1

ITEM DESCRIPTION UNIT

FLOOR FINISHES

12mm thick screed backing to A receive ceramic tiles (m/ s) SM

300 x 300 x 6 mm thick non-slip

plainceramic floor tiles as 'Saj

Ceramic' or equal and approved

B to Engineers instructions

SM

C Ditto but 100 mm Skirting LM

Prenare and annlv three coats 1st

grade exterior guality �lastic

emulsion �aint: to

D Rendered walls, columns and

SM beams

TOTAL FOR FINISHES

CARRIED TO MAIN SUMMARY

QTY

68

68

78

132

RATE AMOUNT

�

COUNiY QU.�N1\iY SUR�U��1Y ··o'J' p-,.'' in 01 KlRIC

1 couN u � ·

(' "" ·,3 �, �f'; !"°':1

I::) J(H- i,., .l

P.O. Box 112. 2020 '

K.ER\CH?,_:_ __ !1 2

SEPTIC TANK & SOAK PITS

ITE Description

M Unit Qty Rate Amount

BILL NO l:SEPTIC TANK SeRtic tank size 5800x2800x3000mm deeR

A Site clearance Sm 18

B Excavate pit n.e 1.5m deep Cm 26

C Excavate pit from 1.5m to 3.0m

Cm deep 24

D Remove surplus spoil from site

Cm and dispose of as directed 50

CONCRETE WORK

E 50mm thick blinding to floor base Sm 18

F 200mm thick concrete base slab Sm 18

G 300x300mm concrete columns Cm 2

H 100mm thick concrete lining

Sm walls 43

I 200mm thick suspended slab Sm 16

J Beam Cm 1

Reinforcement bars

K D12 Kg 240

L D10 Kg 103

M D8 Kg 63

N BRC A142 mesh Sm 86

0 12mm thick "SIKA" water proof

Sm floor screed 43

p 10mm thick "SIKA" water proof

Sm plaster to walls 16

Q Smooth screed finish to surfaces

Sm of cover slab 17

Carried to Collection CUUNIY l/UANIIIY SURVEYOR COUNTY VJ'/lt·:•;'.'l'iT /Jf KlRICHO

,, • ,,,, er·1 rP. 0. �c�

1

x J�:•1� l:.;20:0 ,

KEF�ICHO

3

WALLING

A 200mm thick masonary walls Sm 55

B 175mm thick masonry dividing

Sm wall (TWL) 6

C 150mm thick masonry baffle

Sm walls 3

FORMWORK

D Formwork: to soffites of

Sm suspended slab 17

E Formwork: to edge of bed 150-

Lm 225mm high 18

F Formwork: to sides of wall Sm 43

G Formwork: to sides of columns

Sm and beams 27

Sundries

H Form or leave 100mm diameter

No hole in wall for outlet

1

I Ditto for inlet pipe No 1

J 600 x 450mm Manhole cover No 2

K 150mm diameter soil pipe laid in

Lm trench 4

L 150 / 150 inspection tee No 2

I Carried to Collection

COLLECTION

Brought forward from pg

Brought down from above

TOTAL FOR SEPTIC TANK C 1 UNTY QUANTITY SURVEYOR COUNTY CO'.'U�•,'.'l�.T Of KlRICHO

., ' "'' ,,,, �

1,-.i ·' (I J1'0L tJ: l

P. 0. Box 112 • 20200,

KERICHO. ·-·--···-···�·---- --------··-

4

PROPOSED RENOVATION OF FAMILY BANKGATUNDU BRANCH Buildnett Consultants

Item Description Qty Unit Rate Amount

BILL N0.2: SOAK PIT

Excavate pit for soak pit approximately

1000mm diameter x 4500mm deep, fill with

hardcore complete with 150mm thick cast in-

A situ reinforced concrete top slab with 600mm

1 No diameter cast iron manhole cover and breather

pipe on 150mm thick masonry wall foundation

600mm high on 300x 150mm high concrete

strip footing

Excavate trench average depth 850mm to

B receive UPVC; return fill and ram surplus 6 m

material

Supply and install 100mm diameter PVC C golden brown pipe to direct foul water into 8 m

soakpit

D Allow for connecting new drainage pipe to

Item existing manhole

TOTAL FOR SOAK PIT WORKS CARRIED

TO MAIN SUMMARY

(CO UN\\�� �)!,1.1!l, �� � ��,��tCOUNT ,,, •

' "" ···1¥ ,..

