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BQ FOR MARUNGU MATERNITY
ITEMDESCRIPTION QTY UNIT
ELEMENT NO. 1
SUBSTRUCTURES (ALL PROVISIONAL)
Site clearance
A Clear the site off grass, shrubs and all vegetation; cart
away as directed 175 sm
B Excavate vegetable soil average 150mm deep and cart
away as directed 175 sm
Excavation
C Excavate for strip foundation starting from reduced level
not exceeding 1.50 meters deep and cart away as directed
78 cm
E Return, fill-in and rum selected excavated material 36 cm
F Remove and cart away from site surplus excavated
material as directed 42 cm
Diposal of water
G Keeping all excavations free from all water including
spring or running water Item
Planking and strutting
H Uphold the sides of all excavations Item
Filling
J Hardcore filling in making up levels exceeding 300mm
thick, depositing and compacting in layers of 125mm
maximum thickness 35 cm
K 50mm thick murram blinding to surfaces of fill6 cm
SUBSTRUCTURES (ALL PROVISIONAL) CTD
Antitermite treatment
A TERMIDOR' or other equal and approved insecticide with
a ten-years guarantee to surfaces of fill and tops of
foundations 115 sm
Concrete
B 50mm thick mass concrete class Q (1:3:6) to bottoms of
foundations 51 sm
Insitu concrete; reinforced; class 20 / (20mm); vibrated
C Foundations in trenches irrespective of thickness
11 cm
D 150mm thick bed 115 sm
Reinforcement
Bars; high yield steel; cold worked to B.S. 4461
including bends, hooks, tying wire and distance blocks
E Y12mm bars main 220 kg
F Y12mm bars links 202 kg
G Mesh reinforcement in slabs Ref. No. A142 including
laps.115 sm
Carried to collection
Sawn formwork to insitu concrete as described:-
B Edges of ground floor slab; 75 to 150mm wide
48 lm
Walling
C 200mm thick approved local natural stone; roughly
squared to foundation walling; bedding and jointing in
cement sand (1:3) mortar 97 sm
Damp proofing
D Polythene; 500 gauge, 150mm laps (no allowance made to
laps), horizontal; 1 no. layer laid on murram blinding 115 sm
E 200mm wide; B.S. 743 Type A bitumen hessian base 150
mm laps (no allowance made for laps); horizontal, 1 no.
layer, bedded in cement sand (1:3) mortar 81 lm
Insitu finishings plinth
F 14mm thick 2 No. coatwork cement sand (1:3) render;
wood floated to concrete or blockwork base to walls;
external19 sm
Carried to collection
Prepare and apply three coats black bituminous paint
on:-
G Rendered plinths, externally. 19 sm
H 600x600mm precast concrete paving slabs laid on and
including 50mm sand bed and 100mm marram base. 29 sm
I Ditto connecting new building and existing building 60 Sm
Ramp
A Excavate oversite average 200mm 3 sm
B Excavate trench for edge wall 3 cm
C Concrete 1;3;6 mix foundations 1 cm
D 200mm masonary wall 10 sm
E 300mm approved hardcore 3 sm
F 50mm blinding 3 Sm
G Insecticide treatement 3 sm
H Reinforced concrete 1;2;4 150mm 3 sm
I BRC A65 3 sm
J Formwork to edges 75 - 150mm high 10 lm
Steps
K Mass concrete 1;3;6 in steps 1 cm
TOTAL KSH
Carried to collection
COLLECTION
From above
From Page 1
From page 2
From page 3
ELEMENT NO. 2
RING BEAM
Insitu concrete; reinforced; class 20 / (20mm); vibrated
A Beams and columns 5 cm
Reinforcement
Bars; high yield steel; cold worked to B.S. 4461
including bends, hooks, tying wire and distance blocks
B Of assorted bars 417 kg
Sawn formwork to insitu concrete as described:-
C To sides and soffits of beams 48 sm
TOTAL FOR SUBSTRUCTURES CARRIED TO SUMMARY
ELEMENT NO.3
ROOFING
Corrugated roofing sheets; 28 gauge;Pre-painted
A Roof covering not exceeding 450 from horizontal;fixing to
timber structure (m/s) with roofing nails and neoprene
washers J bolts nuts neoprene washers and caps. 150 sm
Accessories, fixing as necessary to roof
B Ridge cap 18 lm
CARPENTRY
The following in sawn celcured cypress
C 150 x 50mm sawn cypress tie beam 77 lm
D 150 x 50mm rafters 130 lm
E 100 x 50mm wall plate rag-bolted at 1500mm centres with
12mm diameter bolts.52 lm
G 100 x 50mm sawn cypress struts 190 lm
H 50 x 75mm sawn cypress purlins 150 lm
Wrot cypress, prime grade
A 225 x 25mm thick fascia board51 lm
26 gauge plain sheet gutter 450mm girth fixed with
brackets 36 lm
Carried to collection
TOTAL FOR FRAME CARRIED TO SUMMARY
pvc gutter clips22 No
Ditto down pipe 12 lm
Extra over for closed end gutters 4 No
Ditto spygot 4 No
Ditto for swyn neck 4 No
Prepare and apply three coats oil paint full gloss to
timber surfaces: -
B 200 -300mm girth.
