Quality Report - May 20

KERAJAAN MALAYSIA
KEMENTERIAN PERUMAHAN DAN KERAJAAN TEMPATAN

CADANGAN PEMBINAAN PROJEK BALAI BOMBA DAN
KUARTERS MEROTAI, SABAH.

MONTHLY QA/QC REPORT
APR - MAY 2020

PREPARED BY:

PERUNDING PUNCAK ANUGERAH SDN BHD

Unit 8-2, 2nd Floor, Block B, Lorong Kingfisher Plaza 4, Kingfisher Plaza,
88450 Kota Kinabalu, Sabah.

1

QUALITY CONTROL TESTING
SUMMARY & REPORT

CADANGAN PEMBINAAN PROJEK BALAI BOMB

QUALITY CONTR

BQ. DESCRIPTION APPROX. UNIT TESTING FR
ITEM ITEM QTY OF REQUIRED
MATERIAL
NO.

1 EARTHWORKS 26,500.00 m³ a) Swelling & Shrinkage Limit
1.1 Earth Embankment and Fill
b) Atterberg Limit
1 test pe
c) Plasticity Index
d) Soil Type 1 test / 500m² p
e) Gradation Analysis layer
6,000.00 m² f) Field Density Test
1 per 1500
1.2 Preparation of formation 480 m³ a) Atterberg Limit
(Subgrade - top 300mm) 1600 b) Plasticity Index 1 per 300
c) Soil Type
2 ROADWORKS d) Gradation Analysis
2.1 Sub Base e) Laboratory Compaction
f) CBR Test
(225mm thk)
m² g) Field Density Test

2.2 Crushed Aggregate Road Base 360 m³ a) Atterberg Limit 1 per 750
(250mm thk) - AC/DC Lane b) Plasticity Index
(175mm thk) - Internal Road 1600 c) Flakiness Index 1 per
400 1 per 200
2.5 Binder Course (ACBC) d) Gradation Analysis
50mm thk 1600 1 per 750
e) CBR Test
2.6 Wearing Course (ACWC) 1 per
50mm thk f) Laboratory Compaction 1 per 150
1 per 300 ton
3 CONCRETE WORKS g) Crushing Value 1 per 400 ton
3.1 Reinforcement 1 core test pe
h) Sodium Sulphate Soundness 1 per 300 ton
R6,Y10,Y12,Y25 1 per 400 ton
3.2 Concrete m² i) Field Density Test 1 core test pe
m³ a) Plasticity Index
3.3 Reinforced Concrete Pipe
Culvert (All sizes) b) Gradation Analysis
c) % of Particles with 1 Fracture Face
d) Flakiness Index
e) Laboratory Compaction
f) CBR Test
g) Crushing Value
h) Sodium Sulphate Soundness

m² i) Field Density Test
Tonne a) Mix Design

b) Bitumen Extraction
c) Gradation Analysis
d) Marshall Stability
m² e) Thickness and Density
Tonne a) Mix Design
b) Bitumen Extraction
c) Gradation Analysis
d) Marshall Stability
m² e) Thickness and Density

Tonne a) Tensile Test 1 per source
b) Elongation Test

m³ a) Cube Compressive Strength (at 7th 1 cube for 7th d
for 28th day pe
and 28th Day) every 20 bathc

b) Slump Test 1 test

Nos a) Cover to Reinforcement 1 test / 30

b) Works Proof Load 1 test / 30

c) Maximum Load 1 test / 60

BA DAN KUARTERS MEROTAI TAWAU, SABAH.

ROL SUMMARY

PREVIOUSLY THIS MONTH CUMMULATIVE TOTAL NO. OF
TEST BEING
REQUENCY NO. OF TEST NO. OF TEST NO. OF TEST NO. OF TEST NO. OF TEST NO. OF TEST CONDUCT REMARKS
D/SPECIFIED
PASSED FAILED PASSED FAILED PASSED FAILED

er Source 4 4 -4
placed per
4 4 -4
4 4 -4
4 4 -4
24
24 - 24

0m³ placed 4 4 -4
0m² placed 4 4 -4

0m³ placed

source
0m² placed

0m³ placed

source
0m² placed

nne production
nne production
er 500m² placed

nne production
nne production
er 500m² placed

e for each size
day and 2 cubes
er 20m³ or
ces
/ 20m³
0 numbers
0 numbers
00 numbers

MALY Geotechnical Testing Sdn. Bhd. dj,i : l

Lot f'l().6, Grutr:d Firrrr. 8iiicl< Sir l;

Pliasc 68, Tam;rn Srrr ia Sitop Alartillrni

8830i) |aian Pe nampang Larila, Kota Kinabalri, Sahair
TellFax 088-?01 53:l

Ema il : mai,vgt@yahoo com

To : Kementerian Pei-urr:ahan dan Kerajaan Tempatan
Date ; 20ti, |anuarv Zt)20

Dear Sir,

RE: TEST RESULTS FOR PEMBINAAN PROIEK BALAI BOMBA DAN KUARTERS
MEROTAI,TAWAU, SABAH.

Please find the test resulis sunrnrarizecl as follorv:

Sample No. M,D.D,, s-001 s-002 s-003 s-004
Cornpaction Mg/nr:l 1.863 1.875 1.810 1.840
Test o.M.c. % L4.70 74,24 13.40 15.20

Atterberg Liquid ')-l 2B 1f 1B
Limits Limit, iXl 15 11 11
Plasric r5 l5 7
Grading Limits,04 0.0 10 0.0
Analysis Plasticirl, B 40.1 0.0 42.4
Index 0.0 59.9 39.8 57.7
Gravel,{1, 60.3
39.7
Sand, Yo 60.3

Silt & Clay,
%

Thank you,
Yours Faithfully,

Andrew Ho
Maly Geotechniaat Testing Sdn. Bhd.

