BILLS OF QUANTITIES FOR

CONSTRUCTION OF MODEL DISPENSARY BLOCK AT

MGUNGANI / SALAITA

CONSTRUCTION OF MODEL DISPENSARY BLOCK

Item DESCRIPTION QTY UNIT RATE TOTAL(KS

HS)

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

M.

N.

O.

P.

ELEMENT NO 1:

SUBSTRUCTURE (ALL

PROVISIONAL):

Excavation and Earthworks:-

Excavate over site average 200mm deep

and cart away.

Excavate trench for strip foundation not

exceeding 1.5 m deep.

Return fill and ram.

Cart away surplus excavated materials

Allow for planking& strutting

Allow for keeping excavations free from

water.

HARDCORE:-

300 mm thick approved hardcore

50mm thick murram blinding

Treat hardcore surface with approved

insecticide.

Concrete works :-

Plain concrete ( 1: 4: 8) in :-

Plain concrete (1:4:8) in 50mm blinding

under strip foundation.

Vibrated reinforced concrete (1: 2: 4)

in:-

Strip foundation

100mm surface bed

Sawn formwork to edges of surface bed 75-

150mm high.

High yield reinforcement bars to B.S

4463

8mm diameter bars

10mm ditto

BRC Mesh type A-142

253

109

50

59

1

1

202

202

202

98

20

202

72

205

768

202

SM

CM

CM

CM

ITEM

ITEM

SM

SM

SM

SM

CM

SM

LM

KG

KG

SM

30

250

100

150

1000

1000

450

75

200

450

1,100

1,100

100

130

13

7,590

27,250

5,000

8,850

1000

1000

90,900

15,150

40,400

44,100

220,000

222,200

7,200

26,650

99,840

70,700

Carried to collection 887,830

DISP/1

Ite

m

DESCRIPTION QTY UNIT RATE TOTAL(KS

HS)

A.

B.

C

D.

E.

F.

G.

H.

Sub wall:-

200mm natural stone walling in cement

sand (1:3) mortar.

Damp proof course:-

200mm wide Hessian based bituminous

felt DPC.

150mm ditto

Damp proof membrane

500 gauge polythene sheet DPM

Plinth

15mm thick cement sand (1:3) plaster

on plinth walls.

Prepare and apply undercoat and two

coats first quality Bituminous paint on

plinth walls.

Paving slabs around the building:-

600x600x50mm precast concrete

paving slabs including 250mm murram

and 50mm sand bed.

Ramp:-

Construct ramp 3,600mm

longx1,800mm wide x1500 average

high.

196

155

10

202

12

12

43

1

SM

LM

LM

SM

SM

SM

SM

NO

1,400

100

90

100

250

200

1,200

30,000

274,400

15,500

900

20,200

3,000

2,400

51,600

30,000

Carried to collection 398,000

Collection:-

Brought forward from page DISP/1

Brought down from page above

887,830

398,000

TOTAL OF SUBSTRUCTURE

CARRIED TO SUMMARY 1,285,830

DISP/2

Ite

m

DESCRIPTION QTY UNIT RATE TOTAL(KS

HS)

A.

B.

C.

D.

ELEMENT NO.2

FRAME

Vibrated reinforced (1:2:4) in ringbeam.

Formwork to sides and soffites of ring

beam.

High yield reinforcement bars:-

8mm diameter bars

12mm ditto

10

104

342

612

CM

SM

KG

KG

11,000

400

130

130

110,000

43,600

44,460

79,560

TOTAL OF FRAME CARRIED TO

SUMMARY

498,400

E.

F.

ELEMENT NO.3

WALLING

200mm natural stone walling in cement

sand (1:3) mortar

15mm ditto

356

24

SM

SM

1,400

1,300

498,400

31,200

TOTAL OF WALLING CARRIED

TO SUMMARY

529,600

DISP/3

Item DESCRIPTION QTY UNIT RATE TOTAL(KS

HS)

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

M.

N.

O.

P.

Q.

ELEMENT NO 4:-

ROOFING:-

Sawn treated cypress:-

150x50mm rafters

150 x50mm tie beams

150 X 50 ties and struts

75x50 purlins

100 x 50mm wall plate bolted to ring beam

at 1.5M centres

200 x 25mm wrot cypress fascia and barge

board.

Roof coverings:-

28 gauge pre-painted box profile roofing

sheets nailed to purlins.

Matching ridge hip and valley caps.

Rain water Harvesting:-

150mm PVC gutter fitted to fascia board.

Extra over ditto for bends

Ditto for spigot outlets

100mm diameter PVC pipes

Extra –over ditto for bends

10,000 litres capacity cold water storage

tank as KENTANK or equal and approved.

