À $4r

【豪景花園】

新界青龍頭青山公路100號

第1-26座住戶花槽圍欄拆建工程

已接受標書

承判商: 榕氏營造工程有限公司

合約管理人：嘉xx顧問有限公司

	目錄
第1章	投標表格	3	-	4
第2章	投標條款	5	-	7
第3章	合約條款	8	-	13
第4章	合約特殊條款	14		- 15
第5章	工作條款及細則	16		- 17
第6章	工作報價表	18		- 26
附件
(一)	合約圖則	27
(二)	聲明	28
(三)	物料呈交書	29
(四)	中期檢測邀請表	30
(五)	工程相片	31
(六)	工程服務完成驗收表	32
(七) (八)	履約保証証明工程標準及規範: (A) 法規、標準及安全措施	33 A1		- 34 - A3
(九)	(B) 不銹鋼 (Stainless Steel)工程規範 (C) 軟鋼 (Structural Steel)工程規範往來函件: (A) 嘉xx顧問有限公司:	B1 C1		- B10 - C11

1. 補充及修訂 1 (2013 年 10 月 25 日編號:CC/919/T001-01)

2. 會談確認事項 (2013 年 11 月 25 日編號:CC/919/MM01-YC)

3. 確認事項 2 (2014 年 1 月 20 日編號:CC/919/MM02)

4. 確認事項 3 (2014 年 5 月 24 日編號:CC/919/MM03)

(B) 榕氏營造工程有限公司:

1. 吊運安裝方案 (2013 年 11 月 5 日編號:YCK-L-033-13)

2. 會談確認事項 (2013 年 11 月 27 日編號:YCK-L-039-13)

3. 確認事項 2 (2014 年 1 月 27 日編號:YCK-L-006-14)

À $4r

: o

: /

r $4 :

	$ op		(HK$)	(HK$)
1	f (()) › φ 150mm 25mm @ ◦ () :A(304L LMN);B( 316L LMN);C( S 275 ON)
	A	Type ( l# )
	B	Type ( l# )
2	À φo Q › { › Q (N )◦
	C	Type ( l# )
	D	Type ( l# )
3	b{ (())◦ φ 5 › ) ª S φ ◦ ():A( );B( )
	E	Type ( l# )
	F	Type ( l# )
φ gh :

$Tr X$ 4 › sr i I — $ 4 φ g ST ( vwxyz{ |` a) k HKG 1309 I $4 @ $4 e ◦$T )

) X$4◦

r g .

- ------------------------------------------------------------------------------------------------------------

$`at Xr $4 › kl HKG 1309 IÀ :; X$4 =

5 $4 ◦

e g `a .

$ - ¼

$ ! ¼ ! C ›"#svwxyz{|`a(dW$ “$`a”)!¼ D'◦ i›$`a()*{ +, ! - ◦ ./ g1234+, ›d { +,

! - ◦

1. 56

'6: $ › ª À ›WXg78 976:{ '

!;5;

“( ” À$ q m( 1-26 oÀ

“ ” À$ ◦ W >À i›@ A¼ G¼ Gφ

Gφ G$ G$ BCD 12 !

(g{)◦

“¼ g” ÀFD 12 — GoqÀ !›Hk$`aÀ' +ID 12

!T G`aGJK LM;

“φ ” À u ! φ [NO;

“e ” À ¼+u !¼ g;

“$`a” Àvwxyz{|`a›g$φ mφ gST;

“$`aQ /QST” À $`aRB!Q ›9 責 gS qX*!( !T ;

“S)”, “ )” À$ q !À ) ( g{T;

“Øg” ÀØg UV;

“$ ” ÀFD 12 !$ ◦ A(ÀHLX|s)$ GK$

CGφ # $ ;

“$ E ” ÀF$ o !$ E 95 !;

“$ ”, “89” ÀF$φ $ oÀ H ? !—Y$ 89;

“Z .” ÀÀ+ TÀ' [!\|.◦

o ª{qÀm ›>s$ !o! 12 ]WXm56 -

1.1 T(: qÀmT A`a a;

1.2 : Ab ;

1.3 FD: oq mF_GFDGÀc dX em#›H@dfF_GFDGÀc d

!\ ghc i ];

1.4 s$ og ! jX k em#›HLlmn !g !56 9oKa◦

2. ¼ 12

¼ gpkl$D 12 o! ¼ H@1 IÀ BCÀq$ o!$ ◦

3.1 Fφ .rkl$ oIÀ BCÀq!$ ;

3.2 ¼ gL siG j t o!BCÀq;

3.3 uv!Y)g{BC! ii›@FLj[!Y) w x yHd z{ | {F }!

