proiek penswastaan jambatan kedua pulau pinang second penang

Transcription

SYARIKAT KONSESI:
LEMBAGA
LEBUHRAYA
MALAYSIA
-L
IAMBATAN KEDUA SDN BHD
PROIEK PENSWASTAAN JAMBATAN KEDUA PULAU PINANG
SECOND PENANG BRIDGE LAND EXPRESSWAY
PACKAGE 38: BATU KAWAN EXPRESSWAY
WEEKLY REPORT NO. 38/2011
1719111
@
h
-
231911.1
UM CONSTRUCTION SDN BHD
SUTTE
OHl, MENARA IIM LAND,
LEBUH TUNKU KUDIN 3,
11700 GELUGO& PENANG
1,
Prepared byt
Checkedby:
Name: Mohd Khairull Nizam bin Abdul Rani
Name TanLingJin
Date:23l9lll
Date:2319111
LIST OF CONTENT:
1
SUBMISSION FOR PLANNING PERMISSION
2
WEEKLY PROGRESS REPORTS / ONE MONTH LOOKING AHEAD
3
DESIGN CHANGES. NiI
4
METHOD STATEMENT SUBMISSION AND APPROVAL
5
HSE MONITORING AND REPORTS
6
COMPLAINTS
7
SUMMARY OF TRIAL MIXES
I
SUMMARY OF INSPECTION AND TEST RESULTS
9
MATERIAL SUBMISSION AND APPROVAL
10
SUMMARY OF NCR
11
CONSTRUCTION/SHOP DRAWINGS SUBMISSION AND APPROVAL
12
CONSTRUCTION DRAWNGS AND CONTRACT DRAWNGS DIFFERENCES OR INADEQUACIES
13
SUBMISSION OF AS.BUILT DRAWNGS
15
SITE PHOTOGRAPHS
REQUEST FOR INFORMATION
L
16
l
I
CONTRACT: SECOND PENANG BRIDGE LAND EXPRESSWAY PACKAGE 38 ; BATU KAWAN EXPRESSWAY
CLIENT: JAMBATAN KEDUA SDN BHD
CONTRACTOR : lJM CONSTRUCTION SDN BHD
CONSULTANT: KKJP2 SDN BHD
1
ITEM DESCRIPTION OF PLANNING
PERMISS!ON
NO.
1
Master Work Program
APPROVING
AUTHORITY
SUBMITTED
DATE
APPROVED
DATE
JKSB
261612010
191812010
3
4
5
Project Quality Plan (PQP)
Proposed Consultant for Bridge
Over Canal
Project Safety & Health Plan
(PSP): Draft
Environmental Management
Plan (EMP)
JKSB
Work Programme Rev. 00 dated 301712010
IJMC submitted PQP Rev.
11712010
2
REMARKS
1 on 2412111
IJMC submitted PQP Rev. 2 on 18/3/11
1813111
131512011
PQP Rev. 2 was approved via JKSB letter ref no:
JKSB(SyP3B/QC/IJM/1 1 -00080 dated 1 3/5/201 1
241812010
JKSB letter ref. no.: JKSB/P3B/DN/IJMl10-15
JKSB
71712010
JKSB
71712010
IJMC resubmited the draft PSP Rev.
181812010
DOE letter dated 291912010 responded to the
EMP submission.Resubmission of EMP by
JKSB letter ref. no.: JKSB(S/P3B/QC/|JM/100001 2 dated on 2511012010. IJMC resubmitted
letter ref. no. : IJMC(PG/BKEW/P3B/10166(JKSB) dated on 111112010.
JKSB
8t12t2010
1
CONTRACT: SEGOND PENANG BRIDGE LAND EXPRESSWAY PACKAGE 38 ; BATU KAWAN EXPRESSWAY
CONTRACTOR : lJM CONSTRUCTION SDN BHD
1
ITEM DESCRIPTION OF PLANNING
PERMISSION
NO.
6
7
I
Suratkuasa untuk membeli dan
menyim pan barang-barang
kawalan berjadual
Pendaftaran Tapak Kerja
Operasi Bangunan/ Kerjabina
Keiuruteraan
Notification of information on
contractors/ construction works
(CIDB); Perakuan Pembayaran
Levi
APPROVING
AUTHORITY
SUBMITTED
DATE
APPROVED
DATE
Kementerian Perdagangan
Dalam Negeri, Koperasi
dan Kepenggunaan
(KPDNKK)
15t7t2010
271712010
Surat kuasa no.: SPT 58/2010/SI(S/BBKL
Jabatan Keselamatan dan
Kesihatan Pekerjaan
(JKKP)
1716t2010
29t6t2010
JKKP site registration no: PP/10/03/3016
Lembaga Pembangunan
lndustri Pembinaan
Malaysia (CIDB)
23t612010
N/A
REMARKS
I
CSB/CD/1 0-0328(CD04)L date:
23161 201
0.
coNTRAcri sEcoND PENA{G
BRTDGE
LAilo ExpREsswAy pAcKAcE 38 ; BATU KAWAN ExpREsswAy
CLIENT : JAIIBATAN KEDUA SDII BHD
CONTRACTOT : IJM CONSIRUCTTON SON BHD
CONSULTANI : KKJP2 SOt{ BHD
2
WEEKLT PROGRESS T,EPORTS
OTE MONTH LOOKINC AHEAD
'
lo
ACTIVITY ID
rcTNITY
DURATION
'{AME
EARLY
START
EARLY FIIiIISH
LATE START
LATE FINISH
TOTAL
QUANTITY
CUMULATIVE
TOTAL
(includlng this % achieved
weekl
I
ts
=
--i
Scheduled
1 PHYSICAL PROGRESS
2 FINANCIAL PROGRESS
Not6:
1) Revised uDrk program datsd 3orl20,t0.
2)
Please refer to App€ndix
Dilference
..... (delayed/ahead)
PLANNED FOR
THE
PRECEDING
WEEK
PLANNED
ACHIEVED
GAI.ITT
CHART'CPM
CONTRACT: SECOND PENANG BRIOOE LAND EXPRESSWAY PACKAGE 38 ; BATU KAWAN EXPRESSWAY
CLIENT I JAMBATAN KEDUA SDN BHD
CONTRACTOR: UM CONSTRUCTION SDN BHD
cOl{SULTANT : KKJP2 SDN BHO
2
WEEKLY PROORESS REPORTS
ONE MOI{TH LOOKING AHEAO
'
Summary of Project
uverafl
Revlsed
dated 31st
201
1
Scheduled Actual Difference
I
2
23rd Seotember 2011
Physical Progress
Financial Progress
(claim as of 20th Aug
25.4o/o 27.2%
Completion
Completion
Delays (- days)
Delays G days)
Ahead (+ d2Ysl
Ahead (+ (2Ys1
1,80/o
1
24.0o/o
20.60/o
uecIlonat
-12
-3.40/o
2011\
Aroa3 ol dslay:
1. Ground Improwment, land bridgs, Sunoai Tengah Bridg6, Clo/erleaf lnbrchange - Bridge, Stone Column, Eafthfilling, Precast T-beams
Cau8es ot d€layl
'1, Geo+ynthetlc mEterlal to b€ testad in PSB Singapore b3forc procurement.
2. Delay ln approval of method strt6msnt - no approval of msthod shbmEnt obhined to date,
3. Delay ln is8uanco of construction drawing.
4, Delay ln material epproval for sand malerial and soil.
5. D€lay ln obtaining acccss to 6ito,
6, D€lay ln slts posses6lon at land bridgo.
7, D€lay ln 6lte posse3sion from CH 19150 - 20800
8, Delay ln handlng over of Cloverleaf lntorchangs
9. Delay in Pile Bendlng Test
10,OuBtandin9 raply on corrospondencss and Request for lnformation
1 1, PDC oil palm and oarthflll encroached lnto ROW.
1 2, JKSB supervislon t6am absence on Saturdsy (till before Octobso
13, S.O's in6truction to slc il down the PVD lnstallation Work
14, To conduct an additlonal buckling t6st on F\/D material
1 5, To obtaln approval for PVD mat€rial in batches.
16, S'tone column - to lncrease test load of plat6 b€aring tests to 3 times the original tsst load
17. Confirmation of Ston€ Column D€sign lssues
'18. Discropancy in location of Land Bridge which was only resolved on 131/12'10.
19. Pending confirmation on 350mm dia spun pil€ to replace 300mm square pile
20. lnclement wBathor (20 days) for Novemb€r 2010.
21. Outstanding survey information ofthe GPS Control Stations PT08 and PT09
22. Outstanding response on the changes of design for T-beam details
coNTRACT: SECOND PENANG BR.IDGE LAI{D EXPRESSWAY PACKAGE 38 ; BATU KAWAN EXPRESSWAY
CONTRACTOR: IJM CONSTRUCTION SON BHD
2
WEEKLY PNOGRESS REFORTS'ONE MONTH LOOKINGAHEAD
23. Slo,v response on the proposed MLT Load and Cycle for 350mm dia. spun pilo
24,Pending relocation of underground utilities by others
2S.Ponding finalizationofthepilinglayoutdrawingsforSungai TsngahBridge
26,OuBtanding details on the T-beam recess
27.A roquisite to conduct Mass Loss lgnition & to obtain MLT < 2,5%
28. JKSB/Consultant instructed the
of work due to
29,Additional
earthfilling & stone column
30,Rsduction
I to the existing road.
3l,lntroductory of curv6 at the POC road in order to
pile
Tengah Bridge
32 Changes
design of Land
33.Changes
of pile cap at Land Bridge
34.lnstruction
hold the construction ofthe pile cap at Land Bridge pending issuance ofthe construction drawings bythe designer
35.The
2nd Revised Work Program 1Sth July 201
I - 31st Aug
201 1 (Sth
24-Sep-11 l7:4(
WtsS NAME
Start
Finish
BL Pmiect
Start
30-Sep-13
17-Jun-10
l7.Jun-l0 A
2&Jun-10 A
Woil
17-Jun-10
Fl;,!fj""t | *'*'l;l
OA
1
lsuc
;
I
Toll Plaza Earlhwork & Grd Tmrtnent
PB2X Toll Booth Eafttuork & Ord Troatnent
PBZX
20-Jul-10
16-Nov-1
1
0lo
08-Feb12
z&Jun-10
22-Jan-13
55.68%
1
0%
1'l-Nov.1l
'17-Jun-i0
I
0lo
08-Dec-l I
3l'Mar-11
0&Dec-r'l
01"
0Y"
0lo
eh
I
07-Sep-l 2
48.320/o
SGJul-10
13-Jul-12
86,95%
86.96%
3
0S-Apr-1 2
98.9%
98.9%
33
13-JuF12
71.7%
71.7%
3
0%
0o/o
0
30-Jul-10 A
20-Apt-12
30-Ju
'18-Jan-1 1 A
'l 1-Ju
1
l-12
F
1
0
9-Jan-1
1
307
28{uFl2
o&JuF10
16-Jul-12
80.es%
77.89yo
-12
96.78%
97.39%
87
54.29%
12
18-Aug -'l 0 A
17-Jan-12
06-Jul-10
28-Jan-12
17-May- l
IA
28-Jul12
18-May-1'l
16-Ju l-12
20-Jun-12
1
02-Apr-12
02-Dec-1 0
31-Mar-12
1.02/"
1.02%
445
24-Aug-10 A
07-Jul12
30-Jul-10
23-Ju n- 1 2
71.45/"
73.60/"
-125
17-May-12
2 l -Sep-12
17-May-12
07-Sep-1 2
0%
0%
244
Treatnent
E!ilhwork & Grd TEatncnt
Ch 17078 - 17180
E
03-Dec-10 A
East
Ch 17078. Ch 17180 (StorD Column Aroa)
olherWottr
01-Oct-10 A
I
8-Jan-l
1
T-
19-Jun-12
rI
60.32%
36.180/o
Ch 17180. 17rt00 Dralnage Sygtem
. 17400 M&E
ch 17180. 17400
30.180/"
I
A
'I
1
1
5-Nov- I 2
27-Aug-10A
24-Dec-12
1
S-Nov- 1 2
29-Nov-12
25-Oct-12
08-Nov- 1 2
00k
0o/"
122
-Jan-1 3
08-Nov-1 2
20-Dec-12
lYo
0o/o
140
07-Aug-1 0
29'Oct-12
40. 11%
45. 110/o
86
05-Feb-13
29-@t-12
21 -Jan-1 3
07o
0%
119
2
08-Mar-13
06-Nov-1 2
21-Feb-13
0%
0%
86
0'l-Mar-12
02-Mar-13
01-Mar-1 2
26-Feb-13
0o/o
0%
109
29-Nov-1 2
1
1
-Ja n-13
07-Aug-l 0
25-Oct-l 2
40,76/"
40.76%
1-May-12
06-Dec- 1 2
0!"
13.25%
o&Mar-13
Ch
r-r
H
17'00.
01-Sep-10A
17'100. 17900 Dnlnage Syrtem
1
ch
Ch 17't(,0 -
3-Nov-1 2
21 -Nov-1
Pav6ment &
-67
27-Aug-1 0 A
1
& Rd Rrmllure
I
2A.04Yo
21
t
t
567
06-Ju[10
1
1-JuFl2
15-Jul-'11
612
PLUS Toll Booth
Land Brldge.
I
2
215
0o/o
PLUS Tol! Plaza Earthwork & Grd
I Land Brldgc Congtructlon
I
1A 31-Doc-10
30lJuFl0 A
18'Aug-10 A
'$95
0lo
01-Dec-1 I
30-Jul-10 A
-1
87.3?/.
55.68%
2SJan-{
l$Oct 10A
I
%l rotarFroat
.P/"
tr2-Jan-t3
2ZJul-,10 A
'l7.Jun-10 A
Actuar
1
3-Nov-1 2
122
105
@ Oracle
Program 1Sth July
ttt
t
-
31
st Aug 201
1
24-Sep-11
Start
ch
. 18400
Ch 17900. 18400 Dralnago Systom
ch 17900.
M&E
'8400 Malnllne
Ch 17900 - 18400
Ch 17900. 18400 Pavoment & Rd Rrmlture
Finish
30-Jul-10 A
30-Oct-,l2
24-Jul-,10
22-@t-12
10-Dec-
1
05-Nov-12
14-Nov-12
12
%
19-Nov-1 2
82.970/o
78,5%
2-Nov- 1 2
29-Dec- 1 2
0%
0o/"
144
26-Nov-'12
04-Dec-1 2
0o/o
0To
r03
0o/o
lYo
0
t3-Mar-13
0o/o
0o/o
103
27-Feb-12
0o/o
0/o
377
410
1O-Nov-12 20-Feb.13 01-Dec-12
103
12-,]En-12
t
PB2X Toll Plaza Dralnage
30-Jan-'12
PB2X Toll Plaza M&E
I
l]
l]
0o/o
19-Jan-12 24-lpr-12
1
t
20-Jan-12
12
PB2X Tol! Plaza M&E-i
& Grd
TEatflont
Ch 18400 - 18840 Dralnage Systom
1
1
6-Apr-1 2
0o/o
0o/o
08-Apr-1
28-Feb-13
44.990/o
38.59%
32
4.6Yo
A
08-Feb-13
08-Fob-13
ch 18400.1SS40M&E
Ch 16/()0. 18840 Pavement & Rd tumlrure
lnbrchlngo.
