BQ FOR MARUNGU MATERNITY ITEMDESCRIPTION QTY UNIT ELEMENT … COMPLETI… · · 2016-10-05BQ FOR...

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


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


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


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


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


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


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.


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


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


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


On Metal work


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


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



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



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


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


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


Page 21


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


COLLECTION: -



TOTAL OF MECHANICAL WORKS,



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



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



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


COLLECTION: -




TOTAL OF EXTERNAL WORKS,

CARRIED TO SUMMARY


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

L 30A SP 2 No



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


COLLECTION: -



TOTAL OF ELECTRICAL INSTALLATION,


page 27

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


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


360,950

100 4,800

-

1,100 106,700

-

-

100 11,500

-

100 8,100

-

250 4,750

-


-

-

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


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


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

-

-

-


11,600

296,720

52,340

11,600

360,660

-

-

-

-

-

-

1,100 215,600

215,600

-

-

-

600 37,200

-

-

-

5,000 65,000


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


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



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

400 18,800

400 18,800

3,000 15,000

2,000 10,000

2,000 2,000

109,000

167,050

168,450

109,000

444,500

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: …………………………………………………………………………………………………………………….

BQ FOR MARUNGU MATERNITY ITEMDESCRIPTION QTY UNIT ELEMENT … COMPLETI… · · 2016-10-05BQ FOR...

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