] uvj[!Y)◦ ¼ g@F~—À i d z{ | { [NH- `a

;

3.4 *+i@d z{G| { 7 uv◦L: ! L t ◦¼ g2[@9 q + $`amj $ H {BC! M◦g )b{BC Mi›f ◦

.$ o!BC— g{ - i›9 ( ] ;

3.5 @u : Y)›g¼ g$ À $ o !: Y)G& / ] i›9 ( l ] ;

3.6 g¼ g o!BC ]{ zi›12sZ . ¼ 12 X*!Q T [N ◦ Z $`aHLlęS Ll 責BCA ; op.d

S . si 2 / ! ◦

4. L /

4.1 ¼ gª{qÀ › @ Z . À!7À oL( /◦ ¼ g$ ?

i› 12d & !{ .◦ .F !7À { . ›$`a 2 ¼ g [N9 { › φ f; !¼ g;

4.2 Z . ir

q{ 2sÀ'Z . ir *+◦ sZ . ir*+! ] ◦ .

q{ 12¼ F$`a!¼ o qX*!À' ;

4.3 g¼ gs¼ 2 / › f¼ g12 責A9 / ! . P$`a BC 9 5 A !q{ ◦ .$`a ¼ g! )*" m φ›¼

g2&$9 mn $`a 95 À 89i! ◦

5 #

5.1 q{¼ 2dgh ◦ ] FBC W›¼ g:L d hp ! S À*t ! ◦ \ ›H@ A+ p b(g"#) Aφ

SÀ $φ o!$ !—Y5 #;

5.2 e e A φ φS ! @ ;$›g G U #G G )G

()G+} G* l 9 ! @;

5.3 ¼ gX F$ ›.9q ! 2F¼ 12 !$ 5◦

@ AFφ Øg UV F ! WÀ R T$G()GJ G G$ G@

9 A $ o!$ @ ! #◦

5.4 ¼ g12dI (lump sum)u e¼ #›L k = ›.¼ gL M

◦

6 C[a

6.1 ¼ g@F/ [' — q ! j[◦ FBC W›¼ g L d

S F / ! osi ◦

6.2 ¼ g@ 9q !$4/$ /( [ \ ◦¼ g/ F q ;f$4/$ /( ! \ fφ o$ ! ◦

7 t φ

$`a d }~- g◦e @ &$$`a 9Q F q /φ ! QST›> A$φ !—YF_責B›@ S) e ◦

8 e $ b! g

¼ g; φ ›9 φ i!$ b l ›H 9 ¼ i! m—

◦ > )b{ FcGFD BCφ i›$`a A@9 4 › 9 ! Y d ◦

$`a @ ¼ g 9/ ! ◦

10 '

$`aHL2tę\ ¼ ! › @ s 3.1 q !i|otę -IÀ BCÀq!

x◦

11 ¼

$`a{ ABC AFZ . ! ◦

12 9

12.1 ¼ gg $ !BC G# & !;5{BCL m ›¼

g@s/ [N ◦/ ¼ g &[ ;$ !q{

G# &;

12.2 $`ag ¼ gq +m op{ z.N 2 ¼ g i›$`x x

¼ gÀ+ - !›.f¼ g@sÀ'! .oÀ+q m !› 9

] ;

12.3 $`ag s)* BC jGsi i›$`x x)* - ! q{¼ g

◦g¼ g@ $`a[N = - !◦. - !g jGsi o! opi› @d -m !op !op›Hd - !!op \ C◦

三 - φ

1 $

1.1 e 2kl$φ o! :;qD'!$ ›$T$`a ;

