY -
WS / 3
Item Description Qty Unit Rate Total
No (Kshs)
ELEMENT NO. 2
REINFORCED CONCRETE SUPERSTRUCTURE
Vibrated reinforced concrete (1:2:4) in:
A Beams 18 Cm
B Columns 19 Cm
C Staircase 6 Cm
D Ramp 14 Cm
E 150 mm suspended slab 230 Sm
F 150 mm thick landings 6 Sm
Formwork to:
G Vertical sides of columns 150 Sm
H Sides and soffites of beams 248 Sm
I Soffites of suspended slab 230 Sm
J Soffites and sides of staircase 15 Sm
K Soffites and sides of ramp 43 Sm
L Soffites of landings 6 Sm
High yield deformed reinforcement bars to
BS 4461
M 8 mm diameter bars 1655 Kg
N 10 mm ditto 1663 Kg
O 12 mm ditto 1538 Kg
P 16 mm ditto 1686 Kg
Q 20 mm ditto 1205 Kg
R 25 mm ditto 1493 Kg
WS / 4
R.C. SUPERSTRUCTURE CARRIED TO SUMMARY
Item Description Qty Unit Rate Total
No (Kshs)
ELEMENT NO. 3
WALLING
A 200 mm thick machine cut natural stone walling in
cement sand (1:3) mortar 561 Sm
B 200 mm pre cast concrete vent block walling in cement
sand (1:3) mortar 14 Sm
C Eaves filling with 200 mm thick machine cut natural
stone walling 28 Sm
WALLING CARRIED TO SUMMARY
WS / 5
Item Description Qty Unit Rate Total
No (Kshs)
ELEMENT NO. 4
ROOFING
Sawn treated cypress
A 150 x 50 mm rafters 240 Lm
B 150 x 50 mm tie beams 160 Lm
C 100 x 50 mm ties and strutts 332 Lm
D 75 x 50 mm purlins 312 Lm
E 100 x 50 mm wall plate bolted to ring beam at
1.2 m centres 56 Lm
F 200 x 25 mm wrot cypress fascia and barge board 81 Lm
Roof coverings
G 28 gauge prepainted box profile sheets nailed to purlins
(MS) 352 Sm
H Matching ridge cap 29 Lm
ROOFING CARRIED TO SUMMARY
WS / 6
Item Description Qty Unit Rate Total
No (Kshs)
ELEMENT NO. 5
DOORS
Wrot hardwood
A 150 x 50 mm rebated door frames 41 Lm
B 45 x 20 mm architrave with two labours 41 Lm
C 25 mm quadrant moulds 41 Lm
D 50 mm thick solid panelled door size 900 x 2100 mm
with 6 No raised and fielded panels 4 No
E Ditto double door size 1200 x 2100 mm 3 No
F Standard mild steel casement double door size 1200 x
2100 mm complete with hinges assembled and fixed to
opening including cutting and pining lugs to concrete or
block work sorround and bedding frame in cement and
sand (1:4) mortar 4 No
G 5 mm clear glass and glazing with metal putty in panes
0.1 - 0.5m2 14 Sm
H 12 mm diameter mild steel burglar proof bars 22 Lm
I Bore 50 mm timber for 12 mm bars 51 No
Iron mongery as UNION or equal and approved
with matching screws
J 100 mm brass butt hinges 15 Prs
K Two lever mortice locks 4 No
L Three lever rebated mortice locks 3 No
M Four lever locks for steel doors 4 No
Carried to collection
WS / 7
Item Description Qty Unit Rate Total
No (Kshs)
A 32 mm diameter rubber door stops fixed with rawl
bolt 18 No
Carried to collection below
COLLECTION
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DOORS CARRIED TO SUMMARY -
WS / 8
Item Description Qty Unit Rate Total
No (Kshs)
ELEMENT NO. 6
WINDOWS
Standard mild steel window casements complete
with hinges stays, fasteners permanent vents with
mosquito gauze assembled and fixed to opening
including cutting and pinning lugs to concrete or
block work sorround and bedding frame in
cement sand (1:4) mortar
A Window size 1500 x 1500 mm 20 No
B 5 mm clear glass and glazing with metal putty in panes
0.1-0.5mm2 45 Sm
Front windows
C 75 x 50 x 3 mm mild steel RHS framing welded together
and fixed to opening including metal lugs 102 Lm
D Eight blade carrier aluminium louvre jamb units 39 Prs
E 1.5 x 150 mm clear glass louvre blade with ground
edges 156 Lm
