ITEMDESCRIPTION QTY UNIT RATE K.SHS ELEMENT NO. 1 SUBSTRUCTURES (ALL PROVISIONAL) BQ... · ·...

ITEMDESCRIPTION QTY UNIT RATE K.SHS

ELEMENT NO. 1

SUBSTRUCTURES (ALL PROVISIONAL)

Site clearance

A Clear the site off grass, shrubs and all vegetation; cart

away as directed 175 sm 20 3,500

-

B Excavate vegetable soil average 150mm deep and cart

away as directed 175 sm 100 17,500

-

Excavation -

C Excavate for strip foundation starting from reduced

level not exceeding 1.50 meters deep and cart away as

directed78 cm 200 15,600

-

E Return, fill-in and rum selected excavated material 36 cm 100 3,600

-

F Remove and cart away from site surplus excavated

material as directed 42 cm 500 21,000

-

Diposal of water -

G Keeping all excavations free from all water including

spring or running water Item 5,000

-

Planking and strutting -

H Uphold the sides of all excavations Item 5,000

Filling

J Hardcore filling in making up levels exceeding

300mm thick, depositing and compacting in layers of

125mm maximum thickness 35 cm 1,000 35,000

-

K 50mm thick murram blinding to surfaces of fill6 cm 200 1,200

107,400 Carried to collection

Page 1


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 100 11,500

-

Concrete -

B 50mm thick mass concrete class Q (1:3:6) to bottoms

of foundations 51 sm 400 20,400

-

Insitu concrete; reinforced; class 20 / (20mm);

vibrated -

C Foundations in trenches irrespective of thickness

11 cm 9,000 99,000

-

D 150mm thick bed 115 sm 1,200 138,000

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 150 33,000

F Y12mm bars links 202 kg 150 30,300

G Mesh reinforcement in slabs Ref. No. A142 including

laps.115 sm 250 28,750


Page 2


Sawn formwork to insitu concrete as described:-

B Edges of ground floor slab; 75 to 150mm wide

48 lm 100 4,800

Walling -

C 200mm thick approved local natural stone; roughly

squared to foundation walling; bedding and jointing in

cement sand (1:3) mortar 97 sm 1,100 106,700

-

Damp proofing -

D Polythene; 500 gauge, 150mm laps (no allowance

made to laps), horizontal; 1 no. layer laid on murram

blinding 115 sm 100 11,500

-

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 100 8,100

-

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 250 4,750

-

Prepare and apply three coats black bituminous

paint on:- -

-

G Rendered plinths, externally. 19 sm 180 3,420

-

H 600x600mm precast concrete paving slabs laid on and

including 50mm sand bed and 100mm marram base. 29 sm 700 20,300

I Ditto connecting new building and existing building 60 Sm 700 42,000


Page 3


Ramp

A Excavate oversite average 200mm 3 sm 100 300

B Excavate trench for edge wall 3 cm 200 600

C Concrete 1;3;6 mix foundations 1 cm 8,000 8,000

D 200mm masonary wall 10 sm 1,100 11,000

E 300mm approved hardcore 3 sm 200 600

-

F 50mm blinding 3 Sm 200 600

-

G Insecticide treatement 3 sm 100 300

H Reinforced concrete 1;2;4 150mm 3 sm 1,200 3,600

I BRC A65 3 sm 250 750

J Formwork to edges 75 - 150mm high 10 lm 100 1,000

Steps

K Mass concrete 1;3;6 in steps 1 cm 8,000 8,000

TOTAL KSH 34,750

COLLECTION

From above 34,750

From Page 1 107,400

From page 2 360,950

From page 3 201,570

704,670 TOTAL FOR SUBSTRUCTURES CARRIED TO SUMMARY

Page 4


ELEMENT NO. 2 -

-

RING BEAM - -

Insitu concrete; reinforced; class 20 / (20mm);