51 lm
Prepare and apply three coats oil paint full gloss to
metal surfaces: -
B General surfaces22 sm
Painting and Decorations
On Woodwork
Prepare and apply one undercoat and two coats of
'CROWN SOLO' or other equal and approved super
gloss oil paint to:-
A Fascias; 200 to 300mm girth; external 58 lm
On Metal work
Carried to collection
COLLECTION
From page 6
From page 7
From page 8
ELEMENT NO. 4
EXTERNAL & INTERNAL WALLING
NATURAL STONE WALLING
A 200 mm thick approved local; machine cut; bedding,
jointing and pointing in cement sand (1:3) mortar196 sm
ELEMENT NO. 5
DOORS
Wrot celcured cypress framed frames and framings
A 150 x 50 mm; 2 No. labours; plugged door frame62 lm
45mm Thick semi-solid core flush doors to B.S 459: part
2 veneered both sides with first quality plywood and
lipped on all edges in approved hardwood
B Door size 900 x 2100 mm high single leaf 13 No.
Carried to Collection
TOTAL FOR ROOFING CARRIED TO SUMMARY
TOTAL FOR EXTERNAL & INTERNAL WALLING
CARRIED TO SUMMARY
C Double leaf swinging door size 1200x2100 3 No.
D 25mm equal double leaf metal door overal size 1500 x
2100mm in 1200x2700mm metal frame complete with
approved iron mongery 3 No.
E Ditto single leaf size 900x2100mm in 900x2700mm frame
ditto. 1 No.
Architrave 50x20mm 78 lm
Quardrants 50x20mm 78 No.
Glazing
A 4mm Thick clear sheet glass panes over 0.1 but not
exceeding 0.5 square meters; fixing with putty17 sm
Carried to Collection
Iron mongery
Supply and fix the following to UNION catalogue or
other equal and approved
To softwood, hardwood or the like fixing with screws
A 2 lever mortice lock complete with set lever brass handle
furniture 6 No.
B Ditto rebated 3 No.
C Brass coated 100mm butt hinges 13.5 prs
D Kik plate 900x150mm 26 No.
E Ditto 1500x150mm 8 No.
F Rubber door stop complete with 38 mm rawl bolt20 No.
G Heavy duty tower bolt 100mm long 7 No.
Painting and Decorations
On Metal work
Prepare and apply alluminium wood primer to back of
wood surfaces ;-
H Not exceeding 100mm girth 62 lm
Prepare and apply alluminium wood primer to back of
wood surfaces ;-
I Not exceeding 100mm girth 62 lm
Aluminium primer or other equal and approved metal
surfaces before fixing: -
J General Surfaces 22 sm
K Backs of frame, board, etc over 100mm but not exceeding
200mm girth 62 lm
Prepare and apply three coats polyurethane clear
varnish on woodwork internally
L Frames; over 200mm but not exceeding 300mm girth 62 lm
M General surface. 33 lm
Carried to collection
COLLECTION
From page 11
From above
ELEMENT NO. 6
WINDOWS
TOTAL FOR DOORS CARRIED TO SUMMARY
Supply, assemble and fix the following purpose-made
mild steel casement windows; standard metal section
from approved manufacturer complete with frames,
transomes, mullions and with and including
permanent ventilators comprising "T" bar, gauze and
16 gauge sheet metal hood 50mm high x 50mm
projection to full width of window, coupling mullions,
approved ironmongery and one coat manufacturer's
primer; all welding ground to smooth finish.