1.2 $`a(Fφ .r id }~e $t $ !siG jGx G G s

iφ .; F W›e @ ! Hę ! g !siG

jGx G s / i r'F !$ o;

1.3 gA 1.2 ! . φ {q - i›F"#! W›\ !φ @

]$ oq ! ◦ $ oH { ' FL"#! W› e @d Ấ [N!φS φ !\ C›H [N { m

1.4 e 2 $`aC[ —Y $φ 5 ! ›H $`aÀ 9 / q{ φSm$ ;

1.5 e 2H Q -$`aq !q{ $φ { !l ›.fl H F ` iro ›e L $`a= BC m #;

2 φ x

2.1 e @ ? φ ◦F { $`a i›e L φ !IÀG BCÀ

qG 9-!x 9 T G`aGJK LM◦. φ oqX&s$ !$

b l e b! ;

2.2 e HLlA φ o!BCÀq 9 T G `aGJK LM. 9s$φ

!責B 69◦e H2 9 !$ I責◦

3 e 責B

3.1 e 12s= $`a}~! 7 À o( A ! `b".)kl$ op

*+: ! w ›. w o@ X*K$ir G #(g{)GK$ FG$% sg

{ $4 .r( g G BCT !品 `b !mn '(›HÀ ; )

*i@ JK! $`a[N;e H2 lR [Nm w :;$ ◦(q2*+ m w G# ()d:2,φØgb mF À !D'◦)

3.2 e 2 #$ oq !()/ 品:;$ HsK$ ()*+ ( !三)

*+—Y$4q m()/ 品D !Gφ V& d $`a[N ◦g # ()G

品. 9 /0!()/ 品i›121 $`a23 ( #◦

3.3 $`a e À b{( {m# & À dke φ ◦ $e 2

sφ odg67 9+I◦ g{BC 8 9 › e 2 責: f $!5

#◦ g{BC 8 9 › e 2 責: f $!5 #◦ e N 12m # .$`a;$ À i›e @ 責 { T U<J = { Y)◦

3.4 e 2R>Q * —Y $$4{ ml ◦

3.5 e 2s:;$4?@.oÀ+—q$`am$4/89:;<= ( !7) { 0 B φ 5}(5} C12 Aq{$4 G$ -! < [ 5 5}m$ [d Y)) S) C◦

4 /<G<= D

4.1 e sK$.r12H — {5 $ < EB $ ! D 責{ $ !

MgSG FG 'GÀ φ GH$ d ◦ D12 tę $`a

)*!Ic! $T $ φ o ◦ gF φ .r›e BC

!T t ›121 $`a![N;

4.2 $4 i›e 2*+-./012 ( !Д)›d}~$`a /0◦.}~ir2 s 1 À$ *+;

4.3 89:;›q{!$ 12tę/<› $`a )$4 / 89:;<= ( !7) dV&e kl$ !D' :;$ ›9 —_L u<=;

4.4 sφ .r 89:; 6 À o›F$`a! W›e 12À —Y9qL{. $ φ { ! w G #}G # G D G CG φ } (!d $`a◦

4.5 F$ $`a e L M # $φ { ! w G#}G# GD G C

} (!d BC φ ] !$ ;

4.6 $`a e !$ b * ;

5 =

5.1 FLmn$`a!F' xW›$`a{ =BC$ ,φ$ !q{ Àq$

;

5.2 S)] e $:; $N $`a C! ;

5.3 e Ftu$`a }~ <=Lφ ›12s$OДPio *1 !sjG ç JK H ›Hij Àq!$ Àq =! ;

5.4 e g${ 5.3 sjG çJK H i›$`a{ e )*“}~ ”›

H e $`aª H 9 e :; $ ◦ $`a@ e RSA

. !—Y ! x◦

6 T

6.1 e 12 責—Y$U VG WX$ G BC#se 9q Hs( E oq

#!(品!HI◦>A . P!—Y G YZ =d›:2 e 責[ ;

6.2 e 2@\f( { ! ]›:$i12 責 q{Af$ !^_

( ();