ARC #tr#rtr#ff {.A$CIffiAroffiy

) i or N, iB Ground Floor. Golden Plaza. Lght lndustrtal Cenlre fel: 088-729 398
Fax 08&729 397
Jalan )atuk Peter Mojunltn, Donggongon Bg50A Penampang,

Kola nnabalu, Sabah Malayua E - ma il arcg t@arcg eolah. c om
(Regislered with Puhlic Worts Department - JKR and qUKONSA) Web Site. www. arcga hb, c om

JAYAWARIS GENFRAL

PEMBINAAN PROJEK BALAI BOMBA DAN KUATERS MEROTAI, TAWAU, SABAH

go(ow Pits t cauronruA eEARtN l

85 1377 | P.rt 4 | 1990 i 7,2.4. Method s Location of rample

Sample No.:

5:OA1

Matefial Reler to Controctot
Detcript,on ol sanlple

45 Hond to Mould no.
Mould lnternal dia.
No. of iayer: 5 gfr
Wei8ht of mould
No. o[ Blowe / layer: 62 % Reference of comprctr" t"rt ,urltt Voluore of mould t51.91 mn
ProvinS Ring Conltant 3546
Mass of sample : 6000 MoD Ref. 7.863 Mg/n' 2i13 gn1
4.0260
Passing on 20mtn sieve I 1009{ OMC Ref. ',.4.70 % kN/Oiv

5urcharSe!Q (lb) { ro of ;n5 (rb) weighr

Mass ol mould + sanrple before soakrng 8125.3 qm CBR VALUE PEN€TRATION

Ma!s ot santple before soaking . 4579 9il t%) 2 snrm 5 omm
Eulk 0€nrrty {Uosoaked) 1.980 Top
Ave(age of fior5tute conlent ,1.03 1.770 Eottom 7,48 8.71
E683 L7,73 18.98

Actua compdcted Dry Densily 1.736

Dry Denrity required 95 % of M.D D Msltn' Final swell 2.11

Mass oi nrould + bdseplate i ranlole atte. soakrnB {Drarned l5,nrnutes) Percent swell

Masr of Water Absorbed 558 _on ) Ch.ng6 ln rorkin8 100 1,57
Soakrng trm€ l 5 ooys
tntiall€ntrh (mm)

CBR Moirture Content CBR mol5tur Before Soakin8
Unit
0O.
Top Bo ttom
Ma5s of di5h & wet spsimen
Mass of dish & dry spKirnen o:13 o14 o.6 P 1:e
Mass of dlrh 425..5
Ma5s oI morsture 36X..2 372.2 442.6 1e!.s
Nlatt 0f dry 5pe(rn)en 343 9 i37.9
Morttui e Corrtefl qm 322.4 332.0 - 160:1 1502
Average of Morjture Coftent 45.4 46.3
gm 15 2 46i 45.4
303.g
9fr )88 ,10.) 58.7 57.6 65,4 20.76

901 285 9 298.5 ??1: 314 7
19.66 )9.63
% )1.40 14 06 20.78 :?=*-.---'-.....-.r

14.03 19.55

iesteo by Keony Da te )1 to 28/A r/2a20
Checked by Oa te 29/01/202A
Ver lied by

A -Asphall Ftsld Con|]ol R . Roao Wo*s Contro! C - Conaete Wo*s Contol

I

z--"\.1.,_J ARC GEOTECH LABORATORY

-L)/
ftmn
Lol Nc. 18, Ground Floor. Golden Plaze. Ljght industriai aentrc. Tet:08&729 398
Jalan Datt* Peler Mojuntin, Donggongan. 99500 penampang,
Fax: 0t\-t29 397
Kota Kinaaalu Sabah. Ala/aysla E.mait [email protected]

(Regislered wlff Public Works Departnent . JKR, CIDB and pUKONSA) Web Sile. www. arcgeol ab.c om.my

asi6ll//-q/r eri .Sr/-.rte 2ilr,)'
Our ref. :
ARCGTL/LAB/P HY I 20 I O3S
Date : 2gth JANUARY 2O2O

JAYAWARIS G EN ERAL CONTRACTO R
f or N, l't Floor, Arked Khidmat,

Lorong Pokok Seroya 5, Jolan Khidmot,

88450 Kota Ktnobolu, Saboh, Moloysia.

Tel & Fax: 088 - 727 709

Dear Sir,

-CALIFORNIA BEARING RATIO laboratory CBR Test.

PEMBINAAN PROJEK BALAI BOMBA DAN KUATERS MEROTAI, TAWAU, SABAH

Materia I Borrow Pits
Refer to Controctor
Location / Source 22nd Jonuary 2020
23'd to 28th lanuary Z0Z0
Date of Received
Date of Test

upon request, physicol tests were carried aut on one (1) number of Borrow pits somple that wqs
sompled ond delivered to our loborotory by our representotive,

The test results are summarized as follows:- s-002
Sontple No.
TAP 7.09 %
Colif orn io Beoring Rotio value ot 95% of M.D.D. BOTTOM 17.33 %

Thank you

Yours faithfully, TORY
lorARC GEOTECH

,'

R @ DEDIK BIN JAMARAN W HAHW tr,
ral Manager

t c. - tloot Jila - ARcaeolob202A

ffiff ,onc Geotech Laboratory

Lf/l ARC GEOTECH LA BORATORY

a:-s ia b r.!/r(,? al .s//t c0 ;1r0,! PUKONSA) Tei: 0BB.729 398
Fax. A88.729 397
Our ref. : E-mait ; [email protected]
Web Site www. arcgeolab. co m.my
Date ;
ARCGTL/ LA BI P HY I 20 I 039
29'n JANl...lARy 2o2o

JAYAWARIS G EN ERAL CONTRACTOR

Lot N, L't Floor, Arked Khidmot,
Lorong Pokok Seroyo 5, lolon Khidmot,
88450 Koto Kinobolu, Sabah, Maloysia.