A. Steel; for glazing with putty, lugs to two jambs, cutting
and pinning to concrete or blockwork, fixing to head and
sill with screws; plugging
B. Window, overall size 1200x 1500mm high with 1 No.
openable and 1No fixed light each size 450 x 1500 mm
high. Complete with all accessories and iron mongery and
burglar proofed 1 No
C Ditto 900x1500mm ditto. 8 No
D Ditto 1200x1200mm ditto 2 No
E Ditto 1200x900mm window. 3 No
F Ditto 500x1200mm window 4 No
G Ditto 900x600mm window 1 No
Carried to Collection
Glazing
A 5mm Thick clear sheet glass panes over 0.1 but not
exceeding 0.5 square meters; fixing with putty19 sm
Ditto obscure. 1 sm
Pelmet box. 20 lm
Painting and Decorations
On Metal work
Prepare and apply three coats oil paint full gloss to
Crown Solo or other equal and approved to: -
B General window surfaces; over 300mm girth metal surface
internally 20 sm
C General window surfaces; over 300mm girth ditto
external20 sm
D Ditto to Pelmet boxes20 lm
COLLECTION
From page 13
From above
Carried to Collection
ELEMENT NO. 7
FINISHES
Wall finishes
Plaster; 12mm thick 2 No. coatwork, 9mm first coat of
cement sand (1:6); 3mm second coat of cement and
lime putty (1:10); steel trowelled toconcrete or
blockwork base generally to: -
A Walls externally. And gable walls153 sm
A Walls; internal.189 sm
Wall ceramic tiles85 sm
B Extra over horizontal pointing in 10mm thick rod in
cement and sand (1:3) mortar to external wall 289 sm
Painting and decorations
Prepare and apply three coats of first quality plastic
emulsion paint to: -
C Plastered walls and beams 153 sm
TOTAL FOR WINDOWS CARRIED TO SUMMARY
Floor finishes
Beds and backings
A 25 mm thick one coat backings; steel trowelled smooth
to concrete base; to floors level; internal red oxide
115 sm
B Skirtings; 100mm wide with rounded junction with wall
finish and straight junction with floor finish 103 lm
Ceramic non-slip floor tiles 115 sm
CEILING FINISHES
C 12mm ceiling lining on brandering (measured
separately) set out in symmetrical panels with V- joints
including brandering 115 sm
D Ditto 12mm cornices 50mm high plugged. 88 lm
Sawn cypress timber.
Prepare and Apply Three Coats washable distemper.
H Celotex ceiling and cornices internally. 115 sm
J Ditto for surfaces not exceeding 100mm girth 88 lm
Carried to Collection
Carried to Collection
COLLECTION
From page 15
From page 16
Item Description Qty Unit
No
ELEMENT NO. 8: -
FIXTURES AND FITTINGS: -
Notice Board; framed 38 x 20mm framing
recessed: -
A Notice Board size 2400 x 1200mm 4 No
Shelves: -
B 200mm plain Block Board 28 Sm
C 25 x 20mm cypress bearers 60 Lm
Worktops and Base cabinets: -
D Plain concrete (1:3:6) in 100mm plinth 8 Sm
E Reinforced concrete (1:2:4) in 100mm thick worktop 8 Sm
F Formwork to soffites of worktop 8 Sm
G Ditto edges 75 - 150mm high 12 Lm
H 10mm diameter high yield reinforcement bars 80 Kg
TOTAL FOR FINISHES CARRIED TO SUMMARY
I 150mm natural stone dwarf wall 6 Sm
J 15mm thick cement sand (1:3) plaster on dwarf wall 12 Sm
K Ditto on worktop 8 Sm
L Granite finish on worktops 8 Sm
Wrot hardwood: -
M 75 x 50mm rebated door frame 46 Lm
N 25 x 50mm shelf bearers 26 Lm
O 25mm Block Board shelves 8 Sm
P Ditto doors 11 Sm
Carried to collection
Item Description Qty Unit
No
A Brass piano Hinges 22 Lm
B 100mm cupboard pull handles 24 No
C Approved ball catches 24 No
D Cupboard locks 12 No
Rail curtain Boxes: -
E Curtain boxes as before described 18 Lm
F Prepare and apply undercoat and two coats oil paint
on general surfaces of timber 96 SM
Page 18
G Ditto 200 - 300mm girth 64 Lm