09-Apr-1
bankmenl West
Clorortcal lnbrchange - Brldge
Clowrleal Inbrchenge. Plle Embankment East
Clorarleat lnl Eartlruork & Grd Tr€atnent
Clowrlcal lnt Olh6r Work!
0
12-Jan-12
A
Ch 18'm0. 18840
I
ll
06-Mar-
1
8-Apr- i 3
28-Feb-1 3
06-May-1 3
0%
0o/o
3-Nov-1 2
29-Mar-.|3
29-Oct-1 2
1
S-Apr-1 3
0To
0To
58
oo
08-Feb-1 3
'1S-May-13
28-Feb-1 3
03-Ju n-l 3
0%
0o/o
46
20-Nov-l 2
246
1
1
10-Nov-l0A
01
-Dec-12
1
O-Jan-1
30-Dec-'10 A
28-Sep-12
1
6-Jan- l l
26-Jan-11 A
1s-Oct-'12
26-Jan-1
'13-Sep-10 A
25-Ja n- 1 3
04-Sep-l 2
1
3-Apr-1 3
1
1.030/o
9.09%
13-Sep-12
14.540/o
9.290/o
130
29-Sep-12
0.58%
17.53%
287
31-JuF'l 0
1O-Jan-l3
45.240/0
35.95%
103
18-Aug-12
02-Apr-1 3
0%
0/o
88
04-Apr-1 3
32.05%
25.68V"
-20
17-Dec-12
15.89%
13.58%
226
1
A
Clowrlcal lnt
I
I
I
t
I
ll
Il
& Grd TEatnont
Beam Cartlng at ClovorloarVold Area
Ctonrleat lnt Dralnags SyBbm
Clororleal lnt M&E
Clowrleat lnl Plvoment & Rd Fumlture
-ch
l9tl()0 - 20000 Earlhwork Grd Trcatnent
Ch 19400. 20000 Dralnage Systom
ch 19400. 20000 M&E
Ch 19/m0. 20000 Pavemont & Rd Rrrnlture
tch
ch
- 20300 Earlhwork
20000 - 20300 M&E
atrent
13-Sep-10 A
03-Apr-13
31 -JuF
09-Mar11 A
25-Dec-12
25-Feb-1
21-Nov-12
30-Ju
22-Sep.1
1S-Ju l- 13
1
l-
13
1
0
1
4-Nov-1 2
05-Sep-l
28-Mar-13
1
07-Feb-11 A
1S-Mar.13
1
06-Mar-13
04-May-13
12-Mar-13
6-Aug-i 3
1
1
30-Mar-13
29-Ju
01
l-
13
-Aug-1 3
'1S-Aug-13
0o/o
0o/o
26
5.57Yo
0o/o
60
0o/o
0h
-l
0.2870
1-Feb-1
't
1-Mar-13
2.41./o
0.430/o
01-Mar- 13
23-Apr- 1 3
Oo/o
Oo/"
-2
20-Ju n- 1 3
12-Mar-13
08-Ju l-13
0o/o
0o/o
14
23-Mar-13
05-Ju n- 1 3
04-Mar-13
24-May-1 3
0o/o
0o/"
-6
24-Aug-10 A
12-Oct-12
02-Aug-1 0
26-Sep-1 2
19-Mar- 12
1s-Oct-'12
26-M*-12
2ol
31-Oct-
,l2
1
-26
'l8.ll%
83.7Vo
75.1'lo/o
54
0o/o
0o/o
170
4
@
Oracle
1
2nd Revised Work Program 'lSth July 20i 1 - 3i st Aug zOt 1 (Sth
24-Sep-11
Start
ch
I
& Rd Rtmlture
Ch 20000. 20300 Dnlnage Sylrom
lch
t
t
.20805
& Grd Troatrnent
31-Oct-12
26-Apr-.l3
16-Oct-12
1
0o/o
0%
30
12-&1-12
30-Nov-12
27-Sep-12
'14-Nov-12
lYo
0%
140
05-Dec- 1 2
t5
24.Aug-10 A
19-Dec-12
03-Aug-l
47'.040/o
39.25%
27-Mar-13
06-Dec-l 2
13-Mar-13
ch 20300.2080s M&E
0o/o
lYo
36
20-Dec- 12
08-Mar-13
06-Dec- 1 2
22-Feb-13
01"
lc/o
116
1o-Jan-'13
1
26-Dec-12
07-May-
3
00k
00h
-5
201100 -
20805 Pavcmcnt & Rd Fumlurc
ch 20805.
& Grd
TEatnent
Ch 20805. 20950 Dralnags System
4-Ju n-1 3
1
0-Nov-12
07-Aug-1 0
04-Dec-1 2
21 ,690h
-Sep-12
1
1-Dec-12
17-Aug-12
04-Jan-1 3
0%
28-Aug-12
1
0-Sep-1 2
16-Nov-12
Ch 20805.20950 Pavement & Rd Rrmltrra
1
6-Nov-1 2
21
18-Jan-12
Il
Il
t
-Dec-12
11
-Dec-1 2
PLUS
Toll Plaza M&E
1s-Feb-12
11-Jan-12
Sg Jelawl
Brldge
Qer
Sg Jelawl - Brtdge
. ptle Embankment East
Wost
180
169
07o
0o/o
0%
0/o
O8-Feb-12
t4-Feb-12
157
0o/o
6-Jan- 1 3
A
.
&cr
4,930/
Wo
18-Jan-12 21-Fe612 l1-Jan-12
Brldge
1
10-Dec-12
1
PLUB Toll Pleza M&E.1
174
463
393
0o/o
0o/"
0%
0o/o
0
01"
0o/o
463
12.A3qo
7A
30-Aug -1 0 A
31-Oct-.l2
02-Aug-10
03-Oct-12
2.15o/o
28.530/"
135
13-Mar-13
17.930/0
19.98%
76
5,320/
76
1s-Oct-10 A
23-Mar-13
Brldge Orer Sg Jelawl
06-Sep-10 A
09-Jan- 1 3
24-Dec-1 0
1 g-Aug- 1 0
28-Dec-12
Proposed PDC HoadunderBOSJ
4.79%
O*Jan-12
05-Nov-1 2
07-Jan-12
08-Nov- 1 2
BOSJotherWorks
0%
00/"
125
01"Aug-11 A
30-May-13
28-Feb-12
07-Sep-'13
0o/o
0.36%
76
46.86%
51 '05/o
208
0o/o
0o/o
224
lch
t
ll
1
07-Aug.10
ch 20805.20950 M&E
PLUS Tol! Plaza Dralnage
0
30-Aug-10 A
01
Onrr
I
I
I
t
8-May-1 3
20-Dec-12
3eArg.l0 A
t
%
Ch 20300. 20805 Dralnage Sysrem
Ch
lf
I
Finlsh
30-Ocl-12
0 - 21525 Earthwork &
17-Oct-12
13.Sep-10 A
20-Sep-12
1
S-Aug-1 0
07-Sep-1 2
02-Julr12
20-Oct-l 2
1
S-Jun-1 2
08-Oct-12
ch21460-21525M&E
10-Ju 1.12
26-Sep-12
21-Jun-12
1
3-Sep- 1 2
Ch 21tt60.21525 Prvcment & Rd Rrmltwc
0!"
01"
218
27-Sop-12
30-Oct-12
14-Sep-l 2
17-@t-12
lYo
0/"
218
48.93%
54.930h
126
Ch 21460 -21525 Dralnagesystem
Ch 21525.21
& Grd TGatncnt
Ch 21525 - 21900 Dralnage Systom
13-Sep-10 A
29-Oct-12
02-Aug-10
1s-Oct-12
30-Oct-12
05-Jan-1 3
1s-Oct- 12
21-Oec-12
ch21525.21900M&E
Oo/o
0o/o
153
30-Oct-12
23-Nov-1 2
1s-Oct-12
02-Nov-12
0lo
0o/o
134
04-Dec-12
23-Jan-1 3
19-Nov-12
08-Ja n- 1 3
0/o
lYo
Ch 21525.2't900 Pavcmont & Rd Rrmlturc
A
21900 - 22029
& Grd Tre
attent
28-Sep-10
A
144
131
3l-Dec.12 14-Aug-10 t4-Dec-i2
14.38%
60.09%
122
3of4
@
Oracle
17:4t.
2nd Revised Work Program 1Sth July 2011 - 31st Aug 2011 (5th
24-Sep-11 17:4(
o/o
Sy!tom
06-Oct-12
13
0o/o
0o/"
s-Oct- 1 2
20-Dec-1 2
'13-Mar-13
0o/"
0o/"
12e
0%
lYo
131
30-Oct-1 2
07-Ja n- 1 3
1
Ch 21900 - 22029 Pavement & Rd Rrmlture
07-Jan- 1 3
26-Mar-
21
A
t
e
31-Ja
ch 21900.22029M&E
13
-Dec-1 2
'l3.Apr-tl3
9,6tlo/o
West
04-Oct-'10 A
05-Dec-12
26-Oct- 10
2
1,7"/"
23.35/o
. Brldge
Bddgc Oru Caml. Pllc Embankmcnt Eart
24.Aug-10 A
21-Jan-13
03-Aug-l 0
05-Ja n-'13
15.87%
't0.280/0
36
04-Ocl-10 A
06- Feb- 1 3
07-Jan-1
1
22-Jan-13
1.25y"
1.250/o
190
Brldge Orer Canal . other Workc
07-Feb- 1 3
13-Apr-.l3
23-Jan-13
29-Mar-'13
0o/"
01o
Brldge Ovar Caml
21-Jan
t
t
43-UlfiO Dnlnrgo Syltom
ch
ch 22143. 22400 M&E
-22400
&
Furnlture
l
-Jan-1
Ch 22'00 - 22600 Dralnage System
09-Oct-1 0 A
03-Apr-13
21
01 -Dec-1 2
15-Mar-13
21-Dec-1 2
04-Apr13
01.Dec-1 2
1
g-Feb-1 3
21-Oec-12
'I
20-Fob-13
1
7-Apr- 1 3
12-Mar-13
1
22400.22600 M&E
Ch 22'tO0 - 22600 Pavcment &
Fumllure
[email protected] A
11-Jun-13
22-Sep-l
1
24-May-13
1
22-Jan-13
26-Jan-13
03-May. l 3
20-Ju n-1 3
1
30-Sep-13
30-Apr-l
05-Mar-13
Etpnaclon lolnt
0.33%
113
Oo/o
105
1-Mar-13
0%
0o/"
10'l
13
0%
0%
109
0.3%
28-May-13
1
11-May-13
0.21%
0%
42
08-Jan-13
14-Jan-13
0%
0o/o
101
8-Apr-1 3
07-Ju n-'13
0o/o
0o/"
56
I
tl-Scp-12
01-Aug-'12
28-Sep-1 3
0%
01o
-l
07"
t0
28-Feb-13
2l-Scp-r3
0lo
iolc
5
07o
0%
-1
07o
0o/o
48
0%
eh
1
20-Feb-1 3
05-Sep-1 3
26-Feb- l 3
04-Sep-1 3
14-Mar-13
30-Ju l-13
09-Mar-1 3
02-Aug-1 3
Page 4 of 4
6'l
r09
Oo/o
0,83%
29-Aug-13
ttc
243
0.8o
1
t
139
56
Resource:
@
Oracle Corporatior
CONTRACT: SECOND PENANG BRIDGE I-ANO EXPRESSWAY PACKAGE
38;
BATU KAWAN EXPRESSWAY
CLIENT : JAMBATAN KEDUA SON BHD
CONTRACTOR: tJM CONSTRUCTION SDN BHD
CONSULTANT : KKJP2 SDN BHD
4
NO.
DESCRIPTION
REFERENCE
1.
BKE/QAMg/E/O1
2
BKEIQA^.IS/E/02
Earthworks - Site dearing and Sand
Blanket
Earthworks & Ground Treatment Geotextile & Geogrid lnstallation
Soil Investigation
oF IilAil
REV
O
REV
1
REV 2
REV 3
APPROVAL
26161201,0
t918/2070
13/912010
Nil
8141201,1,
26/612070
271812010
14110/2070
Nil
8/4/2017
81412071
5171201.0
20/91201,0
2211212070
Nil
1917/2070
2U812010
11/7ol2o7o
1,6/1,1,/2070
814/2077
BKEiOAA4$iXlos
PVD Installation Work
Cone Penetration Test (CPT)
21./81201,0
11.11.0/201.0
Nil
8/4/201r
6
BKE/OAA4$/GI/01
Geotechnical lnstrumentation
26/8/20L0
21.112/2070
Nil
Nil
Nil
8/4/2011
7
BKE/QA/\4SlE/06
Ground Treaknent by Vibro fleplacement
(Vibro Stone) Dry Bottom Feed Method
27t8/20r0
2211012010
Nil
Nil
111512011
8
BKE/QAMS/E/06,A
10/11/201,0
Nil
'11/s/2011
9
BKE/QAM5,/E/068
Nil
Nil
11/5t2017
10
BKE/QA/il{9/PWO1
Piling work and Load Test
BKE/QAA{9/EFI01
Embantment filling
3
BKE/QA[\iS/SI/01
4
BKE/QAA4-g/E/04
5
11
Method Statement for Plate Load Test
(Single Column)
26110/201,0
91171201,0
Method Statement for Group (4) Column
2211.1.12070
Plate Load Test.
Bridge: Method of statement
for Spun Piles (600mm Dia.)
IJMC(PG)EKEW/P3BII
Instrumentation, Automatic Pile Test
1-0730KSB)
Monitoring Load Transfer Analysis and
4/71/201.0 Et
STATUS
819/20't0
25/2/2011
23/70t201.0
Nil
Nil
Nil
Nil
22/612011
2719/2010
u2l20r1
81312071.
Nil
Nil
2216/201.1.
271612071,
Sg. Tengah
t2
Reporting Works for Static Load Test.
/
CONTRACT: SECOND PENANG BRIDGE I-AND EXPRESSWAY PACKAGE
38;
CLIENT : JAMBATAN KEDUA SDN BHD
CONTRACTOR: IJM GONSTRUCTIoN SDN BHD
4
NO.
DESCRIPTION
REFERENGE
13
BKE/QAM$/X/07
l4
BKE/QA&I9IEF/01
15
BKE/QAA{$/Pw/O4
Method Statement for The Construction
of Earth Drain
Method Statement for Embankment
Filling at Stone Column area
sl
REV
,ttsN
I
REV 3
Nil
Nil
Nil
27161201.1
7214/201,1,
Nil
Nil
27/6/201,'.1,
7/412011
Nil
Nil
Nil
22/6/2077
2s1812010
23/1.2/201,0
8/2/2411
22/7/2011
1.8161201,1,
t9l4l201r
REV
1
STATUS
APPROVAL
REV 2
O
Test Setup and lnstrumentation
Monitoring Layout for Static Lateral Load
Tests on Instrumented Spun Piles.