Tel & Fox: 088 - 722 709

Dear Sir, CBR Test.

-CALIIORNIA BEARING RATIO

PEMtsINAAN PROJEK BALAI BOMBA DAN KUATERS MEROTAI, TAWAU, SABAH

Material Borrow Pits

Location / Source Refer to Controctor

Date of Received 2/d lonuary Z02O
Date of Test Zi'd to 28th lanuory 2020

upon request, physicol tesfs were carried out on one (1) number of Borrow pits somple that wos
sampled and delivered to our loboratory by our representqtlve.

The test results are summarized as follows:- E 5-003 7.88 %
Sample No. 18.12 %
TOP
Colifornia Beorinq Ratio value at 95% of M,D.D. BOTTOM

Thank you.

Yours faithfully,
/orARC GEOTECH

@ DEDIK BIN JAMARAN ffi slp,Hw,r
Manager

c . .- floo( lite - AR('qeaiob2A2O

ffi ,ofC Geotech Laboratory

, cut'' ,qtrC GEOTECH LABORATORY

fslaD/l.rilud ::tncc l00E (Registered with public Works Department. JKR, CIDB and pt)KONSA) Tel:088-729 398
Fax: 088-729 397
Our ref. : ARCGTLILAB/ P HY / ?O / O4A E-mail: [email protected]
29.h JAN UARY 2O2O Web S ite: www.a rcge o I a b, co m, my
Date ..

JAYAWARIS G E N ERAL CONTRACTOR

Lot N, L" Floor, Arked Khidmor,
Lorong Pokok Seraya 5, Jalon Khidmot,
88450 Koto Kinobalu, Sobah, Maloysia.

Tel & Fox:088 * 727 709

Dear 5ir,

-CATIFORNIA BEARING RATIO Laboratory CBR Test.

PEMBINAAN PROJEK BALAI BOMBA DAN KUATERS MER OTAI, TAWAU, SABAH

Material Borrow Pits
Refer to Contrqctor
Location / Source 22nd Jonuory 2O2O
Date of Received 23'd to 28'h Jonuary 2020

Date of Test

upon request, physicat tests were corried out an one (1) number of Borrow pits somple that wos
sampled and delivered to our loborotory by our
representative.

The test results are summarized as follows;- s-004
Na.
TOP 6.89 %
Colifarnio Beoring Ratio volue ot 9s% of M. D.D. BATTOM 78.77 %

Thank you

Yours faithfully, ORATORY
/orARC GE

ROLLIX DEDIK BIN JAMARAN

Manager

. c - floot lije - ARCAeolobZA2A

ffiffi ,onc Geotech Loboratory e,rKR CIDB L-,

-{r.rlr{I. MALAYSIA PU{ON54

:TlI T*r}':II*ECE5 LI-BORATORY & TESTI}IG SDN BHD

(Compauv \r::1 $5996?-D)

.: *- : ). . ,...';: -i : ,'','.(ifOUnd Flulr

- : Y::.:::. B-\5t]-\R 111-:'fI'\R'\

\: . -:.- -:"r-\i ril

TEST SUMMARY REP9RT Dete 0fTest :

'ir'ri.= : 3:\ERAI CONTRACTOR 03.02.2020

F :ElJ€,\.iih pRSJEK BATAI BOMBA NAN KUATERS Date Of ComP: 04.02.2020
,$ABAH. R -001
Sarnple No :

Ilrrpr*on F*lAl L{rER su4-c84!q

Solr* Of Soil Material From Borrow Pits

fE{fl: Chainage J Test Of Offset from Layer No. MDD oMc % Dry Density Degree of Compaction
Nos (rng/m3)
Final Layer {%)
trE,S?-NO f Final Layer 1.863
Final Layer { 95.6
c I€SfNo 2 Final Layer 95.7
Finat Layer +-1.784 95"7 -{
S I€Sf lJo 3 !'inal Layer 95,7
Final Layer 1.782 95.0
4 IESI No 4 Final Layer s6.6
5 fE$f Nq 5 14.v0 iY* 1.783 c6.8
6 tESl ,vo 6 1 77'
I
7 IESTAJo 7
F"*.**::*1*.7-9-_s -r*--
I rEsfffo I
f.803

1.775 95.3

Rernark:

il

.-!SSIST Ll-B }I,$d.{GER

NBI RE,*OL:RCEs L{-BOB..!TTORY & 1ESf.I}{G
\t:1i irilill

T tI

'.-._ l]..'1,@
-

RBI RESOURCES LABORATORY & TESTING SDN BIID

(Company No: r 35 996?-D)

Lot.?,Lot No.Gcs To zg,Ground Floor

strict 0f Semporna BANDAR MUTIARA

1300 Semporna,Sabah.

TEST SUMMAXY REPORT

Client: JAYAWARIS GENERAL CONTRACTOR Date Of Test : 11.02.2020
Project : PEMBINAAN PROJEK BALAIBOI\4BA DAN KUATERS 12.02.2020
MEROTAI, TAWAU,SABAH Date Of Completed: LAB P-002

Sample No : Degree of Compaction
(%)
Description i !.Q.T for Znd layer Embankment fill (From Top) 92.2
92,9
Source Of Soil Material From Borrow Pits 91.1
91.4
Item Chainage I Test Of Offset,.from Layer No. MDD oMc % Dry Density
Nos (mglm3)
Znd Layer {mg/m3) 1.717
1 Point I znd LaWr 1"730
Znd Layer {.863 14.70 1.698
2 Point 2 2nd Layer 1.702

53 Point '.

4 Point 8

Remark: t

f

Chech aa 'Witness By:

\\$"\35ggB1-$ CLERK OF WORK
PERUNDING Pt]NCAK
i
ANUGERAI S B
afle i

I\ u> f>e'z-c

il []17 cilugt ,i&

' :- E€-5e'$ R}I RESOURCES LABOBATORY & TESTING SDN BIID
' .: ,.. ..,|.. "a,;..:i
(Company No: I $5 996?-D)
, : iii:::::l.1.
. Lot.?,Lot No.Gcs To Z9,Ground Floor
l istrict Of Seniporna BaNDAR I\,{UTIARA

' 4..: J.].' I 9: r:l 13OO Semporna,Sabah.
A=

Client: TEST SUMMARY REPORT
Project
JAYAWARIS GENERAL CONTRACTOR Date Of Test : 14.A2.2A2A
15.02.2A20
PEMBINAAN PROJEK BALAI BOMBA DAN KUATERS Date Of Comp: LAB SMP.OO3
MEROTAI ,TAWAU,SABAH.
Sample No i Degree of Compaction
{%l
Description I F.D.T For 3rd/4th/5th layer of Embankment Fill (From Top) 92.2
91.0
Source Of Soil Material From Bonow Pits s0.1

Item Chainage / Test Of Offset from Layer No. MDD oMc % Dry Density 90^3
Nos {mglm3}
3rd Layer (mgtm31
1 Point No1 3rd Layer 1.718
2 Point No2 3rd Layer 1.863 14.70 1.695
3 Point NoS 3rd Layer 1.679
4 Point No8 1.682

Itern Chainage / Test Of Offset from Layer No. MDD oMc % Dry Density Degree of Compactlon
Nos 1mglm3) {%,
4th Layer {mg/m3) 1.819 97.6
1 Point Nol 4th Layer 1.715
4th Layer 1.863 14.70 92.1
a Point No2 4th Layer 1.771
1.768 95.{
3 Polnt No5 94.9

4 Point No8

Item Chalnage / Test Of Offset from -Layer No. MDD oMc % Dry Density Degree of Gompaction
Nos /moIm3I
5th Layer /mo/msl 1.716 %t
1 Point No1 Sth Layer
Sth Layer 1.707 92.1
z Point No2 Sth Layer
1.678 9'r.6
3 Point No5 1.863 14.70
1.747 90.1
4 Point No8
93.8

Remark: Y6

Check \\'itness

Name r AhDtil AeLp {v\wP-e*t Name: CLERI( OF WORK
PERI'NDING RJNCAK
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ANUGERAH S/B
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2

SUMMARY OF NON-CONFORMANCE
REPORT (NCR)

CADANGAN PEMBINAAN BALAI BOMB

SUMMARY OF NON CO

NO. NCR REF NO. DATE ISSUED BY DESCRIPTION OF NON-CONFORMAN
ISSUED

1 NCR 001 3.02.2020 PPASB Earth filling works was carried out without in-situ quality t

BA DAN KUARTERS MEROTAI, SABAH.

ONFORMANCE REPORT

NCE LOCATION ATTACHMENT DATE REPLY / ACTION TAKEN
testing Embankment Area Test Result ACTION
Density test conducted for the
3, 11 & 14 Feb. filled earth.
2020

BK-PEMB-PK(P)-08-08 Pindaan 00
BORANG NCR
hlukasurat 1t1

Tarikh

No, Rujukan BORANG NCR
Nama Projek
Kepada (KontraKor) Tarikh ll9ll r:"-

_,,Allry $.fltllrtlf*,-??{r1:!: lllli tfnsn ml| l$!ftg $i!frr):.$tSI:

?[raq!N.r1 hgNEt]L QtM]nioL

BAHAGIAN A : KETIDAKPATUHAN PRODUK (Untuk di isi oleh PPIPD/WPPTI,VPD/KUUBIKUR)

Butiran Ketidakpatuhan :
(Sila guna lampiran borang pemeriksaan / laporan kecacatan / laporan kerosakan jika perlu)

r$iti$:$il5nhiilln t{ttil: $]th,t"t: ieiir pit0,liti:::!,.,i}}i isprl,; $.in;rii}, iihiyrtl

Pelapor
P.P./Wakil P.P./ PTB I Perunding(T.T, Nama, Cop)

BAHAGIAN B : ARAHAN TINDAKAN PEMBETULAN (Untuk diisi oleh PP/PDIWPPMPD/KUUBTKUR)

Sila ambiltindakan pembetulan terhadap ketidakpatuhan produk di atas sebagaimana berikut

Dilupuskan dari binaan/tapak,

Digunakan untuk tujuanlaplikasi lain, nyatakan ..................

,l Dperbaiki (sila kemukakan cadangan tindakan untuk persetujuan CPP)
\gron mnrnpn!,,, |*uat (f0'{ 4&{tr1et$A &\n}^ts'\ ltrhola? '[qr"t,{}rnrt tqnah
Diterima dengan kelulusan

Tindakan pembetulan hendaklah dilaksanakan segera mengikut arahan kontrak, spesifikasi dan penyata kehendak.

Tarikh keluar arahan S lovl Tarikh terima arahan aL

P. PA//akil. P.P/ Perunding WakilKontraktor
(T.T,Nama,Cop)
(T,T,Nama, Cop)

/ PENCEGAHAN diisioleh kontraktor)

Dengan ini saya mengesahkan pembetulan / pencegahan terhadap ketidakpatuhan produk di atas telah dibaiki
dengan sempurna pada (tarikh) .Q* 1.2!2r,

WakilKontraktor ;qAfitc""z'f#>"o";w-

re,'\::t'{ti(Tandatangan, Nama, Cop,Tarikh)

BAHAGIAN D: PEMERIKSAAN SI.,SULAN DAN PENGESAHAN

Tindakan pembetulan di atas telah dilaksanakan dengan memuaskan memenuhi spesifikasi
PiKUKUB/KUR (T.T, Nama, Cop)
Tarikh pemeriksaan : i4{a\rf w"4

f,}$f\fts 9Fl gvr.
flfunmruq $vuvA\ 66uh\re$ Y]t

3

SUBMISSION OF MATERIAL
PROPOSAL

CADANGAN PEMBINAAN BALAI BOMBA

LIST OF MATERIAL PROP

NO. REF NO. SUBMISSION TRADE DESCRIPTION OF MATERIAL PR
1 JWGC-PPASB-BBM- DATE
2020-003-mat Civil / Structural High Tensile Reinforcement Bar
2 JWGC-PPASB-BBM- 28.02.2020
2020-004-mat
02.03.2020 Civil / Structural Reinforced Concrete Piles: 200 x 200 mm
2.1
- Manufacturer: PBJ Concrete Sdn Bhd / SED
Bhd.