F 16 mm diameter mild steel horizontal burglar bars
welded to framing 156 Lm
G Mild steel windows grill size 1500 x 1500 mm 20 No
H Ditto size 1500 x 1200 mm 13 No
WINDOWS CARRIED TO SUMMARY -
WS / 9
Item Description Qty Unit Rate Total
No (Kshs)
ELEMENT NO. 7
FIXTURES AND FITTINGS
Store shelvings
A 25 mm block board shelves hardwood lipped at edges 64 Sm
B Ditto divisions 133 Sm
C 38 x 38 x 3 mm thick mild steel angle bearers built
into wall and screw fixed to underside of shelvings 170 Lm
Concrete worktops
D Reinforced concrete (1:2:4) in 100 mm thick worktops 10 Sm
E Formwork to soffites of worktops 10 Sm
F Ditto to edges 75 - 150 mm high 16 Lm
G 10 mm diameter high yield reinforcement bars 100 Kg
H 150 mm natural stone walling in cement sand (1:3)
mortar 10 Sm
I 15 mm thick cement sand (1:3) plaster on worktops 10 Sm
J Ditot edges 100 mm wide 16 Lm
K Ditto to dwarf walls 20 Sm
Staircae balustrade and ramp
L 75 x 50 x 3 mm thick RHS mild steel hand rail 20 Lm
M 50 x 25 x 3 mm mild steel RHS bottom rail and mild
rail 20 Lm
N 50 x 25 x 3 RHS balusters 800 mm high 172 No
O 50 x 25 x 3 mm RHS standard 900 mm high 30 No
Carried to collection
WS / 10
Item Description Qty Unit Rate Total
No (Kshs)
A Mortice in concrete size 50 x 50 x 100 mm deep and
grout with cement sand (1:3) mortar 30 No
B Fanged end of mild steel standards 30 No
Balcony railing
C 75 x 50 x 3 mm thick mild steel RHS hand rail 30 Lm
D 50 x 25 x 3 mm mild steel RHS rail bottom and mild
rail 60 Lm
E 50 x 25 x 3 mm midl steel RHS balusters 800 mm high 262 No
F 40 x 25 x 3 mm thick mild steel RHS standards 900mm
high 38 No
G Mortice in concrete size 50 x 40 x 100 mm deep and
grout with cement sand (1:3) mortar 38 No
H Fanged end of mild steel standards 38 No
Black board size 6 x 1.5 m (5 No):
I 15 mm thick cement and sand (1:30 plaster mixed with
black oxide 45 Sm
J 50 x 25 mm wrot cypress beading plugged to wall
at edges of black board 45 Lm
K 75 x 25 mm wrot cypress chalk rail 30 Lm
L White board size 1200 x 1200 mm including framing 5 No
Carried to collection
WS / 11
Item Description Qty Unit Rate Total
No (Kshs)
COLLECTION
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FIXTURES AND FITTINGS CARRIED TO SUMMARY
Item Description Qty Unit Rate Total
No (Kshs)
ELEMENT NO. 8
FINISHES
Wall finishes
A 15 mm thick cement sand (1:3) plaster to walls and
concrete surface internally 721 Sm
B Ditto beams, columns, verandah wall and gables
externally 240 Sm
C Extra over for key joint (forming neat horizontal
recessed joints) and vertical flush joint externally 258 Sm
D Cement bag wash on keyed walls externally 258 Sm
Floor finishes
E 25 mm thick cement sand (1:3) floor screed to receive
terrazzo 500 Sm
F Ditto on staircase steps and ramp 73 Sm
G 25 mm thick plished terrazzo floor finish 500 Sm
H Ditto on staircase steps and ramps 73 Sm
I 100 mm x 25 mm ditto skirting 253 Lm
J 50 x 6 mm plastic dividing strips 1250 Lm
K Extra over for coborundum non slip insert 75 x25mm 30 Lm
Ceiling finishes
L 15 mm thick cement sand (1:3) plaster on soffites of
suspended slab 236 Sm
M Ditto to soffites and sides of sloping staircase 14 Sm
Carried to collection
WS / 13
Item Description Qty Unit Rate Total
No (Kshs)
A Ditto to soffites of landing 5 Sm
B 50 x 50 mm sawn treaed cypress brandering 648 Lm
C 75 x 50 mm ditto 270 Lm
D 9 mm PVC ceiling fixed to branderingn (MS) 270 Sm
E 75 x 20 mm moulded cornice 219 Lm
F Extra over ceiling board for trap door size 600x 600mm 2 No
Carried to collection below
