JKR20BOO-0135-05
K E RA R A JA J A A N M A LA L A YS YS I BA
n t
y of of '
K ER ER J
RA
e a o t
f R
KERAJAAN
MALAYSIA
Specificatio an an addend or appendices thereto. ll in he requires to be applie to th rate in this
in
hedule
ic
ir
le ordere in accordance with th term of th contract 4.
hi
hedule of
ates duly filled in (o amended) an
la in
igne
us be eturne together
it th Tender or
le io
charge an profit
ll ater ud et by pu ping or bailin if required an plan in an trutting le elling ra in preparin bottoms, an double handling required an fo additiona excavation fo planking struttin an formwork 7.
ates fo on rete hall be held to in lude fo forming, leavin or utting groo es making good an an sundry item of alik nature
ha es
orti es hole an
8.
ates fo fo or hall be el to in lude fo erection ra in an ir ular utting spla ed edge notching allowanc fo overlaps an passin at angles battens, strutting, bolting, wedging, easing striking an removal.
in pointing flashings, beddin plates beddin an pointing frames pargin an coring flues, labour eave filling, plumbing angles formin square an rebate reveals, cu squint or bird-mouths, notches, forming, leavin or in li nature. in othe sundry item of alik nature
alik nature 12
ates fo al arpentry ti berwor ar to in lude fo al labo to notc in halving, orti ing, tenoning an wedging, scarfing dovetailing, sinkin fo head of bolt an nuts an trim in fo openings ll
in
it
nature. 14
ates fo plastering renderin hackin concrete as key.
et
shal includ fo ra in ou joints
bric
or
bloc
or
nd
li
asonry or
ld temporar rules, joints betwee differen type of plastering internal angles arrises, quirks rounde cove an skirtings, gutter an string an making good an othe sundry item of alik nature
CONDITION/2005/1
16 Rate fo mild stee tubing ar to includ fo shor runnin lengths, sockets, backnuts elbows an bends. 17
ates fo drivin of pres ure- reated ti be pile hall in lu fo th provisio of al ne es ar echani al plant, rig, temporar works, ti be etc. transporting to site erecting dismantling, re oval on completion an also fo travelling of pile fram abou th site provisio of al necessar mechanical plant, rig, temporar works, etc. an fo th travelling of pile fram abou th site
19
ro ided al ay th us of this Sche ul of ates hall be li ited to ariation hi extensiv an sizeable variations involvin larg quantities th S.O. shal review th Contractor an th S.O.
CONDITION/2005/2
ar inor in natu e. Fo relevant rate containe
PILING Description
Item
No.
Increase/Decrease
re
re te
ti
te 28.90 34.30
,t
,p
dd
mx1
rp
8.40 11.00
oi ti sh in nd of 12 12 th in th te 125m 250m high co prisin of pyra an socket 100m high includin nailing to
,c
g of p
ds
ee
mti er iles ndsh ei ld id shap en 150m high timbe pile (fo hard drivin
mh
13.50
,d
15.80
il st el ld xt nsio sl ev or coll size 5m thick, 20 120m (internal dimensions 450m long with seatin fille welded centrall inside an bevellin ends of pile an slipping sa into an 23.10 o14
mx
m(
ld
)x4
mlo
,d
23.90
tr ti th preservativeand an approved bituminou compound before encasing in
2.50 3.60
11
rovi al equi ent, ydra li jack defl ctio auges, kentle ge temporar staging, etc. an test an initial test pile size 125m 125m
osi mx mto gal extra costs in setting ou an drivin on pile before commencement
14
Ditt an test
successivetest pileditto
Pe KN
15
Supplyonly 150mmx 150m
16
Supplyonly 150mmx 150mmextensionpil 6.00
17
Supplyonly 200m
200m
initial/headpil 6.00
18
Supplyonl 200m
200m
extensionpile6.00
initial/headpile6.00m long long long long
PILlNG/2005/1
11.60
23.90 26.70 38.70 46.00
PILING (CONT'Dl Description
Item
Unit
Ratt'
Percentage(%) Increase/Decrease
No. RE AS
CO
RE
PI
CO
54.90
22
fIJI
63.50 60.20
24 x 3
25
e 6 75.20
27
72.10
28
87.70
29
Ditt
.0
30
Ditt
12.0
long lo g.
74.30
31
106.10
32
Ditt
33
Ditt
.00m long 12.0
102.50
lo g.
92.90 114.00
34 35
Ditt
.00m long
36
Ditt
2.00
lo g.
96.30 136.50
37
129.70 123.90 40
135.40 43 44
13.10
45 46
17.50
PILlNG/2005/2