28.03.2020

3 JWGC-PPASB-BBM- 04.03.2020 Civil / Structural Concrete Mix Design (G20, G25, G30)
2020-005-mat 12.02.2020
- Ready Mix Concrete by EXPOGAYA SDN
4 BK-PEMB-PK(P)-08-07 Civil / Structural Geotextile [Geoviro (M) Sdn Bhd ]
(Mock Up Form)
- Product: Geoviro TFI 3400 or Equivalent

DAN KUARTERS MEROTAI, SABAH.

POSAL SUBMISSION

ROPOSAL STATUS REPLIED DATE REMARKS
Approved by Consultant. 12.03.2020
m Square Pile Manufacturer : Steel Industries (Sabah)
DCO Precast Sdn Reviewed with 12.03.2020 Sdn Bhd.
Comments
- Required PE endorsersement for the pile
set calculation

15.05.2020 - Supplier have to revise the settlement
amount of piling as per specification.

Reviewed with 12.03.2020 To include Raw Materials Properties
Comments Report e.i aggregates, sand.
BHD.
No Objection by
Consultant on 21.05.2020 Detail Design has submitted to UKAS
contractor's proposal. (to UKAS, KPKT) KPKT (Attn: Ir. Resli Azha Mohd Zain) for
approval. [ref: PPASB/JO/1903/C(V.2)43 ]

3.1

HIGH TENSILE REINFORCEMENT
BAR

STEEL INDUSTRIES (SABAH) SDN BHD (263484­U)
Mile 7 ½, Jalan Tuaran, Locked Bag 87,88992 Kota Kinabalu, Sabah
Tel: 088­427111 Fax: 088­420111

Buyer: Certificate No. : A017
TECK GUAN TRADING SDN. BHD.
TECK GUAN REGENCY, 318, JALAN ST. PATRICK, OFF JALAN Certificate Date. : 07/12
BELUNU, P. O. BOX 33, 91007 TAWAU SABAH Your Order No. : F2194
Delivery Order No. : A017
Delivery Order Date : 07/12
Specification / Grade : MS14
Manufacturing Process : Quen

CHEMICAL COMPOSITION

Description No. Of Batch No. C Si Mn P S Cu Ni Cr Mo
Coils/
Bundles %

Bar 25 x 12 000 MS 25 5U19103030 0.193 0.210 0.634 0.032 0.038 0.207 0.049 0.089 0.011 0
146 Grade B500B 5U19103031 0.201 0.211 0.613 0.031 0.038 0.203 0.062 0.120 0.013 0

We certify that items referred to on this certificate confirm to specification as stated,
This is a computer generated mill certificate, no signature is required.

Total No. Item In Mill Certificate : 1

  

SIRIM  SIRIM 

MS 146:2014  BS 4449:2005+A2:2009 

PS027801 PS027803

MILL CERTIFICATE

7923 Delivery Destination
2/2019
4/19 TGT TAWAU
7923 TAWAU (ATTN: MS CHOK 014­6543323)
2/2019
46:2014 / B500B PHYSICAL TEST
nching & Self­Tempering
Cross Mass Yield Tensile Rm/Re Elong. Bend Rebend
V Al N CE Sectional per Strength, Strength, at Max PASSED
Metre Re(MPa) Rm(MPa) Force, PASSED
ppm % Area (kg/m) Agt (%)
0.002 0.000 60.000 0.337 (mm²) 3.693 562
0.003 0.000 60.000 0.348 470.44 3.723 557 683 1.22 8.3 PASSED
474.23 669 1.20 7.8 PASSED

ESTHER JOSEPH
________________________________________

AUTHORISED SIGNATURE

 
STEEL INDUSTRIES (SABAH) SDN BHD (263484­U)
Mile 7 ½, Jalan Tuaran, Locked Bag 87,88992 Kota Kinabalu, Sabah

Tel: 088­427111 Fax: 088­420111

Buyer: Certificate No. : A017
TECK GUAN TRADING SDN. BHD.
TECK GUAN REGENCY, 318, JALAN ST. PATRICK, OFF JALAN Certificate Date. : 07/12
BELUNU, P. O. BOX 33, 91007 TAWAU SABAH Your Order No. : F2194
Delivery Order No. : A017
Delivery Order Date : 07/12
Specification / Grade : MS 1
Manufacturing Process : Self­T

CHEMICAL COMPOSITION

Description No. Of Batch No. C Si Mn P S Cu Ni Cr Mo
Coils/
Bundles %

Bar 10 x 12 000 MS 5 7U19082634 0.197 0.185 0.609 0.044 0.033 0.212 0.047 0.088 0.007 0
144 Grade 250

We certify that items referred to on this certificate confirm to specification as stated,
This is a computer generated mill certificate, no signature is required.