COLLECTION
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FINISHES CARRIED TO SUMMARY
WS / 14
Item Description Qty Unit Rate Total
No (Kshs)
ELEMENT NO. 9
PAINTING & DECORATING
Preparation and apply undercoat and coats first
quality plastic emulsion paint
Internally
A Plastered walls 376 Sm
B Plastered ceiling 270 Sm
C Plastered soffites and sies of staircases and ramp 58 Sm
D Plastered soffites of landing 6 Sm
Externally
E Plastered beams, columns and gables and verandah wall 240 Sm
Prepare and apply undercoat and two coats first
quality gloss oil paint on:
F Plastered walls 376 Sm
G General surfaces of timber 424 Sm
H Surfaces of timber 200 - 300 mm gith 123 Lm
I Surfaces not exceeding 100 mm girth 157 Lm
Prepare, prime and apply two caots first quality
gloss oil paint on:
J General surfaces of work 113 Sm
K Surfaces of metal work 200 - 300 mm girth 50 Lm
L Surfaces of metal work 100 - 200 mm girth 304 Lm
M Surfaces of metal work not exceeding 100 mm girth 100 Lm
PAINTING CARRIED TO SUMMARY
WS / 15
Item Description Qty Unit Rate Total
No (Kshs)
ELEMENT NO. 10:
RAIN WATER HARVESTING
A 150 mm half round PVC gutter fixed to fascia board 56 Lm
with brackets
B Extra over ditto for stopped ends 4 No
C Ditto for spigot outlets 4 No
D 100 mm diameter heavy duty PVC pipe connecting
gutter to tank 30 Lm
E Extra over ditto for bends 6 No
F Ditto for tees 2 No
G 10,000 litres capacity plastic cold water storage tank as
ROTO or equal and approved 2 No
H 15 mm diameter CP bib taps fixed to tank 2 No
Tank base (2 No)
I Excavate oversite average 150 mm deep and cart away 15 Sm
J Excavate trench for strip foundation not exceeding 1.5 m
deep 12 Cm
K Return, fill and ram 6 Cm
L Cart away surplus excavated material 6 Cm
M 1000 mm thick approved hardcore 10 Sm
N 50 mm thick murram blinding 10 Sm
O Mass concrete (1:3;6) in strip foundation 2 Cm
Carried to collection
Item Description Qty Unit Rate Total
No (Kshs)
A Reinforced concrete (1:2:4) in 100 mm surface bed 10 Sm
B Formwork to edges of surface bed 75 - 150 mm high 16 Lm
C BRC mesh type A - 142 10 Sm
D 200 mm thick natural stone edge walling in cement
sand (1:3) mortar 25 Sm
E 15 mm thick cement sand (1:3) plaster on edge wall 16 Sm
F 25 mm thick cement sand (1:3) screed 10 Sm
Carried to collection below
COLLECTION
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Brought down from above
WS / 16
WS / 17
RAIN WATER HARVESTING CARRIED TO SUMMARY
Item Description Qty Unit Rate Total
No (Kshs)
SUMMARY
1 SUBSTRUCTURE FROM PAGE WS / 3
2 REINFORCED CONCRETE FROM PAGE WS / 4
3 WALLING FROM PAGE WS / 5
4 ROOFING FROM PAGE WS / 6
5 DOORS FROM PAGE WS / 8
6 WINDOWS FORM PAGE WS / 9
7 FIXTURES AND FITTINGS FROM PAGE WS / 12
8 FINISHES FROM PAGE WS / 14
9 PAINTING FROM PAGE WS / 15
10 RAIN WATER HARVESTING FROM PAGE WS / 17
WS / 18
BUILDER'S WORK CARRIED TO MAIN SUMMARY
Item Description Qty Unit Rate Total
No (Kshs)
4 DOOR PIT LATRINE
SUBSTRUCTURE (All provisional)
A Excavate oversite average 150 mm deep and cart away 11 Sm
B Excavate trench for strip foundation not exceeding 1.5 m
deep 12 Cm
C Excavate pit not exceeding 1.5 m deep 17 Cm
D Ditto 1.5 - 3.0 m deep 17 Cm
E Ditto 3.0 - 4.5 m deep 17 Cm
F Ditto 4.5 - 6.0 m deep 17 Cm
G Ditto 6.69 - 7.5 m deep 17 C,
H Ditto 7.5 - 9.0 m deep 17 Cm
I Extra over excavation for excavating in rock 65 Cm
J Return, fill and ram 15 Cm
K Cart away surplus excacated material from site 87 Cm
L Allow for planking and strutting 1 Item