Carried to collection below
COLLECTION: -
Brought forward from page 19
Brought down from above
TOTAL OF FIXTURES AND FITTINGS,
CARRIED TO SUMMARY
Item Description Qty Unit
No
SUMMARY: -
1 SUBSTRUCTURE FROM PAGE 4
2 RING BEAM FROM PAGE 5
3 ROOFING FROM PAGE 9
4 WALLING FROM PAGE 10
5 DOORS FROM PAGE 12
6 WINDOWS FROM PAGE 14
7 FINISHES FROM PAGE 17
8 FITTINGS FROM PAGE 19
Page 19
TOTAL OF BUILDER'S WORK,
CARRIED TO MAIN SUMMARY
Item Description Qty Unit
No
MECHANICAL WORKS: -
Sanitary fittings: -
A High level ceramic water cistern complete with Squatting
type wc(twyford or fordham) including all fittings as
described 3 No
B High level ceramic water cistern complete with disabled
wc(twyford or fordham) including all fittings as described 1 No
B Ceramic Wash hand basin size 560 x 405 including all
fittings 8 No
C Stainless steel sink including all fittings 3 No
D Concealed chrome plated shower mixer for hot and
cold water 2 No
E Robe hooks 8 No
F Ceramic Toilet roll holders 4 No
G Ceramic Soap dishes 2 No
H 19mm diameter towel rail 2 No
Page 20
I 6mm mirror - 610 x 457mm 8 No
Plumbing works: -
J 15mm PPR pipe 20 Lm
K 20mm ditto 12 Lm
Extra-over pipe work for: -
L 15mm bends 8 No
M 20mm bends 6 No
N 20 x 15 x 15mm tees 6 No
O 20 x 25 x 15mm tees 3 No
P 25 x 25 x 15mm tee 2 No
Q 25mm gate valve 2 No
R 20mm union 2 No
S 15mm ditto 2 No
Water storage tank: -
A 10,000 litres plastic water storage tank as
"KENTANK"or equal and approved 1 No
Water tank tower
B Excavate pits for bases not exceeding 1.5 m deep 4 Cm
C Return, fill and ram 2 Cm
D Cart away surplus excavated materials 2 Cm
E Reinforced concrete (1:2:4) in bases, columns and
beams 5 Cm
F 150 mm suspended slab (1:2:4) concrete 9 Sm
G Formwork to concrete surfaces 30 Sm
H 8 mm diameter high yield reinforcement bars 600 Kg
I 12 mm ditto 600 Kg
J 12 mm thick cement sand plaster on concrete surfaces 47 Sm
K 50 mm ditto 5 No
Carried to collection
Page 21
Item Description Qty Unit
No
Sluice unit: -
A Supply and deliver a standard sluice unit
including all the necessary fittings as approved by the client 1 No
Internal Drainage: -
B 100mm UPVC pipe "Golden Brown" 15 Lm
C Ditto "grey" 8 Lm
D 50mm ditto 15 Lm
E 40mm ditto 10 Lm
F 32mm ditto 15 Lm
G 100mm diameter bends 4 No
H 40mm ditto 3 No
I 50mm ditto 5 No
J 32mm ditto 11 No
K 50mm tee 8 No
L 50 x 40mm reducer 4 No
M 40 x 32mm ditto 4 No
N 100mm vent cowl 4 No
O 100mm weather apron 1 No
P 100mm gulley trap 4 No
Q 100 x 50mm floor trap 3 No
R Allow for testing and comissioning 1 Item
Carried to collection
COLLECTION: -
Brought forward from page 22
Brought down from above
TOTAL OF MECHANICAL WORKS,
CARRIED TO MAIN SUMMARY
Item Description Qty Unit
No
EXTERNAL WORKS: - (PROVISIONAL): -
Septic tank: - (30 cubic metres): -
A Excavate over site average 150mm deep 27 Sm
B Excavate pit not exceeding 1.5m deep 31 Cm
C Ditto 1.5 - 3.0m deep 25 Cm
D Extra-over for excavating in rock 1 Cm
E Return fill and ram 16 Cm
F Load and cart away excavated material 31 Cm
G Allow for keeping excavations free from water 1 Item
H Allow for planking and strutting 1 Item
I 50mm class 15 concrete (1:4:8) as described to base
of septic tank 22 Sm
J Mass concrete mix (1:2:4) in 75mm haunching in
inspection chamber 1 Cm
K Reinforced concrete class 20 in 150mm thick slab
(surface bed and cover slab) 6 Cm
Page 22
L 150mm baffle wall 1 Cm
Insecticide treatment: -
M Approved insecticide treatment 5 Sm
Reinforcement: -
N 8mm diameter bars 10 Kg
O 10mm ditto 235 KG
P BRC type A142 2 Sm
Sawn formwork to: -
Q Soffites of suspended slab 27 Sm