76
BIG/QAA4$/SVY/o1
Survey Works
.KKIP2 commented on Rev. 00 via email on
1.5/312077..IIMC reply on KKIP2 email
comments on 2113/2011 via email. oIJMC letter
ref . no: IJMC(I'G) EKEW /P3BI 77-31 20KSB)
't7
BKE/QAA4S/BTVO1
Temporary Steel Sheet Pile Cofferdam for
Bridge Pile Cap Works.
dated6/5l2077.I|MC replied on the KKJP2
commerrts Rev.0. .ARUP (SE) commented and
IJMC responded on23/612017. olCE's Closed out
7/2t201,1
27/212017
Nil
Nil
7sl9l20't1,
. KKIP2 (NIk Jai) Closed out on
241612071,..Arup (SE) closed out. oPending
KKJP2 (IISB) closed out. oCommerrt KKIP2
23/512077.
(Arup) not yet received by I|MC. oIIMC letter ref.
no: IJMC(IIG)/BKEWP3B/11-563ffi8) dated
5/812077.IJMC response to MPa's check
comments. IIMC received closed out from |KSB
on2019l201l.
CONTRACT: SECOND PENANG BRIDGE LAND EXPRESSWAY PACKAGE
38;
CLIENT : JAMBATAN KEDUA SON BHD
CONTRACTOR: IJM CONSTRUCTION SDN BHD
4
NO.
18
REFERENCE
BKE/QAA4S/BR/02
DESCRIPTION
Construction and Completion of R.C
Bridge Structure Works
ot stAll
sl
REV
O
313/2011,
REV
1
20/7/2011
REV 2
Nil
MEN I
REV 3
Nil
APPROVAL
STATUS
1618/2071
oIJMC letter ref. no: IIMC(PG)/BKEryP3B/113110KSB) dared6li/2017.IfMC replied on the
ICE check comments Rev. 0. oIIMC letter ref. no:
IIMC(PG)/BKEWiP3B/1 1406(KSB) dated
19
BKE/QAA\{$/BFYO3
Constrqction and Completion of R.C
Bridge Stmcture Works at Bridge Over
11./41201,1,
Nil
Nil
Nil
Nil
PDC Road
1,01612011,. IIMC response to Consultant (Mpa)
check comments. oIIMC letter ref. no:
IJMC(PG)iBKEWP3B/1 1434(]KSB) dated
22/6|2O1|.IJMC response to Arup (SE) check
comrnents. . Arup (SE) closedofi2S/6/2017.
rMpa closed out 1015/2011. rICE comments not
yet received by IJMC.
20
BKE/QAM5/BEAM/002
Method statement for Construction of
Precast Post-Tensioned T-Beams
1,6/5/201,1,
271712011
Nil
16/8/2017
CONTRACT: SECONO PENANG BRIDGE LAND EXPRESSWAY PAGKAGE 38 ; BATU KAWAN EXpRESSWAy
CUENT: JAMBATAN KEDUASDN BHD
CONTRACTOR: IJM CONSTRUCTIoN SDN BHD
CONSULTANT I KKJP2 sDN BHD
4
NO.
REFERENCE
DESCRIPTION
sl
REV
O
REV
1
REV 2
REV 3
APPROVAL
STATUS
oIJMC letter ref. no: IJMC(PG)/BKEWIP3BII344(KSB) dated 18/512011..IIMC letter ref. no:
UMC(PG)/BIGW/P3B/1 1405flKS8) dated
9/6l201l.IJMC response to Consultant (MPa)
dreck comments. o[MC letter ref. no:
UMC(PG)/BKEWPSB/1 1428(II(SB) dated
2ll6l2011.IJMC response to Arup (SE) check
comments. oICE issued close out and received
27
BKE/QA/\4Sl"Wos
Method Statement for Piling Works and
Load Test for Bridge Over PDC Road
t7/5t2077
08t03111
Nil
Nil
$Dn0r1
by\MCby 13/7/2011. rArup (SE) to issue close
ovrby finn017. eIIMC letter ref. no:
IIMC(PG)/BKEWP3B/1
D|QO\7.IJMC
1
-502([KsB) dated
response to
Arup
(SE) check
comments. .Pending ICE closed out. oMPa has
issued closed out. oIJMC leHer rcf. no:
UMC(PG)/BKEWP3B/11-s510r$B) dated
3/8l20ll.IJMC response to ARUP (SE) check
comments. IJMC received approved close out by
JKSB on 20Pl2011.
CONTRACT: SECOND PENANG BRIDGE LAND EXPRESSWAY PACKAGE 38 ; BATU KAWAN ExPREsswAY
CUENT: JAMBATAN KEDUASDN BHD
CONSULTANT I KKJP2 SDN BHD
'0
NO.
METHOO STATEMENT SUBMISSION AND APPROVAL
REFERENCE
DESCRIPTION
sr,
REVO
r
REV
1
REV 2
REV3
APPROVAL
STATUS
rIIMC letter ref. no: !JMC(PG)EKEry?38/11347(KSB) dated 1815/2077 (Response to JI(SB
letter ref. no: JKSB/?3B/DN/IJM1-73 dated
9/512011). oIIMC letter ref, no:
22
BKE/QAA,I$ATVM
Method Statement for Installation of High
IIMC(PG)/3KEWIP1B/I Damping Rubber Bearing (Seismic
1-347(IKSB)
IIMC(PG)/BKEWP3B/1
M/6n077
Nil
Nil
Nil
Nil
78161201.7.
1425(I(SB) dated
Detailed method Btatement
subnission. .UMC to rcsubrtrit method
Bearing)
statement based on meeting at JKSB HQ on
U6n07l..KKIP2 (Nik lai) close out on
22/612011. olCE, Arup (SE), KKJP2 (Arup)
comtnent not yet received by IJMC.
Method Statement for Dynamic Load
23
24
uMC(PG)/BKEWlP3Blr Test on
Driven Pile using Foundtest Drop
1-3560KSB)
BKE/QA^\45I"8/01
NiI
27finon
Nil
Nil
7618/2011
241512017
26nnon
Nil
Nil
76/8/2077
System.
Method Statement for Constnrction and
Completion of RC Piled Embankment
Slab
25
BKE/QAA,ISlGV02
Method Statement for Well Points
7718/2071
Nil
Nil
Nil
Nil
26
JKSB/"GI002926082011
Method Statement for Approval
Manufacturing of Nehemiah Wall Panels
7/912011
Nil
Nil
Nil
Nil
Method Statement for PDA Test on
27
BKEIQAMS,IPWNT
Raked Piles at Pier 1 of PDC Bridge Over
PDC Road
t0/9/2071
Nil
Nil
Nil
Nil
rUMC letter ref. no: I|MC(PG)/BKEWP3B/11602(IKSB) dated
22ftn011.
oIIMC letter ref. no: IJMC(PG)EKEW/P3B/17639(KSB) dated
70 /e
/2011.
o[MC letter ref. no: I]MC(PG)/BKEW?3B/116400KSB) dated 12/9 12071.
CONTRACT: SECOND PENANG BRIDGE LAttlD EXPRESSWAY PACKAGE 38 : BATU KAWAN EXPRESSWAY
CLIENT: JAIIIBATAN KEDUASDN BHD
5
ITEM
NO.
REFERENGE
NUMBER
TYPE OF REPORT
SUBMITTED TO
DATE
SUBMITTED
COMMENTS (if any
by the authority or
REMARKS
JKSB)
- JKSB letter ref. no:
JKSB(SyP3B/OC/rJM
/10-00012 dated
25110/10. DOE
requests for
addendum on the
EMP.
1
Environmental
Management Plan (EMP)
DOE
181812010
DOE letter dated
IJMC resubmitted
291912010 responded
EMP to JKSB on
to the EMP
1111110. Letter ref no:
submissions
rJMC(PGyBKEW/P3
B/10-166 (JKSB)
- EMP approved by
JKSB via letter ref no:
iKSB(SyP2B/OP/AL
U10-00060 dated
8t12110.
CONTRACT: SECOND PENANG BRIDGE LAND EXPRESSWAY PACKAGE 38 : BATU KAWAN EXPRESSWAY
5
lTEM
NO.
REFERENCE
NUMBER
TYPE OF REPORT
SUBMITTED TO
DATE
SUBMITTED
COMMENTS (if any
by the authority or
REMARKS
JKSB)
- JKSB letter ref. no:
JKSB(SyP3B/QC/rJM
/10-00012 dated
25t10t10. DOE
requests for
addendum on the
EMP.
1
Environmental
Management Plan (EMP)
DOE
181812A10
DOE letter dated
IJMC resubmitted
291912010 responded
EMP to JKSB on
to the EMP
1111110. Letter ref no:
submissions
rJMC(PGyBKEW/P3
B/10-166 (JKSB)
- EMP approved by
JKSB via letter ref no:
JKSB(SyP2B/OP/AL
U10-00060 dated
8t12t10.
6
COMPLAINTS
ITEM
DATE
NO. RECEIVED
DESCRIPTION OF COMPLAINTS
TYPE OF
MEDIA
COMPLA!NTS
CATEGORY
- Tidak menyediakan "Washing Bay''bagi mencuci tayar{ayar loriyang
1
2
15-11-10
17-01-11
keluar masuk ke tapak projek
Environment
- Tidak membasahkan pada laluan jentera-jentera pembinaan termasuk
jalan awam yang digunakan
- Ketidakpatuhan Pengurusan Alam Sekitar
Environment
DATE
TAKEN
REMARKS
ACTION
Letter ref no:
rJMC(PGyBKEW/P3B/1
24-11-10
0-313(JKSB) dated 29th
December 20'10
MHA
CONTRACT: SECOND PENANG BRIDGE I-AND EXPRESTTWAY PACKAGE 38 : BATU KAWAN EXPRESSWAY
CLIENT: JAMBATAN KEDUASDN BHD
CoNTRACTOR : IJM CONSTRUGTION SDN BHD
SUMMARY OF TRIAL MIXES
7
ITEM
I
TYPE OF TRIAL MIX
Concrete
DESCRIPTION
osubmisairn of Concr.L Mb( DGsbn via letter
rsf. no: UMC(PGyB]<EWP3U1Gi25(JKSB)
dtrd9/102010.
NUMBERS
TRIAL MIX
DONE
NUTIBERS DID NOT
MEET
SPECIFICATIONS
G20f.U m
AQiNlg(15nf',),
0
G25M on
3/122010 05 noE),
GAINJm
9/12n010 (15 rbs),
G4085
oloOF
DATE
FAILED
SUBil]lTTED
0%
z3lirzfi1A
5tun11
DATE
APPROVED
662011
E
30/52011
APROVING
AUTHORITY
JKSB
REMARKS
rBopced
fft Dc[n
lor @,Hol,a
G15N, G20N, 925N. Oi[N, G:XP,
GaoN, @t(P. Ca(}f .td C50HP.
JKSB rcrponao h[cr deled
25/102010. LtlE trpondcd via lotlar
m
1E11/2O1O.
Cd|orrL ldC mil h6
ilatld $ U2nO1O.nd
m
1Ul2/2010 (3O 0og
cube), G30PJ q1
18l12l2O1OQ7 rw,
oubo), G4!l,lJ on
fit@O1l(zl t@,
aubo), O@S5 on
2O12/2010 (3Onc
aubo), G.(,Os HP
$zElfino1oe4
fficub€), G38l'lJ
oomplolad
ilzennofi.
oSubmisbr
of TIbl Coocr.a.lr$(R0|llF yi. tofis
.sf. m: Utrc(PO)8(EWPtB/t'l-
urcecyEtGi/F38/t
I
dsbd 5/{20t1. rJIGB
epgml
-222(J|GB)
lelter
rd. m: .,(SB(S)/P38OC[$,1 l0()7O dd.d 6/5/201l. r LftE lder
r€f. no: UtlC(PGyBl(EWFBa/l 1324(JIGB) dsLd 1115/2011, 6not
t&
on 13/12011
€1nc
cube),
(XXiPJ or
tdGr
1eAf2O11 (21n*
aDe), G40PJ m
19/12011 (21 na
aub.), G35llG m
21l1n011C21trop,
cube), G50SE on
26ll/2011 C30 nG
dbo)
t
d.
m: IIrc(PGIBI(EWrFBE/I l.
336(,^KSB) dcr.d iArS/2Ot 1.
Submh.bn cood€L aupfier UPC
PClP.td Trct C\r. .Jl(ta applml
1660r rd. m: {(SE(SyHIA,QC4Ii/11UIEE dd.d atis/:lol1.
38:
SUMMARY OF TNSPECTTON AND ROUTTNE TEST RESULTS 117t9t2011 - 23t9t20111
8
1
i.
ii.
NO OF
NO OF
TEST
NO OF
PASSED
Cube Compressive Strength (24 hours)
18
18
Test result received from Aruo Lab on 19/9/2011_
1 ) G50/20HP T-Beam Span 295/810 (Date of testing: 2718111 , RFI
ref. no: Testingtr90)
2) G5OI20HP T-Beam Span 295/89 (Date of testing: 7l9l2fi 1, RFI
ref. no: Testinq/821)
Test result received froln jrup l-ab on 211912011
1) G50/20HP T-Beam Span 295/88 (Date of testing: 1419111, RFI
ref. no: Testins/853)
ref. no: Testing/860)
ref. no:Testing/866)
ref. no:Testins/868)
Cube Compressive Strensth (7 davs)
35
35
Test result received from Arup Lab on 19/9/2011
1) G50/20HP T-Beam Span 295/812 (Date of testing: 5/9/11, RFI
4 GSAD9HP T-Beam Span 295/811 (Date of testing: 5/9/11, RFI
ref. no: Testinq/812)
3) G50/20HP T-Beam Span 295/810 (Date of testing: 5/9/11, RFI
4) G15120 Lean concrete Pl11 (Date of testing: 519111, RFI ref. no:
Testing/814)
Test result received from Arup Lab en 211912011
DESCR!PTION
ITEM
FAILURES
REMARKS
Concrete
GONTRACT: SECOND PENANG BRIDGE LAND EXPRESSWAY PAGKAGE
38:
SUMMARY OF INSPECTTON AND ROUTTNE TEST RESULTS 117t9t2011 -23tst20111
8
DESCRIPTION
ITEM
II
II
I
NO OF
TEST
NO OF
PASSED
NO OF
REMARKS
FA!LURES
2) G5Ol20 Pile plug P5 & P11 Sg Tengah Bridge (Date of testing:
1719111, RFlref. no: Testing/855)
iii.
Cube Compressive Strength (28 days)
81
81
Test result received from Arup Lab on 19lgl2011
1) G50/20HP T-Beam Span 2941811 (Date of testing: 2618111, RFI
ref. no: Testino/762)
2) G50/20HP T-Beam Span 294188 (Date of testing: 519111, RFI ref
no: Testins/800)
3) G50/20HP T-Beam Span 294189 (Date of testing: 519111, RF! ref.
no: Testing/8O1)
no: Testins/805)
no:Testins/807)
6) G50/20HP T-Beam Span 294185 (Date of testing: 519111, RFlref
no:Testing/809)
7) G15l2O Lean conc Land bridge P2 (Date of testing: 5/9/11, RFI
8) G15/20 Lean conc Sg Tengah P5 (Date of testing: 5/9/1 1, RFI
Test result received from Arup Lab on 211912011
G50/20HP T-Beam Span 294/81 (Date of testing: 1719111, RF!
ref. no:
I
SUMMARY OF TNSPECTTON AND ROUTINE TEST RESULTS 117t9t2011 -23t9120111
DESCRIPTION
ITEM
iv.