2.5mm diameter CP high masonry ground

tank base.

15mm diameter CP Bib tap.

Painting

Prepare and apply undercoat and two coats

first quality oil paint on fascia board 200-

300mm girth.

245

144

285

334

73

75

263

47

75

8

2

10

8

1

1

1

75

LM

LM

LM

LM

LM

LM

SM

LM

LM

NO

NO

LM

NO

NO

NO

NO

LM

400

400

250

200

250

270

1,200

250

450

250

250

600

250

100,000

30,000

1,500

50

98,000

57,600

71,250

66,800

18,250

20,250

315,600

11,750

33,750

2,000

500

2,000

6,000

2,000

100,000

1,500

3,750

TOTAL OF ROOFING CARRIED TO

COLLECTION

839,000

DISP/4

Ite

m

DESCRIPTION QTY UNIT RATE TOTAL(KS

HS)

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

M.

N.

ELEMENT NO 5:-

DOORS:-

Wrot Hardwood:-

150 x 50mm rebated door frame

45 x 20mm architrave with one labour

25mm quadrant mould

50mm thick solid paneled door size 900

x 2100mm divided into 6 no raised and

fielded panels

45mm semi solid core flush door size

900 x 2100mm

Fan light:-

5mm clear glass fixed with hardwood

glazing beads.

Iron mongery as “ UNION” or equal

and approved with matching screws:-

100mm brass butt hinges

Three lever mortice locks.

Two lever mortice locks

32 mm diameter rubber door stops

fixed with raw bolt.

75 mm long brass tower bolts

Painting:-

Prepare and apply undercoat and two

coats first quality gloss oil paint on:-

General surfaces of timber.

Surfaces 200-300mm girth.

Surface not exceeding 100mm girth.

110

110

110

14

2

7

24

7

9

16

2

60

110

110

LM

LM

LM

NO

NO

SM

PRS

NO

NO

NO

NO

SM

LM

LM

850

150

100

18,000

4,000

12,000

300

3000

2,800

150

200

200

50

30

93,500

16,500

11,000

252,000

8,000

8,400

7,200

21,000

25,200

2,400

400

12,000

5,500

3,300

TOTAL OF DOORS CARRIED TO

SUMMARY

466,400

DISP/5

Item DESCRIPTION QTY UNIT RATE TOTAL(KS

HS)

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

M.

N.

ELEMENT NO 6:-

WINDOWS:-

Standard mild steel window casement

complete with hinges stays, fasteners ,

permanent vents with mosquito gauze

assembled and fixed to opening including

cutting and pinning higs to concrete or

block work sorround and bedding frame

in cement sand (1: 3) mortar:-

Window size 600mmx600mm

Window size 900x600mm.

Window size 1,200x600mm

Window size 1,200x1,500mm

Window size 1,500x1500mm

Glazing

5mm clear glass and glazing with metal

putty in panes 0.1-0.5m2.

Ditto obscure glass.

Pelment boxes

150x25mm fascia.

150x150mm x25mm front.

25X25mm bearers plugged

150x150x25mm end stops.

“I” Section aluminum curtain rail.

Painting:-

Prepare and apply primer and two coats

gloss oil paint windows.

Prepare and apply undercoat and two coats

first quality gloss oil paint 200-300mm

girth.

3

1

2

5

11

36

1

27

27

27

32

27

74

54

NO

NO

NO

NO

NO

SM

SM

LM

LM

LM

NO

LM

SM

LM

4,000

4,500

7,000

8,000

9,500

1,200

1,400

450

450

100

100

450

200

50

12,000

4,500

14,000

40,000

104,500

43,200

1,400

12,150

12,150

2,700

3,200

12,150

14,800

2,700

TOTAL OF WINDOWS CARRIED TO

SUMMARY

279,450

DISP/6

Item DESCRIPTION QTY UNIT RATE TOTAL(KS

HS)

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

M.

N.

O.

P.

ELEMENT NO 7:-

FIXTURES & FITTINGS:-

Store shelving’s

Plain concrete (1:3:6) in 100mm plinth.

Form work to edge of plinth 75-150mm

high.

Wrot hardwood;-

75x50mm rebated door frame.

50x25mm shelf bearers

25mm block board shelves.

Ditto divisions

25mm blockboard door veneered on one

side with mahogany.

Iron mongery with matching screws:-

Brass piano hinges.

100mm long brass pull handles.

Approved ball catches.

Clothes hanging lines

50mm diameter mild-steel pipes.

Mass concrete (1:3:6) in bases.

8 gauge plain wire set tight between pipes.

Painting:-

Prepare and apply undercoat and two coats

gloss oil paint on general surfaces.