Total No. Item In Mill Certificate : 1

  

SIRIM  SIRIM 

BS 4449:1997  MS 144:2014 

PS027804 PC002522

MILL CERTIFICATE

7923 Delivery Destination
2/2019
4/19 TGT TAWAU
7923 TAWAU (ATTN: MS CHOK 014­6543323)
2/2019
144:2014, BS 4449:1997 / 250
Tempering

PHYSICAL TEST

V Al N CE Cross Mass Yield Tensile Rm/Re Elong.
Sectional per Strength, Strength, at Max
Area Metre Re(MPa) Rm(MPa) Force, Bend Rebend
(mm²) (kg/m) Agt (%) PASSED
ppm % 0.603 365

0.002 0.000 0.000 0.335 76.87 509 1.39 17.2 PASSED

ESTHER JOSEPH
________________________________________

AUTHORISED SIGNATURE

STEEL INDUSTRIES (SABAH) SDN BHD (263484­U)
Mile 7 ½, Jalan Tuaran, Locked Bag 87,88992 Kota Kinabalu, Sabah
Tel: 088­427111 Fax: 088­420111

Buyer: Certificate No. : A018
TECK GUAN TRADING SDN. BHD.
TECK GUAN REGENCY, 318, JALAN ST. PATRICK, OFF JALAN Certificate Date. : 20/01
BELUNU, P. O. BOX 33, 91007 TAWAU SABAH Your Order No. : MF01
Delivery Order No. : A018
Delivery Order Date : 20/01
Specification / Grade : MS14
Manufacturing Process : Quen

CHEMICAL COMPOSITION

Description No. Of Batch No. C Si Mn P S Cu Ni Cr Mo
Coils/
Bundles %

Bar 20 x 12 000 MS 30 4U19032221 0.200 0.180 0.620 0.040 0.040 0.270 0.050 0.110 0.007 0
146 Grade B500B 4U19032222 0.200 0.180 0.620 0.030 0.030 0.290 0.050 0.100 0.008 0
4U19032223 0.200 0.180 0.620 0.030 0.030 0.290 0.050 0.100 0.008 0

We certify that items referred to on this certificate confirm to specification as stated,
This is a computer generated mill certificate, no signature is required.

Total No. Item In Mill Certificate : 1

  

SIRIM  SIRIM 

MS 146:2014  BS 4449:2005+A2:2009 

PS027801 PS027803

MILL CERTIFICATE

8260 Delivery Destination
1/2020 TGT LAHAD DATU
173/20 LAHAD DATU
8260
1/2020 PHYSICAL TEST
46:2014 / B500B
nching & Self­Tempering Cross Mass Yield Tensile Rm/Re Elong. Bend Rebend
Sectional per Strength, Strength, at Max PASSED
V Al N CE Metre Re(MPa) Rm(MPa) Force, PASSED
Area (kg/m) Agt (%) PASSED
ppm % (mm²) 2.397 522
0.002 0.000 40.000 0.350 305.29 2.391 569 667 1.28 11.2 PASSED
0.002 0.000 40.000 0.350 304.55 2.404 580 676 1.19 8.4 PASSED
0.002 0.000 40.000 0.350 306.23 691 1.19 7.4 PASSED

ESTHER JOSEPH
________________________________________

AUTHORISED SIGNATURE

STEEL INDUSTRIES (SABAH) SDN BHD (263484­U)
Mile 7 ½, Jalan Tuaran, Locked Bag 87,88992 Kota Kinabalu, Sabah
Tel: 088­427111 Fax: 088­420111

Buyer: Certificate No. : A017
TECK GUAN TRADING SDN. BHD.
TECK GUAN REGENCY, 318, JALAN ST. PATRICK, OFF JALAN Certificate Date. : 17/10
BELUNU, P. O. BOX 33, 91007 TAWAU SABAH Your Order No. : F1809
Delivery Order No. : A017
Delivery Order Date : 17/10
Specification / Grade : MS14
Manufacturing Process : Quen

CHEMICAL COMPOSITION

Description No. Of Batch No. C Si Mn P S Cu Ni Cr Mo
Coils/
Bundles %

Bar 10 x 12 000 MS 10 1U19092858 0.199 0.195 0.638 0.037 0.041 0.261 0.058 0.098 0.010 0
146 Grade B500B

Bar 12 x 12 000 MS 2 2U19092940 0.195 0.169 0.602 0.030 0.036 0.217 0.054 0.111 0.015 0
146 Grade B500B

Bar 32 x 12 000 MS 5 6U19082741 0.211 0.178 0.639 0.037 0.037 0.224 0.045 0.083 0.009 0
146 Grade B500B

We certify that items referred to on this certificate confirm to specification as stated,
This is a computer generated mill certificate, no signature is required.

Total No. Item In Mill Certificate : 3

  

SIRIM  SIRIM 

MS 146:2014  BS 4449:2005+A2:2009 

PS027801 PS027803

MILL CERTIFICATE

7631 Delivery Destination
0/2019 TGT KOTA KINABALU
9/19 KOTA KINABALU
7631
0/2019 PHYSICAL TEST
46:2014 / B500B
nching & Self­Tempering Cross Mass Yield Tensile Rm/Re Elong. Bend Rebend
Sectional per Strength, Strength, at Max PASSED
V Al N CE Metre Re(MPa) Rm(MPa) Force,
ppm % Area (kg/m) Agt (%)
(mm²) 0.593 560
0.002 0.000 70.000 0.349 75.59 640 1.14 8.2 PASSED

0.003 0.000 70.000 0.339 110.79 0.870 551 654 1.19 8.1 PASSED PASSED

0.003 0.000 60.000 0.354 774.70 6.081 578 681 1.18 8.0 PASSED PASSED

ESTHER JOSEPH
________________________________________

AUTHORISED SIGNATURE

 
STEEL INDUSTRIES (SABAH) SDN BHD (263484­U)
Mile 7 ½, Jalan Tuaran, Locked Bag 87,88992 Kota Kinabalu, Sabah

Tel: 088­427111 Fax: 088­420111

Buyer: Certificate No. : A017
TECK GUAN TRADING SDN. BHD.
TECK GUAN REGENCY, 318, JALAN ST. PATRICK, OFF JALAN Certificate Date. : 17/10
BELUNU, P. O. BOX 33, 91007 TAWAU SABAH Your Order No. : F1809
Delivery Order No. : A017
Delivery Order Date : 17/10
Specification / Grade : MS 1
Manufacturing Process : Self­T

CHEMICAL COMPOSITION

Description No. Of Batch No. C Si Mn P S Cu Ni Cr Mo
Coils/
Bundles %

Bar 10 x 12 000 MS 3 7U19082629 0.199 0.183 0.603 0.041 0.027 0.169 0.049 0.087 0.007 0
144 Grade 250

We certify that items referred to on this certificate confirm to specification as stated,
This is a computer generated mill certificate, no signature is required.