6.3 e 2[@q{ $φ !T`(φF F( E o$ H? e F$φ

W! 責;

6.4 $ gFe 95 !ab!( /cdo i›$`a{ FφS!iro be

/$›e L ◦

6.5 e 123Éghg À ( $4i!—YD' q e !—Y責B [ ◦ e 2sÀ ( i$4 g N(◦

7 S` $ T`

7.1 e L j# Fk$ $`aBCφ o!$ ◦ e gj# Fk$g F›$

`a{ lφ φ gi] ◦ e H2 A9 !q{F_責B›He $`

a BC9 5 A !F_責BG #;

7.2 e R>T$`aG( À' [$ !`$›12 3Éf( / [QST!φFφ S D'◦$`aQ L{ ! F{φS!;5W( AfT`! GmO BCnoG@H pÉdS ) e qg r s 9S`/$ T`( A9QS

!`$)d s $ ;

7.3 FBC W›$`aHL2 r s 9S`/$ T`( A9QS !`$)!

. e G9QS BC!責B [ ;

7.4 e G9QS !S`/$ T`g{ DG tu i›g—_ e !

DG tu◦

🖰 3ÉF FD

8.1 e 23É Øg UV qrq!q{F FD◦e @Àw9 `3ÉfdF G FDxÉ ;

8.2 e 23Éq{HI noD xÉ ›e @kl$`a!HIgSy o!

$ ;

8.3 e 23Éq{F F'!z{@ ◦ i›F | ›e 12,φ

$`a!z{@ gSy ›d \s z{i}B9;

8.4 e e A Øg UV qrq!BCF FD.*b!q{F_責B {

m~ ◦.$`a @ RSAe F. P!—Y #! x◦

9 89

9.1 e 2A@$`a! ›sÀ'.r IÀ Àq!89;

9.2 g$φ !9 D ª{À ›ÀS) @ xkl 89.r!89 k

e ;

9.3 e @ 89.r! @ ! C !› A$`a 89.r!89}

~ 5 À ◦

10 2~

10.1 e @ $`a k$`a!À À+ }~ =]›H ,φWX :-

(i) }~ =] @ { φ G GG # ;

(ii) uv{ Y) À+ 4.2 q !$4/ 89:;<= ( !);

(iii) i ii qX +À'! [ k$`aÀ ! N;

11 !

11.1 e F ,φ 10 !D'›S) s= }~ =]7O(60) okl

}~ ! e ;

11.2 $`alklφ !D'›@ À @ m# (g@ );

11.3 @ lkφ o!D's@ )I e ◦

12 /

12.1 $φ $4 $`a$ H S) l@ $4 #◦ $4 C$N À' i›S

){ @ $4 #›$Te i}TN C ;

12.2 e g{ D9S`!$Y›.k$ N f D @ i›S)se $

D i›Fe @=m #o D H +k$ 9Q ◦> /

Q D m › ] φ e ! ◦

13 @ .

13.1 e 2 s<= klφ D ' $ 4 À @ .( Defect Liability Period);F@ o›e 2 H `$HÀ q #)dk @ $4;

13.2 e s= $`a )}~! 7 À o$ :; $4 s $,

φ$`a! i›$`a{ RB9 e { m $4›.e 2e {

! #›H $`a(sφ @ ! o f{ #;

13.3 e 2s $4m@ (Defect Liability Period)o s S)À 9 !89›H

#" ! [ 0B [N{ ! p e P›H S)*+95 ! φ À

—Y{ ! !;

13.4 e 2s@ (Defect Liability Period)o $4 —Y $$45 !g @

三g責B@ (¼@T AS) $`a)›H2klØg UV!F g/" m@

;

13.5 s@ o›e 12 責[ A9 m{ $4. !BC Z.A G$`a

S)f;!BCmn q{ ◦

14. @ ! @

14.1 ${k 6.2 !e ›$`a S){ H 9 T G `aGJK LMQ9

S›.{ ! # 2 e e H s e id › s φ

e S)!9 φ !@ o S)A !q ! ! ;

14.2 > ]$φ qX@ e I ! #›gFφ o${ i›S)(s φ

e S)!9 φ !@ o S)A !q ! ! d 9@

! @◦

15 @ [ U

15.1 e @s$φ r O g6!@ `a¼@Rd[ q{= 責B!g !