M Allow for keeping excavatins free from water 1 Item
N 300 mm thick approved hardcore 14 Sm
O 50 mm thick murram blinding 14 Sm
P Treat hardcore surface with approved insectcide 14 Sm
Q Plain concrete (1:4:8) in 50 mm blinding under strip
foundation 14 Sm
R Vibrated reinforced concrete (1:2:4) in strip foundation 3 Cm
S Ditto in ground beam 3 Cm
Carried to collection
PL / 1
Item Description Qty Unit Rate Total
No (Kshs)
A Ditto in 100 mm slab 21 Sm
B Formwork to sides of foundation 6 Sm
C Ditto sides of ground beams 10 Sm
D Ditto to sofites of suspended slab 10 Sm
E Ditto edges of slab 75 - 150 mm high 20 Lm
F 8 mm diameter high yield deformed bars to BS 4461 54 Kg
G 10 m ditto 53 Kg
H 12 mm ditto 150 Kg
I BRC mesh type A 142 14 Sm
J 200 mm thick natural stone foundation walling in cement
sand (1:3) mortar 29 Sm
K Ditto in wall lining 102 Sm
L 200 mm wide hessian based bituminous felt DPC 25 Lm
M 100 mm wide ditto 5 Lm
N 100 gauge polythene DPM 14 Sm
O 15 mm thick cement sand (1:3) plaster on plinth walls 7 Sm
P Prepare and apply three coats bituminous paint on plinth
walls 7 Sm
Ring beam
Q Reinforced concrete (1:2:4) in ring beam 1 Cm
R Formwork to sides and soffites of ditto 10 Sm
S 8 mm diameter high yield reinforcement bars 32 Kg
T 12 mm ditto 57 Kg
Carried to collection
PL / 2
Item Description Qty Unit Rate Total
No (Kshs)
SUPERSTRUCTURE WALLING
A 200 mm thick natural stone walling in cement sand
(1:3) mortar 33 Sm
B 100 mm ditto 11 Sm
C 200 mm thick pre cast concrete vent block walling 2 Lm
D 250 x 50 PCC coping 9 Lm
Roofing
E 100 x 50 mm sawn treated cypress rafters 14 Lm
F 75 x 50 mm sawn treated cypress purlins 16 Lm
G 100 x 50 mm sawn treated cypress wall plate 8 Lm
H 200 x 25 mm wrot cypress fascia board 15 Lm
I Prepare and apply three coats gloss oil paint to ditto
200 - 300 mm girth 15 Lm
J 28 gauge prepainted roofing sheets 12 Sm
Tank support
K Reinforced cocnrete (1:2:4) in 100 mm tank suport 2 Sm
L Formwork to soffites to ditto 2 Sm
M Ditto edges 75 - 150 mm wide 6 Lm
N 12 mm diameter high yield deformed bars 22 Kg
O 15 mm thick cement sand (1:3) plaster 5 Sm
Doors
P 100 x 50 mm wrot hardwood rebated door frame 20 Lm
Q 45 x 20 mm ditto architrave with two labours 20 Lm
Carried to collection
PL / 3
Item Description Qty Unit Rate Total
No (Kshs)
A 25 mm ditto quadrant mould 20 Lm
B 50 mm thick wrot hardwood framed ledged braced
and battened door size 900 x 2100 mm 4 No
C 100 mm brass butt hinges 6 Prs
D Two lever mortice locks 4 No
E 25 mm diameter rubber door stops 4 No
F 75 mm long brass tower bolt 4 No
G Prepare and aply three coats gloss oil paint on general 16 Sm
surfaces of timber
H Ditto 200 - 300 mm girth 20 Lm
I Ditto not exceeding 10 mm girth 40 Lm
Finishes
J 15 mm thick cement sand (1:3) plaster on walls
internally and externally 66 Sm
K 25 mm thick cement sand (1:3) floor screed 21 Sm
L Mass concrete (1:3:6) in 100 mm plinth 2 Sm
M Formwork to edges ditto 75 - 150 mm high 3 Lm
N 8 mm ceramic wall tiles on walls 36 Sm
O 8 mm ceramic floor tiles 21 Sm
P Prepare and apply three coats plastic emulsion paint on
walls 36 Sm
Tank and wash hand basin
Q 500 litres capacity plastic cold water storage tank as 1 No
ROTO or equal and approved
R 300 x 400 mm ceramic wash hand basin complete with
CP bib tap waste outlet bottle trap 4 No
Carried to collection
PL / 4
Item Description Qty Unit Rate Total
No (Kshs)
A Automatic urinal flushing cistern 1 No
B 15 mm diameter PPR pipe heavy duty including all