Total No. Item In Mill Certificate : 1

  

SIRIM  SIRIM 

BS 4449:1997  MS 144:2014 

PS027804 PC002522

MILL CERTIFICATE

7631 Delivery Destination
0/2019 TGT KOTA KINABALU
9/19 KOTA KINABALU
7631
0/2019
144:2014, BS 4449:1997 / 250
Tempering

PHYSICAL TEST

V Al N CE Cross Mass Yield Tensile Rm/Re Elong.
Sectional per Strength, Strength, at Max
Area Metre Re(MPa) Rm(MPa) Force, Bend Rebend
(mm²) (kg/m) Agt (%) PASSED
ppm % 0.596 330

0.003 0.000 0.000 0.333 75.91 474 1.44 15.8 PASSED

ESTHER JOSEPH
________________________________________

AUTHORISED SIGNATURE

 
STEEL INDUSTRIES (SABAH) SDN BHD (263484­U)
Mile 7 ½, Jalan Tuaran, Locked Bag 87,88992 Kota Kinabalu, Sabah

Tel: 088­427111 Fax: 088­420111

Buyer: Certificate No. : A018
TECK GUAN TRADING SDN. BHD.
TECK GUAN REGENCY, 318, JALAN ST. PATRICK, OFF JALAN Certificate Date. : 07/01
BELUNU, P. O. BOX 33, 91007 TAWAU SABAH Your Order No. : MF00
Delivery Order No. : A018
Delivery Order Date : 07/01
Specification / Grade : MS 1
Manufacturing Process : Self­T

CHEMICAL COMPOSITION

Description No. Of Batch No. C Si Mn P S Cu Ni Cr Mo
Coils/
Bundles %

Bar 10 x 12 000 MS 3 7U19072637 0.199 0.181 0.629 0.041 0.029 0.166 0.055 0.089 0.009 0
144 Grade 250

Bar 12 x 12 000 MS 28 8U19092862 0.204 0.195 0.634 0.029 0.038 0.264 0.048 0.094 0.009 0
144 Grade 250 8U19092875 0.202 0.168 0.585 0.036 0.040 0.232 0.047 0.086 0.008 0

We certify that items referred to on this certificate confirm to specification as stated,
This is a computer generated mill certificate, no signature is required.

Total No. Item In Mill Certificate : 2

  

SIRIM  SIRIM 

BS 4449:1997  MS 144:2014 

PS027804 PC002522

MILL CERTIFICATE

8125 Delivery Destination
1/2020 TGT TAWAU
038/20 TAWAU
8125
1/2020
144:2014, BS 4449:1997 / 250
Tempering

PHYSICAL TEST

V Al N CE Cross Mass Yield Tensile Rm/Re Elong.
Sectional per Strength, Strength, at Max
Area Metre Re(MPa) Rm(MPa) Force, Bend Rebend
(mm²) (kg/m) Agt (%)
ppm %

0.002 0.000 0.000 0.339 77.36 0.607 358 535 1.49 19.7 PASSED PASSED

0.002 0.000 70.000 0.352 109.81 0.862 316 476 1.51 19.9 PASSED PASSED
0.003 0.000 50.000 0.338 109.40 0.859 340 526 1.55 16.1 PASSED PASSED

ESTHER JOSEPH
________________________________________

AUTHORISED SIGNATURE

STEEL INDUSTRIES (SABAH) SDN BHD (263484­U)
Mile 7 ½, Jalan Tuaran, Locked Bag 87,88992 Kota Kinabalu, Sabah
Tel: 088­427111 Fax: 088­420111

Buyer: Certificate No. : A017
TECK GUAN TRADING SDN. BHD.
TECK GUAN REGENCY, 318, JALAN ST. PATRICK, OFF JALAN Certificate Date. : 14/12
BELUNU, P. O. BOX 33, 91007 TAWAU SABAH Your Order No. : F2238
Delivery Order No. : A017
Delivery Order Date : 14/12
Specification / Grade : MS14
Manufacturing Process : Quen

CHEMICAL COMPOSITION

Description No. Of Batch No. C Si Mn P S Cu Ni Cr Mo
Coils/
Bundles %

Bar 16 x 12 000 MS 32 3U19092925 0.205 0.201 0.651 0.041 0.040 0.236 0.055 0.098 0.012 0
146 Grade B500B

We certify that items referred to on this certificate confirm to specification as stated,
This is a computer generated mill certificate, no signature is required.

Total No. Item In Mill Certificate : 1

  

SIRIM  SIRIM 

MS 146:2014  BS 4449:2005+A2:2009 

PS027801 PS027803

MILL CERTIFICATE

7969 Delivery Destination
2/2019 TGT TAWAU
8/19 TAWAU
7969
2/2019 PHYSICAL TEST
46:2014 / B500B
nching & Self­Tempering Cross Mass Yield Tensile Rm/Re Elong. Bend Rebend
Sectional per Strength, Strength, at Max PASSED
V Al N CE Metre Re(MPa) Rm(MPa) Force,
ppm % Area (kg/m) Agt (%)
(mm²) 1.514 569
0.003 0.000 50.000 0.355 192.90 690 1.21 9.9 PASSED

ESTHER JOSEPH
________________________________________

AUTHORISED SIGNATURE

3.2
R.C SQUARE PILE

PBJ CONCRETE SDN. BHD.