@ ›.@ 12} $`a! ;

15.2 15.1 ! ;:

(i) 三g[ 責B›@ W| ~ = L s igh; HL = m

(ii) $ @ (g{ › A $ )G 品 ( Ab W G b @g mO ) / e —Y dq{@f 2 ¼@d[@ { q{= 責BH

,φØgF_FDq m@ @ ;

15.3 e 12F$φ si™sf@ ◦ $`aH@ e À'@ `ax e

Fφ o!@ @ =]j$+ $`a$ @g! x;

15.4 e !S`G $ T` QST›gFφ .rA$φ Pę ‡›e 12s

)三À$ o $`a{ fę ‡ !! }~ φ◦

e g$ Fφ o FÀ'!iro φ oqX&!q{ BCÀq!$ ›S)L{

! gi IÀ BCÀq!φ ›H@ e À* =! x◦ i›S) @ RB9 e :; e $ :;!$ e RSA !q{ # 9 !

@◦

17 [ 責B

17.1 S)G$`a 9S` L WX F_責B›g:

(i) L ABC A. Pe G9S` 9QST!品(!BC ;

(ii) e G9S` 9QSTs$ r*bę ‡(gAS)G$`a 9S`!tu

. Pg );

17.2 e 12I [ / S)G$`a 9S`A{ WXg = ! #G = /

(i) 品( T !BC Gę ‡ : g T ‡› ÀsK$.rq P!

;

(ii) Ae G9S`G 9QST!tu.wP 三g ęBC G 8Gę / ‡ (iii)Ae $ G 9S`G 9QST!tu.wPS)G$`a 9S`{BC G

8Gę ‡;

17.3 e @ Fφ À'!|.o:;9$ ›H'i $`a 9$ ◦ gAe m $ $ s|.o:;.wPBCm = [ ›e 12e S) $`aA

. !—Y5 # @◦

18 Y)

$`a{ A@9 BCT $φ !op› Ae ! G G$

φ d›.] s / e ! ( }~e ◦

19 )b h 品(

ge G9S`G 9QSTs φ i)b /uBC h 品(i›2 f{ h 品

(+ $`a◦

20 ) i!$ H

20.1 g a sØg i›e 2klU<! GH D'φ ◦e 2

kl$`aqr'!À BC{ !1 a GHa!JK;e L A S)=

BC ◦

20.2 e 2[@9S`G 9QSTd{ $`aN φ"! ( ?◦. d ?@ e Gs ◦

21 Y / T

S)(sWXBC BCirW›(d }~gi e !φ ›.]2 BC

![ :

21.1 e 'Y › F 9h)tgc 品 gSc› e T / ]

i !Y *x;H › j jC BC品 G d T!x

*x;!H i;

21.2 e p— JK›9} `a TG F hc9 TG oY G

*2TÀ* 2 `a TG A\{TRBtgT ST; F / A\{T

(RBtgT STi;

S) ] $φ i› Ll / mnS) { 9@ {!—Y x◦

22.1 e G 9S` 9QSTL $`a!Q TG `$ BC5 T À 品

! T ◦.À IMÀ `$Ấ m 品品 $`aqt ◦

22.2 ge G9S` 9QST $φ ' ( 201 ); W

!BC ; BC5 F i›S)L{ ! gi $φ ›HL *BC

[ ◦

22.3 e 2 A $φ PS) $`a! !q{責B◦

23 x

e g) 5O9‰$G\ L{T / 9`ao!BCT 9 S) $`a 9

5 !`a( {BC !x i›@s~ qgd }~S) $`a◦ S){

$φ ›.L *BC[ ◦

24 fi

$φ o!BC g*b G L ! i› dWX fi ;5! :

(i) $ ;

(ii) φ ;

(iii) φ ;

(iv) ¼ ◦

25 ` l

> $φ ! φG l 品G $φ { ! @品 9$ ›g À S) $`a 9 #!