Ditto 200-300mm girth.

Ditto 50mm diameter pipes

4

7

26

45

17

11

21

21

7

7

44

2

54

98

48

44

SM

LM

LM

LM

SM

SM

SM

LM

NO

NO

LM

CM

LM

SM

LM

LM

900

100

450

150

1,500

1,500

2,800

300

150

150

500

9,000

20

200

50

40

3,600

700

11,700

6,750

25,500

16,500

58,800

6,300

1,050

1,050

24,200

18,600

1,080

19,600

2,400

1,760

TOTAL OF FIXTURES & FITTING

CARRIED TO SUMMARY

198,990

DISP/7

Item DESCRIPTION QTY UNIT RATE TOTAL(KS

HS)

A.

B.

C.

D.

E.

F.

G.

H.

I.

J

K.

L.

M.

N.

O.

P.

ELEMENT NO. 8:-

FINISHES:

Wall finishes:-

15mm thick cement sand (1:3) plaster on

walls internally.

Ditto on beams and columns externally.

8mm ceramic wall tiles.

Extra-over walling for forming neat

recessed joints externally.

Floor finishes

32mm thick cement sand ( 1:3) floor screed

to receive floor tiles.

8mm thick ceramic floor skirting tiles.

8x100mm ceramic skirting.

Ceiling finishes:-

50x50mm sawn treated cypress branding.

75x50mm ditto

12mm thick chipboard ceiling

75x20mm wrot cypress cornice.

Extra over for 800x800mm trap door.

Painting:-

Prepare and apply undercoat and two coats

first quality plastic emulsion paint on walls

internally.

Ditto externally.

Cement bagwash to walls externally.

Prepare and apply three coats plastic

distemper on ceiling board.

574

50

30

168

202

202

205

372

372

202

205

1

574

50

168

202

SM

SM

SM

SM

SM

SM

LM

LM

LM

LM

SM

NO

SM

SM

SM

SM

250

250

1,200

220

350

1,200

120

150

200

600

100

1000

200

200

220

200

143,500

12,500

36,000

36,960

70,700

242,400

24,600

55,800

74,400

121,200

20,500

1000

114,800

10,000

36,960

40,400

TOTAL OF FINISHES CARRIED TO

SUMMARY

1,041,720

DISP/8

SUMMARY

Item DESCRIPTION TOTAL(KSHS)

A.

B.

C.

D.

E.

F.

G.

H.

Substructure from page DISP/2

Frame from page DISP/3

Walling from page DISP/3

Roofing from page DISP/4

Doors from page DISP/5

Window from page DISP/6

Fixtures & Fittings from page DISP/7

Finishes from page DISP/8

1,285,830

277,620

529,600

839,000

466,400

279,450

198,990

1,041,720

TOTAL OF BUILDER’S WORK CARRIED TO MAIN SUMMARY

4,918,610

DISP/9

PRIME COST AND PROVISIONAL SUMS:-

Ite

m

DESCRIPTION TOTAL(KSHS)

A.

B.

C.

D.

E.

F.

G.

H.

I

PRIME COST SUMS:-

Provide a prime sum of Kshs 400,000 for plumbing installation.

Provide a prime cost sum of Kshs 450,000 for electrical works.

Provide a prime cost sum of Kshs 500,000 for sluice room fittings.

Provide a prime cost sum of Kshs 650,000 for incinerator and ash pit.

PROVISIONAL SUMS:-

Provide a provisional sum of Kshs 200,000 for contingencies.

Provide a provisional sum of Kshs 100,000 for project manager.

Provide a provisional sum of Kshs 600,000 for external drainage septic

tank and soak pit.

Provide a provisional sum of Kshs 200,000 for placenta pit

Provide a provisional sum of Kshs 100,000 for the project

implementation Committee.

TOTAL OF BUILDER’S WORK CARRIED TO MAIN

SUMMARY

PS/1

MAIN SUMMARY:-

Ite

m

DESCRIPTION TOTAL(KS

HS)

A.

B.

Builders work from page DISP/9

P.C & Provisional sums from page PS/1

3,100,000

Sub total

…………………………………………………………………………………

Add 16%

VAT……………………………………………………………………………

TOTAL CARRIED TO QUOTATION FORM

AMOUNT IN

WORDS…………………………………………………………………………………………

…………………………………………………………………………………………………

CONTRACTOR’S

NAME…………………………………………………………………………………………

…………………………………………………………………………………………………

ADDRESS………………………………………………………………………………………

SIGNATURE…………………………………………………………..DATE………………

NAME OF

WITNESS………………………………………………………………………………………

ADDRESS………………………………………………………………………………………

SIGNATURE…………………………………………………………..DATE………………

MS/1