�; t� .. J 1 • .Y L L.\�

P.O. Box ii 2. 20200, 3/1

\ -< ER IC H Q.c 3 SOM eIL-

5

Item

A

B

C

D

E

H

Description

BILL NO. 3

ELEMENT NO. 02

SUBSTRUCTURE WORKS

Excavations

Excavate to remove topsoil; 500mm deep

commencing from the ground level

Disposal of excavated materials

Remove excavated material : remove and deposit

in spoil heaps on site

Imported hardcore

Approved quarry stone hardcore filling : 300mm

thick (overall) : deposit, spread, level and

compact in layers not exceeding 150mm thick :

to receive blinding

Murram blinding

50mm Murram blinding to surface of hardcore

Insitu concrete : class 20[20mm: vibrated :

reinforced

150mm Surface bed

Mesh fabric reinforcement reference A142 to

BS 4483 : weighing 2.22Kg per sguare metre : 200mm laps

In surface beds

Sawn cypress timber formwork to:-

Edges of slab n.e 150mm girth

Labours and sundries

One Layer 1000 gauge polythene sheet damp

proof membrane : under bed : 300mm laps

Carried to Summary

Quantity

2

2

4

4

4

4

8

4

'cOU cou

Unit

Cm

Cm

Sm

Sm

Sm

Sm

Lm

Sm

----

H'i 0 fl'/ cc

C

Rate

------· •n\

U MHl"i� Suh

'- u,•,·:LN1 or \(\

if'•�···"'-,f":, ;,,. �! -('. \ l ,, ' ,, ,

I I ... � .J 'f.} � :w'""

Amount

FJOR

R\CHO

' \1

r-I

ii') . 207CTU,

p o. Box ... .

KER\CH�-

------------�·---

6

Item

A

B

C

D

F

H

J

Description

ELEMENT NO. 02

METALWORK

All structural steelworks shall be in

accordance with BS 5950{ 1990}. All weldinrt in

accordance with BS 135 and bolts and nuts.

All steelwork shall be primed with red oxide

before delive� on site. The rates shall allow

for supply1

assembly1fabrication1 hoisting and

erection; complete with all jointing cleats1

gussets plates etc.

75 x 75 x 3mm thick RHS as uprights, with

150mm lugs welded onto the bottoms.

75 x 50 x 3mm thick RHS as beams

Ditto as transomes

50 x 50 x 3mm thick SHS Brackets; ditto

Supply and fix 4.5mm thick mild steel metal

sheet; welded to the metal structure as

directed(ms)

Balustrading

Allow a sum for the construction of a steel ladder

and paint

Prepare and apply 3 coats of approved gloss

oil paint to:-

General surfaces of structural steelwork

Surfaces of steel plate

Carried to Summary

Quantity Unit Rate Amount

14 Lm

32 Lm

6 Lm

20 Lm

4 Sm

Lm

8 Sm

4 Sm

\� L----

�� f� �\� I ••\._'ii QI

11Ni'i G t)'; t.·; •:.• "� \1-r\i�

1\

\ _.,, � -� ��� I '.} ., . . \ ., 202u:_J

',( "" 2. p. o. E �., c. t�<:::_�;..-

------

............ -----7

Item Description

Plastic Water tank

3000 litres capacity plastic circular cold water

storage tank size 1000mm diameter x 1000mm

A high with 2 NO. 10mm and 15mm diameter

union long threaded nipples and 2 NO.

respective backnuts connection including

perforations.

Valves

B 15mm non-return valve.

C 10mm diameter plastic stop cork valve.

Piping

D Allow for supply and installation of water supply

and distribution pipes.

Quantity

1

1

1

1

\cc I

C

Unit Rate Amount

No.

No.

No.

Item

--·· ·--

Q\J�� ��t.�O�

\.\�i� ilR\CnD ,, '. •·, �1 \ o,

11\.)t,1'1 t,J Q \ \._ r-: �� • �

i� P. �� .. ! ,-r'f"

.,a' ,j ,;':_.\_ t.,•·

') . 2.0200,

e,ox i�-

p.O. , q�\C'10- ____ ,Kc. -----

\ -------------------·-8

Item Description

Carried to Summary

SUMMARY: ELEVATED TANK

A SUBSTRUCTURE WORKS

B STRUCTURAL STEELWORK

C TANK

Quantity

Page No.

3/2

3/3

3/4

Unit

�

TOTAL FOR ELEVATED TANK CARRIED TO GRAND SUMMARY

Rate Amount

--

Iii SIJR�cJ O�'ouH,i au �tr

-. N1 GI \\[.\{\CHO

"OUNT'i C,Q';l ,:: ►, • L... '

'\ ,,�,�11(� I,,

•�j � �1

. � �.... lc_. <:.

D o.BoX � � 2. 20200,

\(t: �nv- __ � --- ·-----···-·-··-------·· -------

9

COUNTY GOVERNMENT OF KERICHO

DEPARTMENT OF HEALTH SERVICES

PROPOSED COMPLETION OF MATERNITY, CONSTRUCTION OF SEPTIC TANK AND SOAK

PIT AND ELEVATED WATER TANK AT CHEBOIN DISPENSARY

GRAND SUMMARY

ITEM DESCRIPTION

1 Builders Work

2 Septic Tank

3 Soak Pit

4 Elevated Water Tank

5 PC Sums

TOTAL CARRIED TO FORM OF

TENDER (Amount inclusive of 16%

VAT & Withholding Tax)

AMOUNT IN WORDS

AMOUNT

From Page

103,684.00

Kshs.

( Amount inclusive of 16% VAT and Withholding Tax)

Contractor's Official Rubber Stamp Name of Witness

Contractor's Signature Address Of Witness

DATE: Date:

P.O. Box ii 2 . 20200,

vr.::otr�n

10