vibrated -

A Beams and columns 5 cm 9,000 45,000

-

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 150 62,550

-

Sawn formwork to insitu concrete as described:--

C To sides and soffits of beams

48 sm 350 16,800

-

-

-

124,350 TOTAL FOR FRAME CARRIED TO SUMMARY

Page 5


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 900 135,000

-

Accessories, fixing as necessary to roof -

-

B Ridge cap 18 lm 500 9,000

-

CARPENTRY -

-

The following in sawn celcured cypress -

-

C 150 x 50mm sawn cypress tie beam 77 lm 280 21,560

D 150 x 50mm rafters 130 lm 280 36,400

E 100 x 50mm wall plate rag-bolted at 1500mm centres

with 12mm diameter bolts.52 lm 280 14,560

G 100 x 50mm sawn cypress struts 190 lm 280 53,200

H 50 x 75mm sawn cypress purlins 150 lm 180 27,000


Page 6


Wrot cypress, prime grade -

A 225 x 25mm thick fascia board51 lm 180 9,180

-

26 gauge plain sheet gutter 450mm girth fixed with

brackets 36 lm 500 18,000

pvc gutter clips22 No 350 7,700

Ditto down pipe 12 lm 350 4,200

Extra over for closed end gutters 4 No 350 1,400

Ditto spygot 4 No 350 1,400

Ditto for swyn neck 4 No 350 1,400

Prepare and apply three coats oil paint full gloss to

timber surfaces: --

B 200 -300mm girth.