RCPT
v. ISAT
2
NO OF
TEST
NO OF
PASSED
NO OF
FAILURES
REMARKS
3) G50/20HP T-Beam Span 294lBl (Date of testing: 1719111, RFI
4) G15l2O Lean conc Land bridge P2 (Date of testing: 1519111, RFI
5) G50/20HP T-Beam Span 295/812 (Date of testing: 21l9l11, RFI
18
18
16
16
G50/20HP T-Beam Span 294lB 4, 2941B,3, 2941B,2, 294181
12
12
Test result received from Arup Lab on 1gl9l2011
1) 2nd layer (250mm thk) sand blanket at Ch20450 - Ch20550 (Date
of testinq: 2518111, RFI ref. no: Testins78S)
2) 1st layer (750mm thk) sand blanket at Ch18550 - Ch18580 (Date
of testinq: 619111, RFI ref. no: Testins/820)
MATERIALS
a. Sand - Sieve Analysis Test
SUMMARY OF TNSPECTTON AND ROUTINE TEST RESULTS l17tgt2011 -2319120111
8
DESCRIPTION
ITEM
NO OF
TEST
NO OF
PASSED
NO OF
FAILURES
REMARKS
3) 1st layer (750mm thk) sand blanket at Ch19240 - Ch19350 (Date
of testinq: 1019111, RFI ref. no: Testing/837)
1)2nd layer (250mm thk) sand blanket at Ch18640 - Ch18750 (Date
of testins: 1019111, RFI ref. no: Testing/836)
2)2nd layer (250mm thk) sand blanket at Ch18100 - Ch18340 (Date
of testing: 1719111, RFI ref. no: Testing/867)
b.
FDT 2''d Layer Sand
5
Test result received from Arup Lab on 2119/2011
5
1) Ch18300 - Ch18400 (Date of testing: 1719111, RFI ref. no: Testing/865)
c.
Granular Material
i. Sieve Analysis Test
b
fqslresult received from Aruo Lab on 19/9/2011
6
1) Aggregate stone column. Sample taken at stockpile cloverleaf
near Ch18900 (Date of testing: 8lgl11, RFI ref. no:Testing/824)
Test result received from lnrpaab on 211912011
1) Aggregate stone column. Sample taken at stockpile cloverleaf
near Ch18900 (Date of testing: 18&19/9/1 1 , RFI ref. no:
Testing/862)
d.
FDT Soil/Earth Filling
105
95
10
Test result receiyed from Aruo Lab on19l9l2O11
1) Ch20300 - Ch20400 Zndlayer (Date of testing: 319111, RFI ref.
no: Testing/795)
2) Ch20000 - Ch20100 4th layer (Date of testing: 319111, RFI ref.
no: Testing/796)
38:
I
SUMMARY OF TNSPECTTON AND ROUTTNE TEST RESULTS l17tgt2011 -2319120111
ITEM
II
I
I
DESCRIPTION
NO OF
TEST
NO OF
PASSED
NO OF
FAILURES
REMARKS
no: Testino/Z97)
4) Ch17730 - Ch17800 3rd layer (Date of testing: 419111, RFI ref.
no: Testing/799)
no: Testing/825)
6) Ch17950 - Ch18050 7th layer retest (Date of testing: 719111, RFI
7) Ch20050 - Ch20200 4th laYer (Date of testing: 819111, RFI ref
no:Testins/828)
1) Ch20300 - Ch20400 3rd layer (Date of testing: 1019111, RFI ref.
no: Testing/829)
2) C\2O4O0 - Ch20460 1st layer (Date of testing: 1919111 , RFI ref
no: Testins/839)
3) Ch20060 - Ch20100 5th layer (Date of testing: 1819111 , RFI ref.
no: Testing/848)
4) Ch20000 - Ch20100 5th layer (Date of testing: 1419111 , RFI ref.
no: Testing/849)
5) Ch20060 - C\202AO 5th layer (Date of testing: 1519111 , RFI ref.
no: Testins/852)
8) Ch17730 - Ch17800 3rd layer retest (Date of testing: 2019111,
RFI ref. no: Testing/876)
SUMMARY OF TNSPECTTON AND ROUTINE TEST RESULTS 117t9t2011 -23t9t20111
8
DESCRIPTION
ITEM
e.
f
I
I
g.
h.
3
Reinforcement bar
material
geotextile
i. Woven
ii. Non-woven geotextile
PVD
Geogrid
PILE TESTING
a. Maintained Load Test
NO OF
TEST
NO OF
PASSED
NO OF
FAILURES
REMARKS
38:
CONTRACTOR: IJM CONSTRUCTION SDN BHO
I
MATERIAL SUBMISSION AND APPROVAL
ITEM
NO.
,l
2
DESCRIPTION OF
MATERIAL
Sand for Sand Filling (ref.
no: CSS/P3B/053)
MANUFACTURER'
SUPPLIER
ECK Construction Sdn Bhd
75mm UPVC Pipe & 32mm
Gl Pipe (End Bearing Ball
Syarikat Ujitanah Sdn Bhd
Valve) for Well Point (ref.
DATE
DATE
SUBM!TTED APPROVED
't6t6t2011
Nit
APPROVED BY
JKSB
e IJMC letter ref. no: IJMC(PGyBKEWP3B/1141g(JKSB) dated 16/6/2011. Sand source: Kg.
Sg. Limau, Lunas, Kulim.
9t8t2011
Nir
JKSB
o IJMC letter ref. no: IJMC(PGIBKEWP3B/11577(JKSB) dated 9/8/2011. rJKSB letter ref. no:
JKSB(S/P3B/QC/IJM/1 1 -001 62 dated
261812011. Well points material must be in
accordance with the specification and
construction drawings.
17t9t2011
Nit
JKSB
o IJMC letter ref. no: IJMC(PG/BKEWP3B/11647(JKSB) dated 17 1912011.
191912011
Nit
JKSB
o IJMC letter ref. no: IJMC(PGyBKEWP3B/11653(JKSB) dated 19/9/201 1.
no: CSS/P3B/057)
3
Aggregate for stone
column (ref. no:
css/P3B/058)
4
Cemex, Batu Kawan/ MRP
Sdn Bhd
Nehemiah Walls (Casting
Nehemiah Reinforced Soil
components: Jabez Key
Hole & Jabez K-Plate) (ref. Sdn Bhd
no: CSS/P3U059)
REMARKS
CONTRACT: SECOND PEilANG BRIDGE I.AND EXPRESSWAY PACXAGE
38:
CLIENT : JAMBATAN XEDUA SDN 8HD
CONTRACTOR I IJM CONSTRUCNON sDN BHD
CONSULTANT: KKJP2 8ON BHD
IO
SUMMARYOF NCR
PACKAGE 38
ITEM
DESCRIPTION
NO.
NCR'P3B'IJMOI4
1
Pile found
b
bc dcviatad (v6rtical) mor.
than 1:75.
NCR/P3B/IJM'016
2
Verticallity of inetelled pile found to bo
d€viatod (wrtical) >1 :75
LOCATION
DATE
ISSUE
Pilc embankment
frle at PE/S16
and Sg. Tengah
pile at Pier 7/L6
@El2011
Sg. Tengah
Brkjge. Pilee at
P+S7, P1't-N14,
Pl 1-N5
11Bnol1
DATE
COMMENTS
FURTHER
ACTION
REOUESTED
R6for b NCR reply attechmont
docurncnts.
1nlN|1
Calculation to bo
endorscd by PE.
Opcn
Rofer to NCR raply attachmont
documonts.
1nm11
Calculatkxr to bc
endorted by PE.
Open
DATE
CORRECTION ACTION
REPLY
8TATU8 OF
ItcR
1g9nofi
&
3
requircd
blcnncc
73t61?o11
&
139/2011
efior:
\Anm|1 nnm11, davhd f,ihs.nd
e8/20rl
thc dceign
Open
crlcukrtionr (duly endor*) by a
PE h.\rc.ubmitbd vh our lotlar
rcfercncc no,
|JMC(PGyBKEWF3B/11-
daud
n n m1
1
&
1 1
-
510d.d21nm11
NCR'P3B'IJMIOTT
Bouldor6 and mud has b€on
cH 18ZX)
1U7ml1
14nm11 romoved immediately on
Open
1gntnfi.
NCR'P3B'IJM'03'T
5
Embankmcnt earthfilling (5h hycr) using
unsuitable mabdal which contein roots,
organic material and big bould€r.
cH 181m
fimn11
Bl7tN|1
To rcmo,€ th€
fud
aarlh
Monitor clo!.ly on
arcry pilc whilc driving.
p.r RFI/lsqJKsB)
rdetion, the oontraobr has
c.riod out reen lydt o, thc
of 75mm.
Earth frlling 5h hyer wihout remoring tho
mud rnd bb boulder on hyer m 4
Monibr dos.ly on
artry dlc whiL drMng.
1) Thc anely:b rceulte
condud.d th.t tho as
built piL poilion
capadv Bridgc Pler 4
& 5 i! .dcqu$ b takc
th! doolen lo.dlng a8
tis
501 (JKSB)
4
REMARKS
2319i2011
Specification Clauce 10.2.6
5,
DATE
cLosEo
2,3t6/?011,
tlF contacbr! b modfi thc e.rb
rtucture deeign (if any) for pile
dcvidd more than the limit ln
ilcR P3Bn iir030
As builtrccod.hort $etlh. til€..t Pl.r Picr 4 and Pier
4 and Plcr5 tnd dad6d outof thc
l-ard Bridgo
PREVENTN'E
ACTION
Opan
2) Thc dcvletm ofthe
pilra i. duc b th6 soft
marinc day gramd
movcmcnt during pla
drMng procear, All the
actffng ant polnt shall
bc oheckcd daily in
ordor b anoid
rofff.nc. b ths setting
out pco duc to
nrorurncnt of ground.
'I,JMC l€tter r6f. no:
IJMC(PGYBKEWP
3B/1 I -531 (JKSB)
deled 27fit2111
Submission of roport
oh th€ analysis
check.
.
COT.ITRACT: SECONO PENANG BRIDGE
IAND EXPRES8WAY PACKAGE 38 : BATU KAWAN EXPRESSWAY
CLIENT: JAMBATAN KEDUA 8DN BHD
CONSULTANT: KKJP,I gDN BHD
10
SUMMARYOF NCR
PACKAGE38
ITEM
DESCRIPNON
NO.
LOCATION
DATE
DATE
ISgUE
REPLY
CORRECTION ACTION
DATE
COMMENTS
FURTHER
ACTION
REOUESTED
sTATU8 Of
PREVEIiITIYE
DATE
NCR
ACTlON
CLOSED
1. Wc harro entiapabd
'1.
6
NCR'P:}BJUMO6I
Wc for.rnd tM thc oofi.rd.m ct Plcr 2
Sh€ot pilee movld b thc lnncr tEc of ttre
cofhrdam during lroe\flton. Thit b
darporouo end vcry
Land Bridgc
?8t7t2011
9N2o1',l
We havc etopped /p.X oo hold
infodnctkm of th..ddidonal
3. The pile cap lorcl
rcwrc.
t{cR PtBrumog7
Surfrcc of
crtrworlcwa
not propcdy
grade, don't hwc arfitdcnt gr.dbnt
wrbr rnd p?tr,rnt ponding
b ni!.
may occur atd trto
haw incrurc/raised
ths pcn&aton of the
Opon
sfut
b lh€d
cH 20050 - cH
NSml1
20300
pilc cep lcvcl O avoid
&cp ocardion a3 pcr
Plcr 292 dcolgn levcl
of pilc cep whEh is
ebon grannd lorcl.
oQ.dlt tlc
To dbcfiarge ojtttc$r&r
ponding. To r.tte mo6or gradorb
lorcl and b compec't profiy.
Open
NCR'P3B'IJiUIOI
I
lmutfiobnt.ggr.ges filing during
installdion of $ono column #774 (drpth
19.4m) \tol. eggngatas r€quircd =
17,52713. Aotel aggrogate uccd during
inltel$on = '19 buck€6 x 0.887 = 16.85m3
Cloverlef
lnterchange
Ramp 3
8Btn11
6t9DO11
Remind operator on w66kly basis
for how many buckets of stone
per column.
7El2o11
Clo€od
r{cR P3B'frMrr05
RSG 25
ws
turnd damaged and tittad
Rcpcnebru urirU VC
vibrabr b 7.&n deptr
frorn grwnd u.rface.
Conrtrwt !&t1€
column uling 1 Duckot
per mr&o from 7m
b
21re,r2o11
5m. Remainingfrom
4.9rn b 0m wlll bo
compao'tcd wift 1I2
buckot pcr meto.
< requhcd abovc.
I
ahoct pilc from odrginal
18m b 24m.
2. To rcqucot the
dcoigncrto mire the
200mmb e\oidfurhcr
opatetkm wfibtr m.y giv..dor
Yvorking pLtform &
u/Drks.
7
thattt1c mowtnent
ths oxca\retion of pilo cep rt RHS
and additioml s&utr haw bccn
infoduced at lounrtbr.
2, Tho crack linc on thc adJrccnt
ground vra3 not soen efbr
cH 18000
?fl8r2011
To r6c'tify datnaood RSG,
Clo€ad
2$tn11
REMARKS
CONTRACT: SECOND PENANG BRIDGE IAND EXPRESSWAY PACKAGE 38 : BATU KAWAN EXPRESSWAY
CONSULTANT i KKJP2 SDN BHD
CONSTRUCTION/SHOP DRAWNGS SUBM ISSION AND APPROVAL
11
ITEM
NO.
DRAWING TITLE
DRAWINGS REFERENCE NUMBER
DATE
SUBMITTED
DATE
APPROVED
APPROVED
REMARKS
BY
..UMC Lettor datod 111212010, toplted
m the ICE comrnsnts on
Dosign
Caldlation for Bridge Over Canal.
..UMC Lett€r datod 2U4I2O1O,rcplid
on tho ICE comiionts on De€ign
Calculation (Rsv. 4) and drawings for
Bridge 0\16r Canal. ..|JMC Lottor r6t no:
rJMC(PGyBKEWP3EyI 1 -360 dat6d
261412010, repliod on ths ICE comments
on Design Calculglion (Rov. 4) and
dawings br Bridge orrer Canal. .IJMC
l€*tsr rsf. no: IJI\iIC(PGyBKEWP3B/1 1399(JKSB) dato( 9/ry201 1 . |JMC
respon$ to ICE's check comments.
.IJMC lotter rof. no:
IJMC(PGYBKEWP3B/1 I.459(JKSB)
dated 6171201'l . IJMC response to tCE
check commsnts (GEO-P3B-ZKR41
daled 261612011).t IJMC lettor rof. no:
JMC(PGyBKEWP3B/1 1 -529(J KSB)
datd 27 17 1201 1. IJMC rssponss to ICE
ch6ck @mmnts (BRIDGE-P3&ZKR08). .IJMC lattor rd. no:
JMC(PGyBKEWP3BTI 1 {00(J KSB)
dated 2olty201 1. IJMC rospons€ to ICE
ch6ck commanB (BRIDGE-P3&ZKR08x9/8/201 1).