R Sides of baffle walls 15 Sm
S Edges of slab 75-150mm high 51 Lm
Carried to collection
Item Description Qty Unit
No
Walling: -
A 150mm natural stone walling in cement sand (1:3)
mortar 18 Sm
B 200mm ditto 45 Sm
C 25mm thick external plaster to septic tank 50 Sm
D 20mm internal wall plaster to septic tank 58 Sm
E 32mm floor screed to septic tank 27 Sm
Soak pit: -
F Excavate pit not exceeding 1.5m deep 6 Cm
G Ditto 1.5 - 3.0m deep 6 Cm
H Ditto 3.0 - 4.5m deep 6 Cm
I Ditto 4.5 - 6.0m deep 6 Cm
J Ditto 4.5 - 6.0m deep 6 Cm
K Load and cart away excavated material 24 Cm
L Reinforced concrete (1:2:4) in stripfoundation 1 Cm
M Ditto in 150mm cover slab 1 Cm
Sawn formwork to: -
N Sides of foundation 2 Sm
O Soffites of suspended slab 3 Sm
P Edges of ditto 75-150mm high 6 Lm
High yield reinforcement bars: -
Q 12mm diameter bars 75 Kg
R 10mm ditto 30 Kg
Carried to collection
Item Description Qty Unit
No
A 200mm masonry walling in cement sand (1:3) mortar 19 Sm
B 20mm external plaster to soakpit 5 Sm
C Approved hardcore back fill 18 Cm
Waste pipes: -
D Excavate trench for 100mm diameter waste pipe
average 1000mm deep 47 Cm
E 100mm diameter heavy duty UPVC pipe 47 Lm
Inspection chambers: -
F Construct inspection chamber size 450 x 600mm
internal dimensions as described 5 No
Pre-cast concrete chamber covers: -
G Pre-cast and install reinforced concrete (class 20)
chamber cover size 500 x 550mm as described 5 No
H Allow for testing the drainage system 1 Item
Carried to collection below
COLLECTION: -
Brought forward from page 24
Brought forward from page 25
Brought down from above
TOTAL OF EXTERNAL WORKS,
CARRIED TO SUMMARY
Item Description Qty Unit
No
ELECTRICAL INSTALLATION WORKS: -
Supply, install, test and commission the following:
A Lighting points wired in 3 x 1.5mm sq SC PVC copper
cables drawn in concealed HG PVC conduits for one
way switching 24 No
Lighting fittings complete with appropriate lamps
as follows: -
B 1200mm, 1 x 36W, flourescent batten fittings as
THORN Cat NO. PP36 or approved equivalent 10 No
C 100W, Spherical screw neck fitting as thorn cat.
MTC110 or approved equivalent 6 No
D 100W Bulkhead tungsten fittings as thorn cat No. OLG
1100 or approved equivalent 5 No
E Emergency lights non-maintained as thorn cat 3 No
F Socket outlet points in 3x2.5mm sq copper cables in
concealed HG conduits in RING 7 No
G 13A single switched sockets ivory type as MK range
or approved equivalent in item 1.3 above 7 No
H Lighting switches 5A moulded case as MK range or
approved equivalent three gang one way 2 No
I One gang one way 5 No
J 6 Way 100A SP & N Consumers unit as Crabtree cat
or approved equivalent flush mounted 13 No
MCB's
K 10A SP 1 No
Page 25
L 30A SP 2 No
Carried to collection
Item Description Qty Unit
No
M Sub-mains in 3 x 10mm2 single core Copper cables in
32mm DIA HG conduits 48 M
N 2 Core 10mm2 PVC/SWA/PVC copper cable 30 M
O Trenching, tiling and backfilling 30 M
P Loop-in-box as MOW standards single phase 1 No
Q Cut-outs SP complete with Lucy connectors 60/80A 1 No
R Earthing at Loop-in-Box MOW requirements 1 Lot
Carried to collection below
COLLECTION: -
Brought forward from page 26
Brought down from above
TOTAL OF ELECTRICAL INSTALLATION,
CARRIED TO MAIN SUMMARY
page 27
Page 26
P.C. and PROVISIONAL SUMS
A Provide a provisional sum of kenya shillingsfour hundred thousand only
for contigencies
B Provide a provisional sum of kenya shillingsfour hundred fiftythousand only
C Provide a provisional sum of kenya shillings two hundred thousand only
for placenta pit.