51 lm 100 5,100

-


metal surfaces: - -

B General surfaces22 sm 180 3,960

-


Page 7


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 200 11,600

-

On Metal work -

-

11,600 Carried to Collection

Page 8


COLLECTION

From page 6 296,720

From page 7 52,340

From page 8 11,600

360,660 TOTAL FOR ROOFING CARRIED TO SUMMARY

Page 9


-

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 1,100 215,600

215,600 CARRIED TO SUMMARY

TOTAL FOR EXTERNAL & INTERNAL WALLING

Page 10


ELEMENT NO. 5

DOORS

-

Wrot celcured cypress framed frames and

framings -

-

A 150 x 50 mm; 2 No. labours; plugged door frame62 lm 600 37,200

-

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 5 No. 5,000 25,000

C Ditto double leaf 1200x2100 2 No. 6,700 13,400

D 25mm equal double leaf metal door overal size 1500

x 2100mm in 1200x2700mm metal frame complete

with approved iron mongery 1 No. 15,000 15,000

E Ditto single leaf size 900x2100mm in 900x2700mm

frame ditto. 1 No. 9,000 9,000

Architrave 50x20mm 62 lm 100 6,200

Quardrants 50x20mm 62 No. 100 6,200

Glazing -

A 4mm Thick clear sheet glass panes over 0.1 but not

exceeding 0.5 square meters; fixing with putty12 sm 1,000 12,000

-

-

Carried to Collection 124,000

Page 11


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. 3,000 18,000

B Ditto rebated 3 No. 4,000 12,000

C Brass coated 100mm butt hinges 13.5 prs 300 4,050

D Kik plate 900x150mm 10 No. 400 4,000

E Ditto 1500x150mm 4 No. 500 2,000

-

F Rubber door stop complete with 38 mm rawl bolt13 No. 200 2,600

G Heavy duty tower bolt 100mm long 7 No. 200 1,400

Painting and Decorations -

-

On Metal work -

Prepare and apply alluminium wood primer to

back of wood surfaces ;--

H Not exceeding 100mm girth 62 lm 100 6,200

Prepare and apply alluminium wood primer to

back of wood surfaces ;- -

I Not exceeding 100mm girth 62 lm 100 6,200

Aluminium primer or other equal and approved

metal surfaces before fixing: --

J General Surfaces 22 sm 100 2,200

K Backs of frame, board, etc over 100mm but not

exceeding 200mm girth 62 lm 150 9,300

Prepare and apply three coats polyurethane clear

varnish on woodwork internally -

L Frames; over 200mm but not exceeding 300mm girth 62 lm 100 6,200

M General surface. 33 lm 180 5,940

Carried to collection 74,150

COLLECTION

From page 11 124,000

From above 74,150

198,150 TOTAL FOR DOORS CARRIED TO SUMMARY

Page 12


ELEMENT NO. 6 -

WINDOWS

-

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.-

-

Steel; for glazing with putty, lugs to two jambs, cutting

and pinning to concrete or blockwork, fixing to head

and sill with screws; plugging -

-

A 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

mongery1 No 15,000 15,000

-

B Ditto 900x1500mm ditto. 8 No 11,250 90,000

C Ditto 1200x1200mm ditto 2 No 9,000 18,000

D Ditto 1200x900mm window. 3 No 12,000 36,000

E Ditto 500x1200mm window 4 No 4,000 16,000

E Ditto 900x600mm window 1 No 4,500 4,500

Carried to Collection 179,500

Page 13


Glazing -

A 5mm Thick clear sheet glass panes over 0.1 but not

exceeding 0.5 square meters; fixing with putty19 sm 1,600 30,400

-

Ditto obscure. 1 sm 1,600 1,600

Pelmet box. 20 lm 600 12,000

-

Painting and Decorations -

-

On Metal work -

-


Crown Solo or other equal and approved to: --

B General window surfaces; over 300mm girth metal

surface internally 20 sm 180 3,600

-

C General window surfaces; over 300mm girth ditto

external20 sm 180 3,600

D Ditto to Pelmet boxes20 lm 180 3,600

54,800

COLLECTION


From above 54,800

234,300

Carried to Collection

TOTAL FOR WINDOWS CARRIED TO SUMMARY

Page 14


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 300 45,900

-

A Walls; internal.189 sm 250 47,250

Wall ceramic tiles85 sm 1,200 102,000

B Extra over horizontal pointing in 10mm thick rod in

cement and sand (1:3) mortar to external wall 289 sm 300 86,700

Painting and decorations -

-

Prepare and apply three coats of first quality

plastic emulsion paint to: --

C Plastered walls and beams 153 sm 200 30,600

-

-


Page 15


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 300 34,500

B Skirtings; 100mm wide with rounded junction with

wall finish and straight junction with floor finish 103 lm 200 20,600

Ceramic non-slip floor tiles 115 sm 1,200 138,000

-

-

CEILING FINISHES -

-

C 12mm ceiling lining on brandering (measured

separately) set out in symmetrical panels with V-

joints including brandering 115 sm 600 69,000

D Ditto 12mm cornices 50mm high plugged. 88 lm 100 8,800

Sawn cypress timber.

Prepare and Apply Three Coats washable

distemper.

H Celotex ceiling and cornices internally. 115 sm 180 20,700

J Ditto for surfaces not exceeding 100mm girth 88 lm 150 13,200


Page 16


COLLECTION



617,250 TOTAL FOR FINISHES CARRIED TO SUMMARY

Page 17


Item Description Qty Unit Rate Total

No (Kshs)

ELEMENT NO. 8: -

FIXTURES AND FITTINGS: -

Notice Board; framed 38 x 20mm framing

recessed: -

A Notice Board size 2400 x 1200mm 1 No 2,500 2,500

Shelves: -

B 200mm plain Block Board 28 Sm 1,500 42,000

C 25 x 20mm cypress bearers 60 Lm 100 6,000

Worktops and Base cabinets: -

D Plain concrete (1:3:6) in 100mm plinth 8 Sm 800 6,400

E Reinforced concrete (1:2:4) in 100mm thick worktop 8 Sm 800 6,400

F Formwork to soffites of worktop 8 Sm 500 4,000

G Ditto edges 75 - 150mm high 12 Lm 150 1,800

H 10mm diameter high yield reinforcement bars 80 Kg 150 12,000

I 150mm natural stone dwarf wall 6 Sm 1,000 6,000

J 15mm thick cement sand (1:3) plaster on dwarf wall 12 Sm 300 3,600

K Ditto on worktop 8 Sm 300 2,400

L Ceramic tiles on worktop 8 Sm 1,200 9,600

Wrot hardwood: -

M 75 x 50mm rebated door frame 46 Lm 300 13,800

N 25 x 50mm shelf bearers 26 Lm 100 2,600

O 25mm Block Board shelves 8 Sm 1,500 12,000

P Ditto doors 11 Sm 1,500 16,500


Page 18

Page 18



No (Kshs)