BRIDGE OVER CANAL
1.0
r
r
1.1
T/P2}UPK3B/II M/CAN/ST/OO1
Bridge Ovq Canal Ceneral Alrangement
1.2
wiP2vPK3BlU M/CAN/ST/m1
BRIDGE OVER
CANAL GENERAL NOTES
-111112070
1.3
WP2VPK3B/I] M/CAN/S"TIM2
BRIDGE OVER
CANAL GENERAL ARRANCEMENT
7177/2070
JKSB
7.4
WPryPrcB/I]M/CAN/ST/M3
BRIDGE OVER
CANAL PILING LAYOUT
7t77t2070
JKSB
1.5
wP2XiPK3B/IJMiCAN/ST/004
BRIDGE OVER
CANAL ABUTMENT DETAII,S
7t17t810
JKSB
1-6
ryP2VPK3B/IJMiCAN/ST/0o5
BRIDCE OVER CANAL PIER DETAITS
7117t2070
JKSB
1.7
WP2VPK3B/l jN!',CANt5T/006
BRIDCE OVER CANAL DETAILS OF ?4,25m PRECAST BEAM (SHEET 1 OF 2)
7t771m10
lKsB
74/8120]O
JKSB
JKsB
CONTRACTOR: UM GONSTRUCTION SDN BHD
CONSTRUCTION/SHOP DRAWINGS SUBM ISSTON AND APPROVAL
11
!TEM
NO.
DATE
SUBMITTED
DRAWNG TITLE
DRAW]NGS REFERENCE NUMBER
DATE
APPROVED
APPROVED
BY
1.8
WPXIPK3B/IJ M/CAN/S-VM7
BRIDCE OVER CANAL DETAITS OF 24.25M PRECAST BEAM (SHEET 2 OF 2)
1,t11t2010
JKsB
1.9
WP2X/PK3BIJ M/CANiST/M8
BRIDCE OVER CANAL DECK SLAB DETAILS
lt7112010
]KSB
1.10
wP2XlPK3BlJ M/CAN/ST/oOe
BRIDCE OVER CANAL DIAPHRAGM DETAILS
uwm70
JKSB
1.11
ryP2XlPK3B/uM/CAN/ST/o10
BRIDCE OVER CANAL PARAPET DETAITS
7fi7t2010
JKSB
1.72
WP2VPK3B/UM/CAN/ST/o11
BRIDCE OVER CANAL MISCELLANEOUS DETAIIS
u77t2070
JKSB
1.13
T/P2VPK3B/IJ M/CAN/ST/OOI
Bridge Ovs Canal Ceneral Arrangment
74!812010
JKSB
1.14
WP2X/PK3B/J M/CAN/STim1
BRIDCE OVER CANAL GENERAL NOTES
6/4/2017
16t8/2017
JKSB
1.15
WiPIVPK3B/lJ IVVCAN/ST/O2
BRIDCE OVER CANAL GENERAL ARRANGEMEI{T
61412011
rc18/2s77
]KSB
1.16
wP2)7PK3B/J M/CAN/ST/oo3
BRIDGE OVER
CANAL PILING LAYOUT
614t2071
781512077
JKSB
REMARKS
oIJMC letter ref. no:
tJMC(PGyBKEWP3B/1 1 -1148(J KSB)
dad.€d 25lWO1 1. IJMC rsspomo to ICE
ch€ck cmmonts.
.JKSB letter rsf. no:
JKSB(SYP3EYDN/tJtU1 1 €2 dat€d
181512011. .IJMC lGflor rsf. no.l
rJMC(PGyBKEWP3B/t 1 -525(J KSB)
drted 26171201'l . Ofiicial submission of
mnstruclioil drawino.
wi?zv"K3B/l jM/CAN/sT/m4
WP2VPK3B/UM/CAN/STi M5
ERIDGE OVER
CANAL ABUTMENT DETAITS
6t4/2071
16t8t2077
JKSB
1.18
ERIDGE OVER
CANAL PIER DETAITS
6/412071
1618t2071
JKSB
1.19
WP2VPK3B/IJ L{/CAN/ST/oo6
BRIDGE OVER
CANAL DETAITS OF 24.25m PRECAST BEAM (SHEET
61412011
76t8/2071
JKSB
t.t7
1 OF 2)
CONTRACT: SECOND PENANG BRIDGE IAND EXPRESSWAY PACKAGE sB : BATU KAWAN EXPRESSWAY
CONTRACTOR: UM GoNSTRUGTION SDN BHD
't1
ITEM
NO.
DATE
SUBMITTED
DATE
APPROVED
APPROVED
BY
614/2071
161812011
JKSB
61412011
7618/2077
JKSB
61412011,
16t4t2017
JKSB
6tq2u7
76t8/2077
JKSB
61q2077
76t8t2071
JKSB
6t412077
$tal2011
JKSB
VERTICAL DRAINAGE SYSTEM
6fiOt?o70
DRAWNG TITLE
DRAWNGS REFERENCE NUMBER
1.20
WP2VPK3B/IJ M/CAN/ST/M7
BRIDGE OVER
CANAL DETAITS OF 24.25m PRECAST BBAM (SHBET
1.27
WP}?PK3B/IJ M/CAN/sT/M8
BRIDGE OVER
CANAL DECK SLAB DETAITS
7.22
wP2mrcB/rjM/CAN/ST/m9
BRIDCE OVER CANAL DIAPHRAGM DETAITS
7.23
WP2X,PK3B/IIM/CANiST/O1O
BRIDGE OVER
7.24
wiP2)7PK3B/ll MicAN/sr/o1
t.l5
wP2VPK3B/uM/CAN/ST/012
CANAL MISCELLANEOUS DETAI1S
BRIDGE, OVER CANAL MISCELLANEOUS DETAIIS
KVEKM/I JM/2PBI38/PVD/M1
PVD LAYOUT PLAN CH 77775. CH
KA/EKM^JM/2PB/3B/PVD/002
PVDLAYOUT
2.3
KA-/EKM/tJ M/2PBlgBi PVD/003
2.4
KA/EKM/
2.5
r!!/EKM/UM/2PB/38/PVD/005
1
LO
2.7
U
M/2PB/38/PVD/OO4
CANAL PARAPET DETAII,S
BRIDGE OVER
2 OF
2)
REMARKS
JKSB
Rev.
A
JKSB
R€v.
A
JKSB
Rev.
A
JKSB
ReY.
A
6t70tm,o
]KSB
Rev.
PVD LAYOUT PLAN CH 182M. CH 18450
6t70/xto
]KSB
Rev.
A
A
4*
qfilm70
17450 - CH 1z/00
PVD LAYOUT PLC,N CH 17700 - CH 17950
6tNm70
6tfilmLo
PVD LAYOUT PLAN CH 17950 - CH 182M
cH
17
2.6
KA/EKM/I JM/2PB/38/PVD/OO6
PVD LAYOUT PLAN CH 18450 - CH 18700
6/70t2070
]KSB
Rev.
A
2.7
KA /EKMI ttM/2PB I 38 I P V D I N7
PVD LAYOUT PLAN CH 18700. CH 187/5
6t70/2070
JKSB
Rev.
A
2.8
KA./EKlv/IJtit2PBl38/PVD/00 I
PVD LAYOUT PLANCH 17175 - CH 17450
7911'y2070
JKSB
Rry. B
79111t2070
]KSB
R€Y. B
7917u2070
JKSB
Rev. B
79/7112070
,KSB
Rev. B
79117120tO
JKSB
Rev. B
1911,7t2010
JKSB
Rev. B
79t11,t20rO
JKSB
Rev. B
79177t20L0
JKSB
Rev. B
79t7112070
JKsB
Rev. B
19t7112070
JKSB
Rev. B
79t11t2010
]KSB
Rev. B
79t7Um70
JKSB
ReY. B
19t11t2070
JKSB
Rev. B
19t7112070
JKSB
Rev. B
20t7t2011
]KsB
Rev. E
20tu?s77
JKSB
Rev. E
20t712077
JKSB
Rev. E
mlv2077
JKSB
Rev. E
2UU2017
JKSB
Rev. E
8
(Peel No.
l)
PVD SETTn{G OUT FLAN CH 17175 - CH 17450 (Prel No.
l)
2.9
KA,/EIO/I[}!u2PBI3B/PVD/00
2.10
Kt\tEKl,/y7IW
?PB
2.11
KNEKMIIIM/
?PB I3B IPYD / N?A
2.72
K'EK[,['IJM/2PB13B,PYD/M3
PVDLAYOUTPLANCH 17,00 - CH
2.73
KAJEKM/IJI\.,t/2PBl3Bl?vD/0034
PvD SETTING OLIT PLAN CH
2.14
IK1,/EI(MfiIMJlPBBB/P\DI@.
PID LAYOUTPLANCH
2.1s
KA"/EK\,!/I JM2PB/3B IPYD / $4A
PVD SETTING OUT PLAN cH 1 7950 - CH t 8200
2.16
K.l/EKf\.4/l Jl\.{/2PBBBlPvDim5
PVD LAYOUT PI-AN CH I 8200 - CH I E450
2.17
KA/EKN,!/I JM2PBBB/PVD/005a
PVD SETTING OUT PLAN CH 18200 - CH 18450
2.74
XA./EK\,4/I JM2PB6B/PVD/OO6
PVD LAYOUT PLAN CH
2.19
KA/EK\,,'/I JN,T/2PB/3B/P1D/OO6A
PvD SETTING OUI PLAN CH
2.20
KA./EKI,f/I JI\,I/2PBBB/P1'Di007
PVD
2.27
KA./EKlvi4 JMDPBI3B lPVD I 007
2.22
KA/EK\,'/IJM/2PB/38/PVD/OO
I
2.23
KA/EKMIJI"I2PBI38/PVD/00
I
2.24
KA./EI0\rIJlvr2PBl3B,PVD/m2
)rq
KA"/EKt\r'1Jl't2PBl3B
2.26
KAJEKI//I JM2PBBBPYD/M3
PvD LAYOUTPIÂNCH
2.27
KA/EKN.I/I J1\.il2PB/38/P\D/003a
PvD SETTINGoUIPI-ANCH l7/m - CH 17950(Pel No.3)
20/um1l
JKSB
Rev. E
2.28
KA./EK\,f/I
Pl'D LAYOLJT PLAN CH I 7950 - CH I 8200 (Pecl No. 4)
20t7t2017
]KSB
Rev. E
2.29
KA,/EK\,,I/I JL'2PB/3B/P}D/OO4
PVD LAYOUT PLAN CH I 7950 - CH I 8200 (PdEl No. 4)
3tun71
JKSB
Rev. F
/
I
18 tP\D t 002
PVDLAYOUr PLA).IcH
6
1700 (P&ot No. 2)
PVD SETIING OIIT PI-AN CH 17450 - CH 17100
17950
17700 -
17950 -
I 8450 -
cH
cH tE20o
(Pel
8
No. 2)
(Peol No. 3)
17950
(Pel
(Pel
No. 3)
No.4)
(Pet
No. 4)
(P@l No. 5)
(PelNo.
5)
CH I 8700 (Peel No. O
18450 - CH
LAYOUI PLAN CH I 87m - CH
I
8775
18ru
Gel
No. 6)
(Peel No. 7)
PVD SETTING OUT PLAN CH I E700 - CH 1 8775
(Pel
PvD LAYOUT PIAN cH 17180 - CH 17450 (Pecl No
IPYD I &2a
JI\r2ml38/PlD/004
17450 - CH
PVD SETIING Ot T PLAN CH 17180 - CH 17450
No.
A
l)
(Pel
No.
l)
PvD LAYOUT PLAN cH 17450 - CH 1700 (Pe€l No. 2)
PvD SETIING OUT PLAN cH
17450 -
cH
lru
(PryEl No. 2)
1700 - CH 17950 (P&cl No. 3)
CONTRACTOR: UM GONSTRUCTION SDN BHD
GONSULTANT : KKJP2 SoN BHD
11
ITEM
NO.
DATE
SUBMITTED
DRAWNG TITLE
(Pel
DATE
APPROVED
APPROVED
BY
REMARKS
20t1t2017
JKSB
Rev. E
20t7/2071
JKSB
Rev. E
3t3t2077
JKSB
Rev. F
20t1t?o17
JKSB
Rev. E
20t712011
JKSB
Rev. E
x1712071
JKSB
Rev. E
20t7t2071
JKSB
Rev. E
PVD SETTING OIJT FLAN CH 18700 - CH 1e850 (ParEl No. 7)
20t712077
JKSB
Rev. E
KA./EKlvtiI J}"V2PBI3B/PlD/008
PVD LAYOT T PLANCI{ l9d00 - CH 19650 (Peol No. 8)
20/um71
JKSB
Rev. E
2.39
IAVEKMiIIIilzPBABlPVD/0088
PVD SETrING OUT PLANCH 19400 - CH 19650 (P{El No. 8)
mlumll
JKSB
Rev. E
2.44
(!EKI\{/'IJM?PBBB/P\D/009
20fitm71
JKSB
Rev. E
2.47
IO\,EKlvtrIIM?PB/3B/PVD/009a
PVD LAYOUT PLANCH 19650 - CH l9m0 (Pm€l No. 9)
PVD SETTING OllT PLAN CH l%50 - CH 19900 (Po€l No 9)
20t1t2071
JKSB
Rev.
2.42
IA/ETSVIIJM?PB/3BPVD/O
I O
PVD LAYOUT PLAN CH l990O - CH 20150
20tumt7
JKSB
Rev. E
2.43
IQ{EIovr{n\,r?PB/3BPVD/0
I
0a
PVD SETnNG OUT PLAN CH 19900 - cH 20150 (Pelcl No. l0)
20t1t2017
JKSB
Rev. E
2.44
IAEKT\rIINi/2PBI3B,PVD/0
I
I
PvD LAYOUT PLAN CH 20150 - cH 20400 (Pert No. I l)
20t1t2011
JKSB
Rev. E
2.45
I({?KI\44,M/2PBI3BPVD/01
mtum1l
JKSB
Rev. E
2.46
KA,/EKI\..1/I
JM2PB/3B/P\D/0
201112017
]KSB
Rev. E
2.47
Krqr'EKlvL/"I
Jlvl/2PBl3B
mt7t2071
JKSB
Rev. E
2.4A
KVEKI\,{,/I JM?PB/3B,PVD/0
mtu2077
JKSB
Rev. E
2.49
K,VEKI,{/'IJM/zi'Bl3B/PVD/o1 3a
201712017
JKSB
Rev. E
2.50
K]A,EKI,fi JN,'/2PB/38/P}D/O
20t7t2071
JKSB
Rev. E
2.51
IQ!r,EKI,t/'lI\,!2PBI3B/PVD/0 I 4a
PVD SETTING O1,r PLAN cH 21525 - cH
20Atm77
JKSB
Rev. E
IQq',EKlvt/IlM,2PBl38/PvD/0 I 5
20t1t2017
JKSB
Rev. E
2.53
KA./EKI,TUM2PBI38/PVD/OI 58
PvD SETIING OlrT PLAN CH 21700 - CH 2l9m (P8El No.
20l1lmtl
JKSB
Rev. E
2.54
K'EIO''IJ}V'PBI3BPVD/OI
PVD LAYOUT PI-A,N CH2238O - CH22591.682
20t7t201,1
]KSB
Rev. E
2.55
KA"/EKld Jt\r2PBl3B lP W I ol 6a
PVD SETTING OIJT PLAN CH 22380 - CH 22597.682 (Puel No.