φ F— W(φS S) $`a{ i›e @1 *+ S) $S)

`a ◦F$ $`a! W›e L ` l G #BC φ 9 l 品◦

26 ~

] FBCir›e 2[ S) $`aq{A9 f q #! 品.*b x G

xq !BC = / ◦ e H2 責S) $`aA *b! x # /

F_ # [ A9 !—Y ◦

27 φ

27.1 S)À*

27.1.1 ge FdW ›S)(k$φ S#e :

(i) $4:; F {φS AmW:I K$;

(ii) e {klD' K$;

(iii) 84 u $`aq)*mÀ ›{ { !$4 G L

!#) (品› $4ę 5 4 !mn;

(iv) e *] I 9GY G 2hc T Y G o g d( )

›$φ qg );

(v) e u $φ › À* G G BCTBC (

6 › ge ;

(vi) gV\e $$4K$ 9 !F$$4$ S#kT {

' L F$gφFS#mBCT ◦

27.1.2 gS)k$φ ' e !S#›WX S) e mÀ x 69:

(i) S){ *Yj#BCT › :;f$4›ęSg( $ › #

—Y*i G G$ GHIJKG $$4 G $

! )›ęSg ( $4q m—Y );

(ii) e S) i›s B#O3 o›@ BC ) @φ mx

› φ !E oBC$4φ mx ›] ! S)◦.e q D—Y ) @ $ m$4 › S)— L 責;

27.2 e À*

27.2.1 S)g{dW ›H Ftue { f !}~OД o φ !

\s $3lÀ S›e { )* \}~›Fff o $3lÀ

S› F φ j $φ ◦.e (FH ]S ] ]! W)(

k$φ ? ef$$4:

(i) S)${ $ O— q mÀ'iro e ;

(ii) S) ( )*kφ !D' .)*BCV& ;

(iii) S) *] I 9GY G 2hc T Y ( ) ›$φ

qg );

27.2.2 ge k ' φ i›WX S) e mÀ x 69◦

S) › ›S)@@ e WXg ;

(i) ZT φ › :;m$4 #;

(ii) $. i $:;m$4 #;

(iii) A .DPm$t ;

(iv) e 2@ $φ .r m )› uS) ! )›@ S

)m品 ;

(v) e ( $ 9*i G G$ GHIJKG $φ q !

) › F Wi›e @c BC Z◦

27.3 }~

27.3.1 s ›BC— :( À* φ ◦

27.3.2 F ›@ — )* }~X& ◦Ff }~)*OД ›

g ${i} s9 (L p :)›(F f o›)* }~ X&j φ 9 › }~›2 " S ◦

27.3.3 f }~ d !¼ d Cm ! + $φ qX&m 9

~l ! ◦

φ o!~— D'›@S; qs9 D'; g›g$φ !BC GD'› $φ

!BC BCÀTG G`a 9 ' ] L( H i›:Lmn$φ 9

G D'G $φ !9 D' BCÀTG G`a 9 ! ›9 D'

{ ◦

29 "#F_

$φ ę Øg UV qrq!F_q ◦φ H › $φ !BC ›2*

+Øg UVF S◦

30 ? @A

{2 ›e kl Hrm? @AA& $ $$4m? @A ›e ( @

`a ◦ ? @A @ $4φ qm3(5%)◦e \ F $ f +fqA& j$ φ gST 2 )›.fqA&m{ $ Tφ gST ):$A& ◦

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) ◦

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3 . 4 316 L LMN!W@ E 316 L◦

3 . 5 S 275 N!W@ + 35 N/ mm 2 ◦

3 . 6 S 275 N2 zXYZ M[ \› e À+.z & $`a 2◦

3 . 7 › 2 )5]› e À+.z & $`a 2◦

ᑑ஼ᒳᇆ : HKG1309

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ৢڙᆟ 2012 ڣ 10 ִ 31 ֲޅ଱ॾ֗ਊޅ଱ቹଥૡऱאՀቹঞ: ቹᇆ ଥૡ

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ৢڙᆟ 2012 ڣ 10 ִ 31 ֲޅ଱ቹঞ: ቹᇆ ଥૡ