A Brass piano Hinges 22 Lm 600 13,200

B 100mm cupboard pull handles 24 No 100 2,400

C Approved ball catches 24 No 200 4,800

D Cupboard locks 12 No 100 1,200

Rail curtain Boxes: -

E Curtain boxes as before described 18 Lm 1,200 21,600

F Prepare and apply undercoat and two coats oil paint

on general surfaces of timber 96 SM 180 17,280

G Ditto 200 - 300mm girth 64 Lm 100 6,400

Carried to collection below 66,880

COLLECTION: -

Brought forward from page 19 147,600

Brought down from above 66,880

TOTAL OF FIXTURES AND FITTINGS,

CARRIED TO SUMMARY 214,480

Page 19

Page 19



No (Kshs)

SUMMARY: -

1 SUBSTRUCTURE FROM PAGE 4 662,670

2 RING BEAM FROM PAGE 5 124,350

3 ROOFING FROM PAGE 9 360,660

4 WALLING FROM PAGE 10 215,600

5 DOORS FROM PAGE 12 198,150

6 WINDOWS FROM PAGE 14 234,300

7 FINISHES FROM PAGE 17 617,250

8 FITTINGS FROM PAGE 19 214,480

TOTAL OF BUILDER'S WORK,

CARRIED TO MAIN SUMMARY 2,627,460

Page 20

Page 20



No (Kshs)

MECHANICAL WORKS: -

Sanitary fittings: -

A Squatting type wc including all fittings as described 1 No 5,000 5,000

B Wash hand basin size 560 x 405 including all fittings 1 No 5,000 5,000

C Stainless steel sink including all fittings 2 No 5,000 10,000

D Concealed chrome plated shower mixer for hot and

cold water 1 No 2,000 2,000

E Robe hooks 6 No 1,000 6,000

F Toilet roll holders 1 No 1,000 1,000

G Soap dishes 1 No 1,000 1,000

H 19mm diameter towel rail 1 No 200 200

I 6mm mirror - 610 x 457mm 1 No 1,000 1,000

Plumbing works: -

J 15mm PPR pipe 20 Lm 150 3,000

K 20mm ditto 12 Lm 150 1,800

Extra-over pipe work for: -

L 15mm bends 8 No 200 1,600

M 20mm bends 6 No 200 1,200

N 20 x 15 x 15mm tees 6 No 200 1,200

O 20 x 25 x 15mm tees 3 No 200 600

P 25 x 25 x 15mm tee 2 No 200 400

Q 25mm gate valve 2 No 200 400

R 20mm union 2 No 200 400

S 15mm ditto 2 No 200 400

T 1000litres plastic water tank ROTO or equal and

approved 1 No 10,000 10,000


Page 21

Page 21



No (Kshs)

Sluice unit: -

A Supply and deliver a standard sluice unit comprising of

ceramic slab, ceramic soakage basin and bed pan washer

including all the necessary fittings 1 No 80,000 80,000

Internal Drainage: -

B 100mm UPVC pipe "Golden Brown" 15 Lm 300 4,500

C Ditto "grey" 8 Lm 300 2,400

D 50mm ditto 15 Lm 300 4,500

E 40mm ditto 10 Lm 300 3,000

F 32mm ditto 15 Lm 300 4,500

G 100mm diameter bends 4 No 300 1,200

H 40mm ditto 3 No 300 900

I 50mm ditto 5 No 300 1,500

J 32mm ditto 11 No 300 3,300

K 50mm tee 8 No 300 2,400

L 50 x 40mm reducer 4 No 400 1,600

M 40 x 32mm ditto 4 No 400 1,600

N 100mm vent cowl 4 No 400 1,600

O 100mm weather apron 1 No 400 400

P 100mm gulley trap 4 No 400 1,600

Q 100 x 50mm floor trap 3 No 400 1,200

R Allow for testing and comissioning 1 Item 4,000 4,000


COLLECTION: -



TOTAL OF MECHANICAL WORKS,

CARRIED TO MAIN SUMMARY 172,400

Page 22

Page 22



No (Kshs)