20t7t2071
JKSB
Rev. E
2.%
K'EKM1'M2PBi3B|?VD/O I 7
PvD LAYoUT PLAN CLOVERLEAF - WEST (Pacl No. I 9)
mtltmTl
lKsB
Rev. E
2.57
KA/EKlvt/lIM2PB/3B PYD I 0 17 a
PvD SETTING OIJI PLAN CLOIERLEAI
mtu2071
JKSB
Rev. E
2.8
KA/EKMI]M2PB/3B/?1D/01
8
PvD LAYOUI PLAN CLOIERLEAF
20t7t2071
JKSB
ReY. E
2.59
KAIEK\NNIM]?PB I3BIPVDI01
8A
PID SETTING OIII PLAN CLOVERLEAF
-
mtu2077
JKsB
Rev. E
2.60
KA/EKIAIJ}VV2PB13B,P1D/M4
PVD LAYOUT PLAN CH I 7950 - CH
(Pa€l No. 4)
246/N71
2318/2o7l
JKSB
IKSB(S)/P3B/oP lwl1-00153 dated
21t4t2017.
R€v. F .JKSE letter ref. no:
2.67
KA.EK\r'/III\IJ 2PBBB lPW I @7
PVD
CH I 8850 (Pecl No. 7)
2216tm17
231812071
JKSB
JI(sB(S)/P3B/oP/lIM/11-m1$ dated
2.30
Kt/tsICvLrI^,{/2PB/3B/P!D/004a
PVD SETTING OUT PLAN CH I 7950 - CH I 8200
2.31
K4/€Klvr{lMrzPBi 3BPVD/005
PVD LAYOUT PLAN
2.32
KA,EKlrln f/zPBl3BlP!',Dlms
PVD LAYOUT PLAN CH I 8200 - CH I 8450
2.33
Kr{€KI\4,TJI\III?PB/3BPVD/005a
PVD SETTING OtlT FI-AN CH I 8200 - CH 1 8450
KrA/EKtWiI JI\,I//2I'Bl3BlP\,rDl006
P'vD
2.35
IG,EKlv{,,.tM/2PBI38/PVD/006a
PlD SEmING
2.
KA/EKI,{/IJMzPBBB/PID/OO7
PlfD LAYOIII PLANCH 18700 - CH 18850 (Peel No 7)
2.37
Ii{,EKIV(,TJM4PB/38 /pvD / N7 a
2.*
lP\D / 0
I
e
cH
LAYOUI PLAN CH
I
8200 - CH
I 8450
No. 4)
(Peel No. 5)
8450
I
(Pel
No. 5)
(Pel
No. 5)
(Peel No. 6)
- CH I 8700
OUT FLAN CH 1E450 - CH 18700
(Putl
No. 6)
(Peel No. l0)
PvD SETTING OUI PLAN CH 20150 - Ct{
2O400
(Prcl No. I l)
I
2
PvD LAYOUT PLAN CH 2M00 - cH 20650 @uol No. 12)
1
2a
PVD SETTINC OUT FLAN CH 20,100 - CH 20650
I
3
PvD L,AYOUT PLAN cH 20650 - CH 20810 (Perl No 13)
I
4
6
PvD SETTING OIJTPLAN cH
PVD LAYOT T PLAI{ CH
21
20650 -
525 -
cH
cH
21
-
(Peil No.
21
700
EAST
&
15)
No.
14
&
l,
14
(Pel
(Pecl No.
-
l2)
No.
(Pmcl No. 13)
20810
700
(Pel
16
16
& l5)
& l7)
(P@lNo. 18)
l8)
WEST @mel No. I 9)
esel
EAST
No. 20)
@wl
No. 20)
Rev.
LAYOIIT PLAN CH
1
8700 -
1
8200
I
F
OJKSB
)4Nn11
tett$ ref. no:
CONTRACT: SECOND PENANG BRIDGE LAND EXPRESSWAY PACKAGE 38 : BATU K.AWAN EXPRESSWAY
CONTRACTOR: UM GoNSTRUCTIoN SDN BHD
CONSTRUCTION/SHOP DRAWNGS SUBMISSION AND APPROVAL
11
ITEM
NO.
DRAWNG TITLE
ORAWINGS REFERENCE NUMBER
DATE
SUBMITTED
APPROVED
APPROVED
BY
2318/2017
JKsB
IKSB(S)/P3B/DN/IJM/l 1-82 dated
tgt5t2077.
DATE
REMARKS
Rev.
K'EKM/'I JI,'2PBI38/PID/O
I O
PVD LAYOUT PLAN CH 19900 - cH 20t50
(P@l No. l0)
2216t2011
F .rKSB letter ref. no:
2.63
KA"/EKI/t{r}vr2PBABlP}aDloG4
I 8200
(Peel No. 4)
25/812071
JKSB
Rev.C
2.&
KAJEXI4{JI/2PBAB/PVD/OO5
I 8450
(Pmol No. 5)
25t8lmtl
JKSB
Rev.C
2.65
I({,€,KIv{,{M/?PB/38/PVD/m6
PvD LAYOUI PLAN CH I M50 - CH I 8700 (Pm€l No. 6)
25t8t2or7
,KSB
Rev.G
2.6
K'NEKI\4/1II\A
2.67
CI{ I 8850
(Pel
No. 7)
25lAm17
JKSB
Rev.G
IG/EKld,ltNd4PB/3Bi?1D/008
@el
No. 8)
25t8tn11
JKSB
Rev.G
2.68
KIVEK\TATMI?PB I3BlPYD / N9
PI,A.N CH I 9650 - CH I 9900 (Pmel No. 9)
2518/2011
]KSB
Rev.G
2.69
I0!EKI,14JN{,/'2PBI3B/P\D/0 I 0
PlD LAYOUT
PlD LAYOUT
(Pucl No. l0)
2518t2077
JKSB
Rev.G
2.m
KAIEK]WIJM2PBAB,PVD/OI I
PVD LAYOUT
2st8t2017
JKSB
Rev.G
25t8t2017
JKSB
Rev.G
2518/2s71
JKSB
Rev.G
25181m71,
]KsB
Rev.C
251812071
JKSB
Rev.G
25t812011
JKSB
Rev.C
25181m17
JKSB
Rev.G
2st8t2077
JKSB
Rev.G
?PB I 3B
lP\lD
I
$7
PVD LAYOIJT PIÂN
cH
I
8700 -
PI-A,N CH 19900 - CH 20150
KA/EISVYIJMZPBAB/PVD/01
2
2.72
I(AEK]WIn,V?PB/3B/PVD/0I
3
PlLN CH 20150 - CH 2M00 (Peel No. I l)
PvD LAYOUI PLAN cH 20400 - cH 20650 (Peol No. 12)
PVDLAYOU'T PLANCH 20650 - CH 20810 (Pocl No. 13)
2.73
KA/EKII{4II\4,4P8l3B,?\D/0
I
4
PVDLAYOUTPIAN
2.74
KTEKN4/IJI\,il2PBI3B,P!D/0
I 5
2.75
K'EK\I/IJI,'2PBI38/P1D/O
I
6
PVD LAYOUT PI-A,N CH223BO - CH22597 682
2.76
KA,/EKIWIJ}VS2PB/38/PVD/0
I
7
2.n
KA,/EIO'/IJM?PBBB/PVD/OI
PID LAYOUT PLAN CLOVERLEAF - WEST (Peel No. I 9)
PVD LAYOLIT PLAN CLOVERLEAF - EAST (Peel No. 20)
8
C1121525
PlD LAYOUT PIÂNCH
- CH2l7oo(Puel No. l4 & 15)
21700 - CH 21900 (Pmel No. 16
&
17)
(PselNo. l8)
STONE COLUMN
3.0
3.1
10/8126qCUCUmO1
9.2
10/812SqCUU0002
JKSB
STONE COLUMNS LAYOUT
PLAN
TONE COLUMNS LAYOUT PLAN RAMP 3. CH 178.0 TOCTI 288.0, RAMP 7. CH 345,0
74l1Ol2O7O
JKSB
74t70t2070
JKSB
JKSB
TO437.0
3.3
10/81,SC/U0001
STONE COLUMNS LAYOUT PLAN CH
CH 17125.00
14l70lm10
3.4
10/812/SqU@02
STONE COLUMNS LAYOUT PLAN CH 17125,00 - CH 17180.00
lA7olmto
,KSB
3.5
r081zsc/clluooo1
STONE COLUMN LAYOUT
CH26O,O)
2t1712070
JKSB
3.6
l0/81?Jsgcl/L/ooo1.1
sToNE COLUMNLAYOUTPLIII (RAMP 3 CrI259.0. CH 328.0, RAMP 7 CH345.O -CH2tu.O)
a77l20lo
JKSB
3.7
l0/8l1Jsc/cl4./0003
SIONE COLUMN LAYOUT PLAN (MAINLINE CH 18850,0 . CH I893.I,0, RAMP
u1712010
JKSB
3.8
l0/81zsc/cl,t/0003. I
STONE COL1JMN LAYOUT PLAN
u7712010
JKSB
3.9
l0lSt?]sclcLlJoro4,
STONE COLTJMN LAYOUT PLAN (MAINLINE CH 18934.0 - CH I9O3O.O, RAMP 3 CH 70.0. CH 165,0)
2177t20LO
JKsB
3.10
rclStasctcL/Llffic4.l
STONE C\OLTJMN
2J11t2010
JKSB
3.11
10/812/SC[,OD/0001
LIST OF DRAWINCS
|t3/2077
JKSB
Rev 0
3.12
l0/8tzsc/cucl/0001
STOM COLUMNS LAYOUT PILE
7l3lD77
JKSB
Rd0
3.13
IOtItzlSCIC,-fi,!0(101
STONE CIOLUMNS LA,YOUT
3.1{
lc|/Elrscvcl/lJ0ool.l
SETTINC OUT COODINATES FOR RAtvlP 3 : CH 269.0
3.15
ruSt2nC]cl.Mvex
STONE
3,16
3.77
PI-\N (RAMP
17075,00 -
3 CH 269,0 . CH 328,0, RAMP 7 CH345.O
(MAINLINE CH
I885O,O -
LAYOUI PLAN (MAINLINE CH
'
CH 512.0 . CH
'18.0)
CH 18934,0, RAMP ? CH 345.0
IE934,O -
.
-
CH JI8,O)
CH 19030,0, RAMP 3 CH 70,0. CH 165,0)
To 328.0 & RAMP 7 : CH 345.0 tO 280.0)
7|312071
JKSB
R4l
To
& RAMP 7 : CH 345.0 TO 280.0
7t312071
JKSB
R*l
CoLI,MNS I^F\YOUI PI-AN (RAMP 3 : CI{ l65.0TO 269.0 & RAMP 7 : CH4lE.0 TO 345.0)
"u312071
JKSB
Rfl'2
to/a0tscta-t)ufrL1
SE?TING OUI COODINATBS FORRAN'IP 3 : CH 165.0IO 269.0 &RAlvlP 7 I CH 418.0 TO 345.0
"11312017
JKsB
Rdl
to/at2JSC/O-lL1ffi3
STONE
JKSB
Rw3
PLAII (RAMP 3
:
cll
coLUMNs LAYOIIT PLAN (I.TAINLTNE : CH
269.0
18850.0
To
328.0
18934.0
& RAMP 7: cH
J12.0 TO 418.0)
71312011
CONTRACTOR: UM CoNSTRUCTIoN SDN BHD
CONSTRUCTIONISHOP DRAWINGS SUBM ISSION AND APPROVAL
11
ITEM
NO.
DATE
DRAWNG TITLE
SUBMITTED
3.18
l0/8l2sc/clll/0003.1
sEfm{cotncooDINATEsFoRtrAINLlNE:cH18850.0To18934.0&RArP7
3.19
l0lSttsctctuccoq
sIoNE CoLUMNS LAYOUT PLAN OIAINLINE
3.20
to/812tsctcLtL/W.l
SETTINO OI.JT COODINATES
3.21
t0t8t2tSACI.MW'
STONE COLIJMNS
3.22
T|B|ASACUL|0f{5.1
SETTTNG OUT COODNATES FoR MAINLINE
3.23
totEtasctcLtLlCo6
mNE
3.24
l0/8t2/SC/CLA_/0006.
I
LAyol]T
SLmS hyour
CH 18934,0'ID
:
FoR MAINLINE
PL.EN
:
Pr.AN (MAINLNE
:
:
Io
8849.0
I
JKSB
Rw2
JKSB
Rwl
u3tN77
JKSB
Rwl
713t2077
JKSB
Rev 0
7t3t2077
JKSB
Rw0
11e.65)
7t3t2017
JKSB
Rs0
4 : CH 375.347'tO 487.665
7t3t2071
JKSB
Rw0
7t3t2017
JKSB
Rd0
7t3t2071
JKSB
Rd0
7t3t2071,
JKSB
Ra0
71312071
]KSB
Rd0
27tstx77
JKSB
Rev I
27t51m77
JKSB
Rev
27t5t2017
JKSB
RflI
TO 165,0)
7O,O
19030.0 RAMP 4 : I 55.488 TO
2
13.05,
CH 18849.0 To 19030.0 RAMP 4 | 1r5.,m 10 216.067
CH 18931.0 Tb 190t0.0 & RAM?
sEmINc ouT cooDINATES rOR MAINLINE : CH 18934.0'tO
r ; ctl r?J.!{?
& &A]l.lP
19030.0
REMARKS
713t2011
3 : CH
CH 18934.0 To 19030.0 & RAMP 3 : CH ?0.0 TO 165.0
(MAINLINE : CH
APPROVED
BY
7t3t2077
cH5l2.0To418.0
& RAMP
I9O3O.O
DATE
APPROVED
sroNE coLrJMNs LAyO(n PLAN (RAMP
3.26
i.ottt2tsda-n lw1
'tuSt2lsctct-tLtw1.l
3.27
l0/81ZSC/CLI!/0008
sToNE COLTJMNS L-AYilJT PI-AN (RAMP .l : CH 220.0 TO 296.54 & Rrt ltP
3.28
l0/8 lZSCycL/l_/0008. I
SETTING Ot T COODNATES FOR RAMP 4 : CH 220.0 TO 296.964
3.29
tO/BtVSC/CLtu/m1
STONE COLIJMNS
3.30
rotSt2Jsacl-nlcm7.l
sETTB'rc O1JI COODTNATES FOR RAM? 1 - CH 296.964 10
3.31
t0/El2/sc/cullmo8
SIoNE cOLt MNS
3.32
l0/8tzscycl/L/0008.