TOTAL FOR P.C. AND PROVISIONAL
SUMS CARRIED TO MAIN SUMMARYPS/1
Item Description Qty Unit
No
MAIN SUMMARY: -
A PRELIMINARIES
B BUILDERS WORK FROM PAGE 20
C MECHANICAL WORKS FROM PAGE 23
D EXTERNAL WORKS FROM PAGE 25
E ELECTRICAL INSTALLATION WORKS FROM
PAGE 27
F PC AND PROVISIONAL SUMS
SUB-TOTAL
ADD 16% VAT
for Contract Implementation and management Committee
TOTAL CARRIED TO FORM OF TENDER
AMOUNT IN WORDS …………………………………………………………………………………….
………………………………………………………………………………………………………………………
CONTRACTOR'S NAME : ………………………………………………………………………………………….
……………………………………………………………………………………………………………………………….
ADDRESS ………………………………………………………………………………………………………………..
SIGNATURE;……………………………………………………………………………………………………………
DATE: …………………………………………………………………………………………………………………..
NAME OF WITNESS ……………………………………………………………………………………………..
ADDRESS ………………………………………………………………………………………………………………..
SIGNATURE : …………………………………………………………………………………………………………….
DATE: …………………………………………………………………………………………………………………….
MS/1
RATE K.SHS
20 3,500
-
100 17,500
-
-
200 15,600
-
100 3,600
-
500 21,000
-
-
5,000
-
-
5,000
1,000 35,000
-
200 1,200
107,400
-
-
100 11,500
-
-
400 20,400
-
-
9,000 99,000
-
1,200 138,000
-
150 33,000
150 30,300
250 28,750
Carried to collection
-
-
180 3,420
-
700 20,300
700 42,000
201,570
100 300
200 600
8,000 8,000
1,100 11,000
200 600
-
200 600
-
100 300
1,200 3,600
250 750
100 1,000
8,000 8,000
34,750
Carried to collection
34,750
107,400
360,950
201,570
704,670
-
-
- -
-
9,000 45,000
-
-
-
-
150 62,550
-
-
350 16,800
-
TOTAL FOR SUBSTRUCTURES CARRIED TO SUMMARY
124,350
900 135,000
-
-
-
500 9,000
-
-
-
-
-
280 21,560
280 36,400
280 14,560
280 53,200
180 27,000
296,720
-
180 9,180
-
500 18,000
Carried to collection
TOTAL FOR FRAME CARRIED TO SUMMARY
350 7,700
350 4,200
350 1,400
350 1,400
350 1,400
-
100 5,100
-
-
180 3,960
-
52,340
-
200 11,600
-
-
-
Carried to collection
11,600
296,720
52,340
11,600
360,660
-
-
-
-
-
-
1,100 215,600
215,600
-
-
-
600 37,200
-
-
-
5,000 65,000
Carried to Collection
TOTAL FOR ROOFING CARRIED TO SUMMARY
CARRIED TO SUMMARY
6,700 20,100
15,000 45,000
9,000 9,000
100 7,800
100 7,800
-
1,000 17,000
-
208,900
-
-
-
3,000 18,000
4,000 12,000
300 4,050
400 10,400
500 4,000
-
200 4,000
200 1,400
-
-
-
-
100 6,200
-
100 6,200
-
100 2,200
150 9,300
-
100 6,200
180 5,940
83,950
208,900
83,950
292,850
-
-
TOTAL FOR DOORS CARRIED TO SUMMARY
-
-
-
-
15,000 15,000
-
11,250 90,000
9,000 18,000
12,000 36,000
4,000 16,000
4,500 4,500
179,500
-
1,600 30,400
-
1,600 1,600
600 12,000
-
-
-
-
-
-
180 3,600
-
180 3,600
180 3,600
54,800
179,500
54,800
Carried to Collection
234,300
- -
-
-
-
- -
300 45,900
-
250 47,250
1,200 102,000
300 86,700
-
-
-
200 30,600
-
TOTAL FOR WINDOWS CARRIED TO SUMMARY
312,450
-
-
300 34,500
200 20,600
1,200 138,000
-
-
-
-
600 69,000
100 8,800
180 20,700
150 13,200
304,800
Carried to Collection
Carried to Collection
312,450