PBJ

(A member of PBJ group of companies)

HQ Office: Tawau (Kabota) Site Sandakan Site Office: Kota Kinabalu Office:
Office:

TB 277-278, 3rd Floor, Mile 4 Jalan Timur, Mile 9 1/2, L-71-3, Lot 3rd Floor,
Lo3, Block 29, 91000 Tawau, Jalan Datuk Tay, Block L,
Fajar Complex, Sabah, Malaysia 90009 Sandakan, Off Coastal Highway,
P.O.Box 60242, 91012 Sabah, Malaysia KK Times Square,
Tawau, Sabah, Tel: 011-31652488 88100 Kota Kinabalu,
Malaysia. Tel: 016-8332346 Sabah, Malaysia.
Fax: 089-632195
Tel: 088-287780
Tel: 089-774726 Fax: 088-297780
Fax: 089-763612

CERTIFIED TO ISO 9001:2015 CERTIFIED TO ISO 9001:2015 CERTIFIED TO ISO 9001:2015
CERT NO. : QMS 02866 CERT NO. : QMS 02866 CERT NO. : QMS 02866

1.0 ABOUT US

PBJ CONCRETE SDN BHD is a subsidiaries company of the PBJ group. The
PBJ group is a progressive and well-established group with diversified
business in plantations, property investment and development, stone
quarries, ready-mix concrete and asphaltic concrete. The commitment to
our customers is evident in our continuous investment and diversification
in the product range.

PBJ CONCRETE SDN BHD was incorporated in Malaysia as a private
limited company under the Companies Act, 1965 on 26th February 2014. The
company core business activity is in manufacturing Ready-Mix Concrete,
Reinforced Concrete Piles and other concrete product for infrastructure
and building applications.

We have developed and implemented quality management system ISO
9001:2015 to demonstrate ability to provide consistently product that meets
customers’ needs and applicable regulatory requirements.

At PBJ CONCRETE SDN BHD, we serve to create value for our customers
fulfilling their needs. We continuously seek to provide our customers with a
sustainable competitive edge in the market through our quality products
and services

2.0
PRECAST REINFORCED CONCRETE
SQUARE PILES

Specifications
PBJ RC Piles are designed to MS 1314: 2004 and certified by SIRIM product certification.

MS1314: Part 3:2004 Class S
Size: 200mm x 200mm x 6m, 200mm x 200mm x 3m
Certification no.: PC 002785

MS1314: Part 6:2004 Class RCS-1
Size: 150mm x 150mm x 6m, 150mm x 150mm x 3m
Certification no.: PC 002784

Working Loads of Piles

Maximum axial working loads on PBJ Square Piles are calculated to BS 8004: 1986 and CP

116:1969

Maximum Axial Working load = +
3.65

Where fcu = characteristic cube strength of concrete at 28 days

= 45 N/mm2

Ac = net area of concrete
fsc = 175 N/mm2 for high yield reinforcement

Asc = cross sectional area of longitudinal steel

Description Nominal Size – Nominal Size –
150 mm x 150 mm 200 mm x 200 mm
3m 6m 3m 6m

Class RCS – 1 Class S

Main Reinforcement (mm) 4 Y10 4 Y12
Area of steel (mm2) 314 452
Concrete strength (N/mm2) 45 45

Max. structural working load (kN/tonne) 332/34 572/58

Recommended axial working load 245/25 441/45
(kN/tone)

 Maximum and recommended axial working loads shown are only theoretical structural

capacities of piles.

 Actual working capacities are dependent on soil conditions and other considerations,

but shall not exceed maximum axial working loads shown

Nominal Size Dimension MS1314 : Part 3 Class S RC P
Pile Dimensions and
(mm) L ab c
150 x 150 (mm) (mm) Main Reinforcement
150 x 150 6000 (mm) (mm) 150
3000 150 Wire Size
153 147 No. Dia. (mm) (mm)
4 Y10 4.5
153 147 4 Y10 4.5

Pile Size Conrete Base Pl
mm x mm Cover Thickness
150 x 150
(mm) (mm)
C H
30 6

Piles – Grade 45
d Detail

Lateral Reinforcement Joint Plate
Thickness
P1 X P2 Y P3 Z
(mm) (mm) (mm)
(mm) (mm) (mm) (mm) 4188 6
75 1188 6
32 450 32-75 450 75

32 450 32-75 -

JOINT PLATE DETAILS (CLASS RCS-1)

late Achorage Bar Centering Bar Ms Tube Collar
Width Diameter Length Thickness
Diameter Length Position Diameter Length & Height
mm x mm
(mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm)
W T L Z M ME MI F FI 1.5x50
75 75 16 95
140 10 350 44 12

Nominal Size Dimension MS1314 : Part 3 Class S RC P
Pile Dimensions and
(mm) L ab c
200 x 200 (mm) (mm) Main Reinforcement
200 x 200 6000 (mm) (mm) 200 Wire Size
3000 200
153 147 No. Dia. (mm) (mm)
4 Y12 4.5
153 147 4 Y12 4.5

Pile Size Conrete Base Pl
mm x mm Cover Thickness
200x 200
(mm) (mm)
C H
30 9

Piles – Grade 45 Lateral Reinforcement Joint Plate
d Detail Thickness
X P2 Y P3 Z
P1 (mm) (mm) (mm)
(mm) (mm) (mm) (mm) 3582 9
85 582 9
35 600 35-85 600 85
35
600 35-85 600

JOINT PLATE DETAILS (CLASS S)

late Achorage Bar Centering Bar Ms Tube Collar
Width Diameter Length Thickness
Diameter Length Position Diameter Length & Height
mm x mm
(mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm)
W T L Z M ME MI F FI 1.5x50
75 75 20 95
194 12 385 53 16