EXTERNAL WORKS: - (PROVISIONAL): -

Septic tank: - (30 cubic metres): -

A Excavate over site average 150mm deep 27 Sm 100 2,700

B Excavate pit not exceeding 1.5m deep 31 Cm 200 6,200

C Ditto 1.5 - 3.0m deep 25 Cm 300 7,500

D Extra-over for excavating in rock 1 Cm 1,000 1,000

E Return fill and ram 16 Cm 300 4,800

F Load and cart away excavated material 31 Cm 300 9,300

G Allow for keeping excavations free from water 1 Item 2,000 2,000

H Allow for planking and strutting 1 Item 2,000 2,000

I 50mm class 15 concrete (1:4:8) as described to base

of septic tank 22 Sm 200 4,400

J Mass concrete mix (1:2:4) in 75mm haunching in

inspection chamber 1 Cm 8,000 8,000

K Reinforced concrete class 20 in 150mm thick slab

(surface bed and cover slab) 6 Cm 9,000 54,000

L 150mm baffle wall 1 Cm 1,000 1,000

Insecticide treatment: -

M Approved insecticide treatment 5 Sm 100 500

Reinforcement: -

N 8mm diameter bars 10 Kg 150 1,500

O 10mm ditto 235 KG 150 35,250

P BRC type A142 2 Sm 400 800

Sawn formwork to: -

Q Soffites of suspended slab 27 Sm 500 13,500

R Sides of baffle walls 15 Sm 500 7,500

S Edges of slab 75-150mm high 51 Lm 100 5,100


Page 23



No (Kshs)

Walling: -

A 150mm natural stone walling in cement sand (1:3)

mortar 18 Sm 1,000 18,000

B 200mm ditto 45 Sm 1,100 49,500

C 25mm thick external plaster to septic tank 50 Sm 300 15,000

D 20mm internal wall plaster to septic tank 58 Sm 300 17,400

E 32mm floor screed to septic tank 27 Sm 300 8,100

Soak pit: -

F Excavate pit not exceeding 1.5m deep 6 Cm 200 1,200

G Ditto 1.5 - 3.0m deep 6 Cm 400 2,400

H Ditto 3.0 - 4.5m deep 6 Cm 500 3,000

I Ditto 4.5 - 6.0m deep 6 Cm 800 4,800

J Ditto 4.5 - 6.0m deep 6 Cm 800 4,800

K Load and cart away excavated material 24 Cm 300 7,200

L Reinforced concrete (1:2:4) in stripfoundation 1 Cm 9,000 9,000

M Ditto in 150mm cover slab 1 Cm 9,000 9,000

Sawn formwork to: -

N Sides of foundation 2 Sm 300 600

O Soffites of suspended slab 3 Sm 300 900

P Edges of ditto 75-150mm high 6 Lm 300 1,800

High yield reinforcement bars: -

Q 12mm diameter bars 75 Kg 150 11,250

R 10mm ditto 30 Kg 150 4,500


Page 24



No (Kshs)

A 200mm masonry walling in cement sand (1:3) mortar 19 Sm 1,100 20,900

B 20mm external plaster to soakpit 5 Sm 1,100 5,500

C Approved hardcore back fill 18 Cm 1,000 18,000

Waste pipes: -

D Excavate trench for 100mm diameter waste pipe

average 1000mm deep 47 Cm 400 18,800

E 100mm diameter heavy duty UPVC pipe 47 Lm 400 18,800

Inspection chambers: -

F Construct inspection chamber size 450 x 600mm

internal dimensions as described 5 No 3,000 15,000

Pre-cast concrete chamber covers: -

G Pre-cast and install reinforced concrete (class 20)

chamber cover size 500 x 550mm as described 5 No 2,000 10,000

H Allow for testing the drainage system 1 Item 2,000 2,000


COLLECTION: -




TOTAL OF EXTERNAL WORKS,

CARRIED TO SUMMARY 444,500

Page 25

Page 25



No (Kshs)

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 1,800 43,200

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 1,800 18,000

C 100W, Spherical screw neck fitting as thorn cat.

