item description unit
Post on 15-Jun-2022
6 Views
Preview:
TRANSCRIPT
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
top related