27t5t2017
JKSB
RdI
3.33
l0/Slzscycl,{-/0001
SIONE COLI]MNS I.AYOUT PI,AN (RAMP 3 : CH 269.0 TO 32t,0 & RAMP ? : CH 345,0 TO 280,0)
916t2071
JKSB
Rd2
3.U
l0/EIZSC/CLltr/ooo1.1
SETING OUT CooDNATES FoR RAMP 3 : CH 269.0 TO 328.0 a RAMP 7 : Ct{ 345.0 To 280.0
9/6t2077
,KSB
Rw2
3.35
ruSt2tsctcLtuc0g2
STONE COLUMNS LAYOUT PI-AN (RAlvP 3 : CH 165.0 TO 269.0
418 0 TO 345.0)
9t612017
JKSB
Rd3
3.
t0/812/socuu00o2.l
SETTING OUI COODINATES FOR RAI\'IP 3
TO 34J.0
9t6t2077
]KSB
Rd3
3.37
tuSt2tsc/cuuun3
STONE COLUMNS LAYOUT
9t6t2077
It(sB
Rfl4
3,38
r0/8lzscvcuu0003.l
SETTINC OIJT COODINATES FOR !,'AINL[NE
9t612077
JKSB
Re3
3.39
lc/Sl2JscycL/1./0004
SToNE COLUMNS LAYOUT PLAN (MAINLINE
9t612077
JKSB
P.d2
3.40
tu$asc/cl
SETTING OUT CTCODNATES FoR MAINLINE
9t6t2077
JKSB
Rev 2
3.L7
^JNM.I
totStascrcuumo5
SIONE COLUMNS LAYOUT PLAN (MAINLINE : CH
9t6tN71
JKSB
Rdl
3.42
rclStasctcl-Nffis.1
SETTING OUT CooDINATES FoR MAINLINE
T0 218.067
9/612011
JKSB
Rdl
3.43
rclEtasclcLMcc{5
mNE CoLmS hYouT
487.65)
9t612071
JKSB
3.44
l0/81zsc/cl[/0006. I
smNc om CmDNAIIS
487.665
91612011
JKSB
Rdl
3.45
rctStasc/cLtL/M7
SToNE CoLUMNS LAYOUT PLAN (RAMP 4 - CH 296.96'lT0 375.14? & RAMP 8: CH 199 037T0 297 564)
9t6tN17
JKSB
Rw2
3.46
l 0/8 I
9t6/2017
JKSB
Rs2
3.47
l0/8lzsc/cl/L/0008
slONE COLUMNS LAYOUT PLAN (RAMP
9t6t2077
JKSB
Rw2
3.48
l0/8lzsc/cuLl0008. I
SETTINO OU'T COODTNATES FOR RAMP 4 | CH 220.0 TO 2%.964
9t6t207"t
JKSB
Rfl2
3.49
l0/8lzsc/clll/0001
STONE
23t7t2011
JKSB
Rw2
3.50
t0/8lzsc/cllt
SETIING OUT COODINATES FOR R.AIUP 3 : Ctl269
23/7/2011,
JKSB
Rs2
3.51
10/81)lSCtCL/LI0002
sToNE CoLUMNS
f o 3as.0)
23t712077
JKSB
Rcv 3
3.52
t0lSlasclcL/I./w).1
SETIING oUT
8.0 TO 345.0
xt7tNl1
JKSB
3.53
rctstasc/cLMw3
SToNE
23t7t2017
JKSB
Ra4
3.54
l0/81?/sc/cull0003.1
sETnNG dJT
23t7t2077
JKSB
Rw4
3.25
sETm{cdJT cooDINATES FoR
l
zsc/clA,/0007. I
0001.1
SET! tNC
4 -
R.AMP 4 -
cH
cH
3?5.!,fi &
296.964 TO
296.96,{
To
LAYCXJT PLAN (RAMP 1
:
cH
t
199.037
&
i
297.564)
To
197.56.{
CH 297.564 TO 3t0.0)
& RAMP 8 : CH 29?.564 fO 380.0
& RAMP
& RAMP
3?5.3.1?
220.0 TO 296.964
cH
& rAMP 8 | cH 199.03710
375.347
,l - CH 296.964 TO 375.34?
LAYOII PLAN (RAMP
zuA.ti4P E :
8
:
CH
I
99.037 TO 297.564)
19.037TO i97.J64
8 | CH
R.AMP E : CH 297.564
To 3i0.0)
Ot T COODIMTES FOR RAMP 4 : CH 220 0 TO 2!X.96{ & RAMP 8 : CH 297.564 fO 380.0
:
Cg
PLAN (MAINLINE :cH
PLAN
18850.0 TO 18934.0
:
cH
& RAMP 7: cH
:
I
& RAMP
1t914.0 TO 1903)0
41 8,0
512.0 TO 418.0)
3
:
cH
70.0 TO 165.0)
cH 18934.0 To l9o3o.0 & RAMP 3 : CH 70.0 To
lA49.0To
19030.0 RAMP
4: l55.1t8TO
CH 18a49.0 To 19030.0 R]{MP 1
18934.0
4 - CH 296
Tb
010
96{'tD
19030.0
375 347
3 : CH
cooDINAIES FoR RAl,lP 3 | CH
1
0
& RAMP
& RAMP
& RAMP
4
:
0
213.067)
I 155.48E
I I Ctl
165
375.317 T0
cH 375.347'Io
8 | CH I5D.037 TO
197.54
8 : CH 297.564 TO 380.0)
& RAMP 8 | CH 297.564 To 380.0
To 328.0 & RAMP 7 : CH 345.0 To 280.0)
010
65 0
& nAMP
19010.0
4 : CH 220.0 TO 296.964
CoLIA{NS U,YOUT PLA).I (RAMP 3 | cE 269
& R-AI\{P 7 : CH 345.0 TO 280.0
328.0
To 269 0 & RAMP ? : cIl
165.0 TO 269.0
coLuMNs LAYOUI PLAN (MAINLINE : CH 18850.0TO
cooDIN
& RAI\{P 7 : CH
165.0 TO 269.0
FoR MAINLINE : CH 18934
LAYOU PLAN (RAMP
: CX{
CH lA50 0 1]3 1E934.0 A RAMP 7: CH 512.0 TO 418.0
:
(MINLINE : CH
SEfm{C Otn COODINATES FOR RAMP
& Rr\Ivtr' 7
& RAI!,IP 7 : CH
18934.0
TEs FOR MAINLINE : CH 18850.0 TO 1E934.0
41
& RAMP
?
:
cH
a RAMP 7: CH
8 0
41
512.0 TD 418.0)
512.0 TO 418 0
I
Rav
I
CONTRACT: SEGoND PENANG BRIDGE LAND EXPRESSWAY PACKAGE 38 : BATU KAWAN EXPRESSWAY
CONSTRUCTION/SHOP DRAWINGS SUBMISSION AND APPROVAL
11
ITEM
NO.
DATE
DRAWING TITLE
SUBMITTED
3.55
tolSt?/saCl-^JW
SToNE CoLUMNS LA,YOIIT PI,AN (MAINLINE
3.56
rctitasclcx-tL/xr0/,.t
SEI.TING OI,T COODINATES
3.57
t0/8tasc/Cl.tLMns
SToNE CoLLTMNS LAYOUT PLAN (MA.TNLINE: CH lEE49.0To 19030.0 RAMP
3.58
lU8t2tSClCItLKfrs.t
SETTTNG OUT COODINATES
3.59
10/8l7SC/CL4/0006
STONE
3.60
10/81?sc/cl&/00)6. I
SSIfiNG OUI COODINATES FOR MAINLINE : CH
3.61
IUEIASCICL/L/o(W
sToNE COLUMNE LAYOUT PIAN (RAMP 4 - CH 296.964T0 375.347 & RAMP
3.62
l0t8t2tsacL/L/tN7.t
sErm{G our cooDINATps FoR RAMP
3.63
10/8t?scicli1,/m08
STONE COLUMNS LAYOUT PLAN
3.64
l0/El?/scicl[/0008. I
SETTING OUT C@DINATES FOR RAMP 4 : CH 220
CoLmS HYOIJI
:
FOR MAINLINE
FOR MAINLINE
PLA){ (MAJNLINE
cH
:
:
18934
0To
19030.0
CH 18934.0 TO
CH 18849.0 TO
19O3O.O
CH 18934.0 To 1s30.0 &
:
1E934
O
1!
19030.0
EAMP
4 : CH 220.0 TO 296.964
O
JrcB
Rtr2
JKSB
R42
4: 155.188T0 21i.06,
23t7t2077
]1(s8
Rsl
RAMP 4 : 155,488 TO 218,067
23t7t2071
JKSB
Rfll
23/7tN17
JI(sB
Rcv I
4 : CH 375.347 TO 487,665
23t7t2077
JrcB
Rdl
CH 19.017 TO 297.J64)
23t7t2077
J1(S8
R*2
23t7t2077
JKSB
Rev 2
23t7t2077
J1(s8
Rcv 2
23t7t201,7
JKSB
Rw2
NP
I
& tu\MP
& RAMP
REMARKS
23t712071
3
:
cH
:
E :
To
70.0
& RAMP 3 : CH
165.0)
TO 165.0
7O,O
CH 375.347
rc
& RAMP 8 : CH 199.037T0
4 - CH 296 964 TO 375.347
APPROVED
BY
23t7tNl|
& RAMP
.I9O3O.O
DATE
APPROVED
G7.665)
197.564
8 : CH 297 564 TO 3,t0.0)
TO 296.964 & PdMP 8 : CH 297.564
tO 380.0
PROJECT SIGNTBOARI)
4.0
4.7
IJI\I/A7,PS 0 I
PROJECT SIGNBOARD SHOP DRAWING
?/7u2010
]KSB
4.2
l
t/M)P502
?/lu2070
JKSB
4.3
ltw-M/Ps03
?/lu2010
JKSB
SPIJNPILE
5.0
Im
5.1
ICP/25088-10/002
O 250
(25B8STD)
78/7U2070
JKSB
5.2
ICP/300B8-10/002
o 300 m (30B8STD)
18/12/2010
JKSB
5.3
ICPB50B8-10/003-l
o 350 m (3sB8sP)
20t1z20ro
J1(s8
PruCST PGT. TENSIONED T- BE$S TOR
5.0
I:m
BHDCE ATCH
!6M
T. BEAM - SPAN 29! ( CAST LENGTH 3a000rm) - (rYPE
l)
6.7
CFICEP/CEITTTPE 1ISP293/RC/IB/001
DETAILS OF POST - Th{SIONSD
6t4t2077
JKSB
Rev A (SUPERSEDED)
6.2
cBcEP/CEHlrypE l/s293/RC/IrV002
DETNLS OF REINrORCEMENT T - BEAtr{ - SPAN 293 (CAST LENGTH 3400orm) - (TYPE I )
61412017
JKSB
Rw A (SUPERSEDED)
6.3
CE"/CEP/CEH/TYPE
DEIAILS oF DIAPHRAOM BEAM STARTTR BARS (CAST LENGTH ?,1000d8)
l)
614t2017
JKSB
Rev
6.4
cfri cEP / ffil/ryw 2|SP294,RC/IB/001
DETNLS oF POST - TENSIONED T - BEAM - SPAN 29a ( CAST LENGTI{ 34000rm) - (TYPE 2)
614i2011
JKSB
Rd A (SUPERSEDED)
6.5
CS./ GP / CgEffyPE 2/ SP294/RC/TBr/002
DETAILS OF PAINTORCEMENT T - BEAM - SPAN 294 (CAST LENGTH 3400otm) - (TYPE 2)
6t4t2071
JKSB
Rd A (SUPERSEDED)
6.6
cnJ cEP / clH/rYPE A 5P294/RC/TB/003
DTTAILS OF DIAPIIRAOM BEAM STARTER BARS (CAST LENGTH
].000rm) - SPAN 29{ - (rYPE 2)
6t4t2017
JKSB
R* A (SUPERSEDED)
6.7
CEICEP/CE1'TI?E I /SP295,EC/TEVOOI
DETNLS oF PoST - TENSIONBD T - BEAM - SPAN 295 (CAST LENGTI{ 3amorm) - (TYPE I )
6t4t2011
JKSB
Rd A
6.8
CEI
I I SP295/RC/TEV002
DETNLS oF REINFoRCEMENT T - BEAM - SPA}I 295 (CAST LENGIH 3a000dm) - (TYPE 1)
6t1!2017
JKSB
Rd A GiUPBRSEDED)
6.9
CE/CEPICEI'TYPE
I/S295/RC/TB/OO3
DSTAILS oF DTAPHRAQM BEAM STARTER BARS (CAST LENGTH 34000tm ) - SPAN 295 " CrfPE
*P / frHtTY?E
I/S?293IRC/TBiOO3
6.10
cEJ GP /CE
6.11
6,/GP/CE IlPC66n tW
6.72
'SP293/RC/TB/002
cEl cnP / ffillJP c66nYw I A,/SP293/RC/TB/003
llPC66ryPE
6.74
6,tqP /c.g.grrc6r,nwB
6,/ fiP / qWP C6f,/I}?E
6.15
cE/ cEP
6.13
I
ffiflryC66 I TYPE
I
A,/Sp293,p1lTB,/001
I
- SPAN 293 - GYPE
I)
DETAILS OF POST . TE NSIONED T.BEAM - SPAN 293 (CAST LENGTH 34OOOm) - (TYPE I A)
A
(ST
PERSEDED)
(S'I.JPERSEDED)
6ta20r1
JKSB
Rd A
3715t2077
J1(s8
R*
B (SIIPERSEDED)
(SLJPPRSEDED)
DBTAILS Or REINFoRCEMENT T-BEAM - SPAI'I 293 (CAST LENGTH 34000m) - (TYPE
lA)
3U5tn11,
JIGB
R*
B (SL"ERSEDED)
DETAILS oF DIAPHRAGM BEAM STARTER BARS (CAST LENGTH 34000tnm) SPAN 293 - GyPE
lA)
3U5/m71,
JKSB
Rd
B (SUPERSEDED)
70t6t2017
JKSB
Rev C
l
rsp293,/pT/TB/001
DET.AILS OF POST - TE NSIONED T-BBAM - SPAN 293 (CAST LENOTH 3400onm) - (TYPE
1
,SP293/RC/TB/002
DETNLS oF REINFORCEMENT T-BEAM - SPAN 293 (CAST LENGTH 3400orm) - (TYPE I A)
70t612017
]KSB
Rcv C
1
A,/SP293,&.C/TB/003
DEIAILS OF DIAPHRACM BEAM STARTER BARS (CAST LENGTH 14000m) SPAII
lA)
10t612s71
JKSB
RflC
293 - CrYPE
I
A)
CONSTRUCTION/SHOP DRAWNGS SUBM lSSlON AND APPROVAL
't1
ITEM
NO.