MTC110 or approved equivalent 6 No 1,800 10,800

D 100W Bulkhead tungsten fittings as thorn cat No. OLG

1100 or approved equivalent 5 No 1,800 9,000

E Emergency lights non-maintained as thorn cat 3 No 1,800 5,400

F Socket outlet points in 3x2.5mm sq copper cables in

concealed HG conduits in RING 7 No 300 2,100

G 13A single switched sockets ivory type as MK range

or approved equivalent in item 1.3 above 7 No 300 2,100

H Lighting switches 5A moulded case as MK range or

approved equivalent three gang one way 2 No 800 1,600

I One gang one way 5 No 800 4,000

J 6 Way 100A SP & N Consumers unit as Crabtree cat

or approved equivalent flush mounted 13 No 900 11,700

MCB's

K 10A SP 1 No 900 900

L 30A SP 2 No 900 1,800


Page 26

Page 26



No (Kshs)

M Sub-mains in 3 x 10mm2 single core Copper cables in

32mm DIA HG conduits 48 M 1,000 48,000

N 2 Core 10mm2 PVC/SWA/PVC copper cable 30 M 1,000 30,000

O Trenching, tiling and backfilling 30 M 1,000 30,000

P Loop-in-box as MOW standards single phase 1 No 900 900

Q Cut-outs SP complete with Lucy connectors 60/80A 1 No 900 900

R Earthing at Loop-in-Box MOW requirements 1 Lot 3,000 3,000


COLLECTION: -



TOTAL OF ELECTRICAL INSTALLATION,

CARRIED TO MAIN SUMMARY 223,400

page 27

Page 27


P.C. and PROVISIONAL SUMS

A Provide a provisional sum of kenya shillingsfour hundred thousand only 400,000.00

for contigencies

B Provide a provisional sum of kenya shillingsfour hundred thousand only 100,000.00

for project management

C Provide a provisional sum of kenya shillings three hundred thousand only 300,000.00

for special medical sanitary fittings

TOTAL FOR P.C. AND PROVISIONAL

SUMS CARRIED TO MAIN SUMMARY

150,000.00

PS/1

Page 28



No (Kshs)

MAIN SUMMARY: -

A PRELIMINARIES 889,500

B BUILDERS WORK FROM PAGE 20 2,627,460

C MECHANICAL WORKS FROM PAGE 23 172,400

D EXTERNAL WORKS FROM PAGE 25 444,500

E ELECTRICAL INSTALLATION WORKS FROM

PAGE 27 223,400

F PC AND PROVISIONAL SUMS

SUB-TOTAL 4,357,260

ADD 16% VAT 697,162

TOTAL CARRIED TO FORM OF TENDER

AMOUNT IN WORDS …………………………………………………………………………………….

………………………………………………………………………………………………………………………

CONTRACTOR'S NAME : ………………………………………………………………………………………….

……………………………………………………………………………………………………………………………….

ADDRESS ………………………………………………………………………………………………………………..

SIGNATURE;……………………………………………………………………………………………………………

DATE: …………………………………………………………………………………………………………………..

NAME OF WITNESS ……………………………………………………………………………………………..

ADDRESS ………………………………………………………………………………………………………………..

SIGNATURE : …………………………………………………………………………………………………………….

DATE: …………………………………………………………………………………………………………………….

MS/1

Page 29

Date post:	12-Apr-2018
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ITEMDESCRIPTION QTY UNIT RATE K.SHS ELEMENT NO. 1 SUBSTRUCTURES (ALL PROVISIONAL) BQ... · ·...

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