304,800
617,250
Rate Total
(Kshs)
2,500 10,000
1,500 42,000
100 6,000
800 6,400
800 6,400
500 4,000
150 1,800
150 12,000
TOTAL FOR FINISHES CARRIED TO SUMMARY
1,000 6,000
300 3,600
300 2,400
1,200 9,600
300 13,800
100 2,600
1,500 12,000
1,500 16,500
155,100
Rate Total
(Kshs)
600 13,200
100 2,400
200 4,800
100 1,200
1,200 21,600
180 17,280
Page 18
100 6,400
66,880
155,100
66,880
221,980
Rate Total
(Kshs)
662,670
124,350
360,660
215,600
198,150
234,300
617,250
221,980
Page 19
2,634,960
Rate Total
(Kshs)
5,000 15,000
5,001 5,001
5,000 40,000
5,000 15,000
2,000 4,000
1,000 8,000
1,000 4,000
1,000 2,000
200 400
Page 20
1,000 8,000
150 3,000
150 1,800
200 1,600
200 1,200
200 1,200
200 600
200 400
200 400
200 400
200 400
-
100,000
-
250 1,000
100
150 300
11,000 55,000
1,650
400 12,000
120
120 72,000
250
500 2,500
112,401
Page 21
Rate Total
(Kshs)
80,000 80,000
300 4,500
300 2,400
300 4,500
300 3,000
300 4,500
300 1,200
300 900
300 1,500
300 3,300
300 2,400
400 1,600
400 1,600
400 1,600
400 400
400 1,600
400 1,200
4,000 4,000
120,200
112,401
120,200
232,601
Rate Total
(Kshs)
100 2,700
200 6,200
300 7,500
1,000 1,000
300 4,800
300 9,300
2,000 2,000
2,000 2,000
200 4,400
8,000 8,000
9,000 54,000
Page 22
1,000 1,000
100 500
150 1,500
150 35,250
400 800
500 13,500
500 7,500
100 5,100
167,050
Rate Total
(Kshs)
1,000 18,000
1,100 49,500
300 15,000
300 17,400
300 8,100
200 1,200
400 2,400
500 3,000
800 4,800
800 4,800
300 7,200
9,000 9,000
9,000 9,000
300 600
300 900
300 1,800
150 11,250
150 4,500
168,450
Rate Total
(Kshs)
1,100 20,900
1,100 5,500
1,000 18,000
Rate Total
(Kshs)
1,800 43,200
1,800 18,000
1,800 10,800
1,800 9,000
1,800 5,400
300 2,100
300 2,100
800 1,600
800 4,000
900 11,700
900 900
Page 25
900 1,800
110,600
Rate Total
(Kshs)
1,000 48,000
1,000 30,000
1,000 30,000
900 900
900 900
3,000 3,000
112,800
110,600
112,800
223,400
Page 26
Provide a provisional sum of kenya shillingsfour hundred thousand only 400,000.00
Provide a provisional sum of kenya shillingsfour hundred fiftythousand only 150,000.00
Provide a provisional sum of kenya shillings two hundred thousand only 200,000.00
Rate Total
(Kshs)
889,500
2,634,960
232,601
444,500
223,400
4,424,961
707,994
for Contract Implementation and management Committee
AMOUNT IN WORDS …………………………………………………………………………………….
………………………………………………………………………………………………………………………
CONTRACTOR'S NAME : ………………………………………………………………………………………….
……………………………………………………………………………………………………………………………….
ADDRESS ………………………………………………………………………………………………………………..
SIGNATURE;……………………………………………………………………………………………………………
DATE: …………………………………………………………………………………………………………………..
NAME OF WITNESS ……………………………………………………………………………………………..
ADDRESS ………………………………………………………………………………………………………………..
SIGNATURE : …………………………………………………………………………………………………………….
DATE: …………………………………………………………………………………………………………………….
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