DATE
SUBMITTED
DRAWING TITLE
(ft"E lA)
DATE
APPROVEO
APPROVED
BY
REMARKS
N SP293EI nBt@l
DETAtr-s oF POST - TE NsloNED T-BEAM - SPAII 293 (cAsT LENomI 3a000rm) -
76t7tNL7
JKSB
Rev D
N SY293 tRClT?l/ &2
DETAtr-S OF PAN\TFONCEMENT T.BEAM - SPAN 293 (CAST LENGTH 34OOOIM) " (TYPE
IA)
76/7t2077
JKSB
R.v D
A/SP293/RC,'TB/m3
DEIAILS oF DIAPHRAGM BEAM STARIER BARS (CAST LENGTH }ooorre) SPAN
IA)
76t7t2017
JKSB
RdD
DBTAILS OF ?OST " TSI{SIONED T - BEAM - SPAN 294 ( CAST LENGTH 34000rm) - (TYPE 2)
211712011
JKSB
RwB
CFICEP/CEIYTYPE 2/SP294 /RC/TB/@2
DETAILS OF RIil{FORCEMENT T - BEAM - SPAN 294 (CAST I.ENGT}i 34OOOIM) . (TYPE 2)
2V7tmll
JKSB
RwB
6.21
CE]CEP/ CfrINYPE
DETAILS OF DI,APHRACM BEAM STARTER BARS (CAST LENGTH 34OOOtrM) . SPAN 294. GY}E 2)
2U7tmt1
JKSB
6.22
cBt
9t8t2071
JKSB
623
cE/ cw lcwypc6llYPE
I Bl sF29 5
9t8t2071
JKSB
R€v
6.24
CBI CW / CE$|EC66{rYPB
1
9t8/2077
JKSB
RwB
6.16
cF/c'Ep/cEI{/PC66|rrPE
6.17
CE / CW / &HIPC66.{YPB I
6.18
cBt cEP / Cf,;lrrcfi
6.79
CEICEP/CEWTYPE ZSP294/YI NW@I
6.20
nwB
?/
c* / cwy$6fi
I
I
SP294/RC/IBIOO3
\PE I Er/SP295imlTB/001
lyl lTBl @2
W SP29 5 {n
nB/ @3
DETAILS OF POST - TSNSIONED T - BEAM - SPAII 293 (CAST LENGTH 34000rm) - (TIPE
DETAILS oF DLAPHRAGM BEAM STARTER BARS (CAST
I.EN TH 34OoOm ) . sPAI.i
(t{!d
295 "
G{PE IB)
Rev B
RwB
B
BrtdS.)
79t4/mtl
JKSB
Rev 2
OO
79141mll
JKSB
Rd2
sloNE COLUMNIÂ.YOUT PI,AN CH t7076.00 - CH I?l25.00
23t7t2071
]KSB
Rd3
CII 17125.00 - CH 1?180 m
23/712071
JKSB
Rd3
1914t2077
JKSB
Rq2
t9t4t2077
JKgB
Rry2
u,t5tnt7
JKSB
Rd3
11t512071
JKSB
Rry3
7.7
to/81213C/L/(nl
sToNE CDLIIMN LAYOUT PLAN CH l?076.m - CH 1?125.m
7.2
to8l2Jsr:/u(fr2
STONE CDLIJMNI.A.YOUT PLAN
8.1
I
8.2
t0lEt2/{,lt1fi2
O/At2Jsr:lj(nl
lB)
DETAtr s oF REINFORCEMENT T - BEAM - SPAN 295 (CAST LENoIH 34000m) - (TYPE I B)
STONE COLUf,fly WORXS - CE 17O7G CE 171fl)
7.O
293 . C|YPE
STONE COLIIMN I-a\YOUT PLAN
CII I?I25,OO - CH 1?I8O
sToNE COLUMN WORXS - CE 2r$0 - CE 22m6
8.0
8.1
loalzsc/u06
sToNE COL(MN ITYOUT PLAN CH 21890.00 - CII 22006.00
8.2
l0/81?sc/u008.1
SBTTING OUT COODNATES FOR CH 21890.00 -
8.3
l0/812/sc -/@
STONB COLIJMNLAYOUT
8.4
I
8.5
l0/tl zsc/L/od
sToNE COLUMN I-A.yOUr PIÂN CH 21890.00 - CH 22m6.00
23t1DO|
JKSB
Ra4
8.6
10El ?sc/1.,/00E.1
srTlNG
EnDOtl
JKSB
Rw4
8.7
A3/loalzsc/u008
sroNE coLLr\dNI-AYour PLAN CH 21890.00 - CH 22m6.00
23t1Dotl
JKSB
Rd0
8,8
ABloal2/sc/u006.1
AS BIJILT DEPTII FOR
23nl20tl
JKSB
Rd0
8.9
AB
AS BIJILT
JKSB
Rd0
8.10
AB/l061 rsclr008.3
AS BUILT DEPTIT FOR CI{
Bnmtt
JKSB
Rd0
8.11
AA/10A1 26CIIJ008.4
AS BIJILT DEPTH FOR CH 21890,@ . CII 22006,00
23/1l?otl
lKsB
R*0
8.12
totSt2ls€la,A)ott
sToNB COLUMNS I-A,YOUT PLAN CH 21484.00 - CH 21525.00
9/a/2011
JKSB
Rd0
JKSB
R.v A .Ref6 to JKSB httq ef. no.:
JKSB(SyP3EvOPnJlrl 140109 d.lrd 2:Vd20l
0/81 2vsc/L/008.1
0AI2/SC/L/008.2
9.0
9.7
BEAM
21E90.00 -
CII 22006.00
PLAN CH 2I89O,OO. CH 22006,00
SETTING OUT COODINATES FOR
Cll 21890.00 - CH 21t90.00 - CH 22m6.00
OL]T COODINATESFOR CH 21890.00 - CH 21890.00 - CH 22006.00
CII 2I89O.OO - CH 22006,00
DEPIII FOR CH
PRTSTRESSINC
Il l.l 4/38/01
c}I
T\?E: IA.
21 89O.OO
21
- CH 22OO6,M
890.00 - CH 22006.00
23n
DOtl
DEIAII,S
PRESTRESSING
DETAILS
25t5t2017
23,6/2077
9.2
nt-14/3.8/U
BEAM TYPE: I B . PRESTRESSING DETAILS
R+ A. .R6ftr to JKSB
25t5/2017
23t6t2011
9.3
Jl I
"1
4/38/03
BEAM T\?E: 2 - PRISTRESSING DETAILS
]KSB
JKSB
23/6t2071
Ef
JKSB(SyP3EyOPn lr/1 140109
Rd d .R.fa b
25/sl2011
ltu
JKSB
l.
no.:
&bd 2rd201
1,
Ltu ef rc.:
JKSB(SyP3B/OP/Uti,rl I{OI09 d.bd 24d20I L
CONSULTANT
..
KKJP? SDN BHD
't1
ITEM
NO.
DRAWING TITLE
DATE
SUBMITTED
DATE
APPROVED
APPROVED
BY
REMARKS
9.4
]l l -I4138/01
BBAM TY?E:
lA.
PRESTRESSING
DETAILS
29t6tm77
JKSB
RdB
9.5
nt-14BB/O2
BEAM TYPE:
IB.
PRESTRESSING
DETAILS
29/6tm17
JKSB
R.v B
Il I -l 4/38/03
BBAM TYPE: 2 - PRESI?ESSING DETAILS
29t612017
JKSB
Rda
CONSULTANT: KRJP2 SDN BHD
CONSTRUCTION DRAWINGS AND CONTRACT DRAWINGS DIFFERENCES OR INADEQUACIES
12
DRAWINGS
REFERENCE
ITEM
NO.
DRAWING TITLE
NUMBER
WP2XPK3B/COO/BFULY/02
Rev 01
&
1
w tPz<lPKSAl COOI Gr lPElLT lDl t03
Rev 00
DESCR!PTION OF
DIFFERENCES
Land Bridge - Pile Cap and Piles
Conflict between two aforementioned
Layout & Centre Line of the Pile
construction drawing at location Pier 5.
Embankment
CHANGES
MADE
DATE
SUBMITTED
REMARKS
JKSB Replied the letter on
26t1112010
1311212010
Official construction drawings were
received on21112110
CONTRAGT: SECOND PENANG BRIDGE LAND EXPRESSWAY PACKAGE
38:
BATU KAWAN E]XPRESSWAY
CONTRACTOR: IJM CONSTRUGTION SDN BHD
13
SUBMIS9ION OF AS.BUILT DRAWNGS
ITEM
NO.
DRAWNGS REFERENCE
NUMBER
SCHEDULED
SUBMISSION
DRAW|NG TITLE
t
@ov. 0)
sToNE COLT MN L.AYOIJI PLAN CH 2l89o'(n - CH 22006'00
2
I
.
AS BT'ILT DEPTH FOR CH 2I89O,OO CH 22006.@
AS BrrrLT DEPrH FORCH2lt90.00 ' cH 22006.00
3
4
SUBMITTED
APPROVED
DATE
DATE
APPROVING
AUTHORITY
REMARKS
23nn$l
23nnU1
23nm11
23t7ml1
23nn011
5
oJKSB lcftcr rcf. no:
JKSB(S)'P3B/OP/lJMrl
00116 datcd 1nf201'l '
1
-
Rc$cst ae built drawing for
6
|JMC(PG!tsKE3B/1 0-022 (GFIW)
PLAN SHOWING PILE AS.BUILT FOR PIER 4 & 5
u8nv1
(l-AND BRTOGE)
thc complotcd filc6 d Land
Bridgc. rIJMC lctter ref. no:
uMc(PG)'tsKEWF3Br11566 (JKSB) datcd 5a/201 1 .
Thc endors€d 6 built
dravving has bccfl Bubmitbd
lon
Slone Column layout Phn CH t 7076.00 - cH
7
t\Bt'l WU ASCMA0 1 (Rev' 0)
I
ABtlOlS'l2lSClUoO1. 1 (Rev. 0)
9
2tscluo0l.2
10
1sftnm1
17125.O0
Stone Cdumn laYout Plan CH 171 2s.00 -
cH
17180.00
CH
-cH
As Built Depth tor CH 17125.00 - CH 17180.00
ABI1OI8I2,SC[J002 (Rev 0)
-
$Bnu1
15nnfi'.l
15t8nm1
Nit
4/M011.
CoNTRAGT: sEcoND PENANG BRIOGE LAND EXPRESSWAY PACKAGE
38:
13
SUBMTSSION OF ASAUILT DRAWNGS
ITEM
NO.
DRAWNGS REFERENCE
NUMBER
(Rov.
1
SCHEDULED
SUBMISSION
DRAWNG TITLE
sToNE COIJI MN LIYoUT PLAI'I CE 2lt9O'0O
'
CH
[email protected]
2
(Rev.
AS BTJILT DEPTI{ FORCH 2I89O,OO - CH 22m6,@
3
(Rev.
lAs su[,t
4
(Rov.0)
DEPTH
ron'cH
DEPII FORCH
cH 22006.@
- cH 22006.00
SUBMITTED
APPROVED
APPROVING
DATE
DATE
AUTHORITY
1
2A7nU1
1
2 I 890.00 -
21E90.00
5
REMARKS
23nnofl
23nnu1
.JKSB lettrr ref. no:
6
rJuc(PGyBKE3B[l 0{122 (G}rw)
PLAN SHOWING PILE AS-BUILT FOR PIER 4 & 5
(LAND BRIDGE)
JKSB(SyP3B/OP/IJM/1 1001 16 datsd fi12011.
Request as built dratving for
the completed Piles at Land
Bridge. .UMC letter ref. no:
4/8n01',l
luMc(pe)BxewruB/11-
lsoo (Jxse) dated 5/8/2ol'1.
lThe endors€d as buitt
ldrawing tras been submitted
lon 4tBl2O11.
I
I
7
ABrI0/81ZSC/1J001 (Rev' 0)
I
AB/1
1 (Rev. 0)
u812ts0lu001.2
9
't0
U8l2/SC/!l)01.
AUl
0/81
ZSC/L002 (Rei'. 0)
Stone Column laYout Plan CH 17076.00 - CH
1sfinm1
17125,O0
Ston€ Column layout Plan CH 17125.00 - CH
15/81201
1
15/81201
1
17180.00
-
cH 17r80.00
As Built Depth lor CH 17125.00 - CH 17180.00
15l8ny1
Nit
CONTRACTOR: tJM CONSTRUCTTON SDN BHD
15
SITE PHOTOGRAPHS
I
\
:! _t \
PHOTO 1 - Desilting at Bridge over Sungai Tengah
CONTRACT: SECOND PENANG BRIDGE LAND EXPRESSWAY PACKAGE 38 : BATU KAWAN EXPRE$SWAY
GONTRACTOR: IJM CONSTRUCTION SDN BHD
16
SITE PHOTOGRAPHS
I
I
.{.4
F
I
Fq
,T
i.
a
,'l ri
{
cl^^--
:n
d
L
't
t--
llrl
\
Iv
[-r
lr
I
PHOTO 2 - Demonstration of grouting of T-beams
I
.+.h. :T
I
t
,-i
I
CONTRACT! SECOND PENANG BRIDGE LAND EXPRESSWAY PACKAGE 38 : BATU KAWAN EXPRESSWAY
REQUEST FOR INFORMATION (RFI)
16
Status
No
Ref No.
Attn To
Subiect
Date
Date
Date
Requested
Required
Replied
/
Remarks
(Open
/
Cloeed)
RFr/140
1
2
0KsB)
4
0KsB)
7
8
IKSB
RII1197
IKSB
0KSB)
0KsB)
Ground Treatment Drawings for Future PDC Local Road
at CH 21000 (Pier 0 and Pier 1 Sg. Tengah Stf4gg)
PDA Test on the Installed Raker Pile at Bridge Over PDC
Road Center Pier using Piline Rig
2-fun
Closed
15-Jun
17-Jun
Nit
Open
-99
15-Jul
22-Jul
Nir
Open
-64
1S-ful
22-Jul
Nit
Open
-64
2-Aug
5-Aug
2-|un
Open
-50
5-Aug
8-Aug
Nit
Open
-47
10-Aug
15-Aug
2-Jun
Open
-40
9-Sep
12-Sep
Nit
Open
-12
-8
14-Sep
16-Sep
Nit
Open
IKSB
Confirmation of the design invert level for earth drain
(ED1 and ED2) - Ch17050 to Ch18800 (LHS & RHS)
14-Sep
19-Sep
2-Jun
Closed
JKSB
Bridge Over Sungai Tengah - PDA Test.
20-Sep
22-Sep
Nit
Open
RFI/2OO
11
Column Works.
2-Jun
Bridge Over PDC Road - Request for change of strands
arrangment for Type 2 Precast T-Beam.
RFI/199
10
20950
required (as of
249t1f)
30-May
IKSB
RFI/198
0KSB)
Drawings
Stone Column Installation Length at CH 20810 to CH
Plate Load Test (KPLT - 7) at First Trial Area for Stone
IKSB
RFI/189
OKSB)
9
IKSB
RFr/184
OKSB)
Deviated Pile Group
Bridge Over Sg. Tengah - Seismic Bearing Construction
IKSB
RFI/I80
OKSB)
Water Pipe
Bridge Over PDC Road - Design Load for Checking of The
IKSB
RFI/170
OKSB)
5
IKSB
RFV166
OKSB)
5
Confirmation of Scope of Work and Material Size for
RFI/148
OKSB)
3
IKSB
Ground Treatment Below JPS Service Road at CH 22165 to
CH 22380 for Stone Column Works
No of days
lapsed from date
-2
REQUEST FOR TNFORMATION (RFr)
16
Status
No
Ref No.
Attn To
Subject
Date
Requested
Date
Required
Date
Replied
/
Remarks
(Open/
Closed)
12
RFr/201
OKSB)
13
IKSB
Pile embankment - PDA pile points number confirmation.
20-Sep
21-Sep
Nlt
Open
Over Sg. Tengah - Revised Pile Plug Length
21-Sep
22-Sep
2-Jun
Closed
RFI/202
OKSB)
IKSB
lr.,rr"
Open = 10
Closed = 190
KIV =f
Cancelled =
Total = 202
1
No of days
lapsed from date
required (as of
249nD
-3

proiek penswastaan jambatan kedua pulau pinang second penang

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