919/B/01 -

919/B/02 -

919/B/03 -

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919/S/02 -

919/S/03 -

!($) – %&

$ ¼ 1-26 o $4

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Appendix (7)

FROM OF MAIN CONTRACTOR'S SURETY BOND

[To be prepared on headed notepaper of the Surety]

BY THIS BOND we , a company incorporated in and in accordance with the laws of Hong Kong Special Administrative Region, whose registered office is situated at , ("the Surety") are held and firmly bound unto , a company incorporated in and in accordance with the laws of Hong Kong Special Administrative Region, whose registered office is situated at

("the Employer") in the sum of Hong Kong Dollars (HK$ ) for the payment of which sum the Surety irrevocably and unconditionally binds itself, its successors and assigns by these presents.

WHEREAS by an agreement dated ("the Main Contract") the Employer and the Main Contractor undertook certain obligations towards each other in relation to

as defined in the Main Contract ("the

Works") and pursuant thereto the Main Contractor has agreed to execute the Works on terms including inter alia certain Conditions of Contract and the Main Contractor and the Surety have agreed to provide this Bond.

NOW THE CONDITIONS of this Bond are:-

1. In the event of default by the Main Contractor of any of its obligations under the Main Contract, the Surety shall satisfy and discharge any claims,actions, damages, loss, charges, costs or expenses sustained thereby the Employer up to an aggregate of the Bonded Sum.

2. The obligations of the Surety hereunder shall remain in full force and effect and shall not be affected or discharged by (and the Surety hereby waives notice of) any variations to the Works to be carried out under the Main Contract or other amendments to the Main Contract including extensions of time for the performance of the Main Contract or other concessions or waivers granted by the Employer to the Main Contractor for the performance of the Main Contractor's obligations and/or by any other concession or waiver by the Employer of any right or remedy the Employer may have against the Main Contractor and/or by any other bond, security or guarantee now or hereafter held by the Employer for all or any part of the obligations of the Main Contractor under the Main Contract or by the release or waiver of any such bond, security or guarantee.

3. The liability of the Surety under this Bond shall continue and shall not be ceased or terminated unless and until whichever of the following events first occurring:-

(i) Payment by the Surety of the Bond in full.

(ii) Issue of the Practical Completion Certificate to be issued by the Contract Management in accordance with the Main Contract.

4. The liability of the Surety under this Bond shall not be avoided or invalidated by reason of any one or more of the provisions of the Main Contract being or becoming illegal, invalid or unenforceable nor shall the liability of the Surety be released on the termination of the Main Contract for any reason whatsoever.

5. This Bond shall be construed and governed in accordance with the laws of Hong Kong Special Administrative Region and the Surety hereby agrees to submit to the non-exclusive jurisdiction of the Courts of Hong Kong Special Administrative Region.

IN WITNESS whereof this Xxxx has been executed, as a Deed, this

20 .

THE COMMON SEAL OF )

)

[The Surety] was hereunto )

affixed in the presence of :- ) or

Signed, Sealed and Delivered for ) and on behalf of and as lawful attorney of )

)

[The Surety] under power of attorney )

dated by )

in the presence of :- )

day of

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4 À , ! "#$%&'(

)*+, - :

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- : 123 ;#<=- >?@ ;

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- #<P4 QR—T5 UVy(General Specification for Building)

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x67 88 。

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x Ø;' M ! #9 ( <= 45x 4000mm) , "

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TECHNICAL SPECIFICATION FOR

STAINLESS STEELWORK

Careway Consultants Ltd. 10/5/2013

File : 919SSW.DOC

STAINLESS STEELWORK

Clause Title

1. GENERAL

1.1 Standards

2. MATERIALS

2.1 Transportation and Storage

2.2 Mechanical Properties and Chemical Composition

2.3 Hot Rolled Sections

2.4 Cold Rolled Section

2.5 Rivets

2.6 Black Bolts, Screws, Nuts and Washers

2.7 Non-availability Of Specified Materials

2.8 Manufacturer's Certificates

2.9 Markings

3. TESTING OF MATERIALS

3.1 Generally

3.2 Testing of Sections

3.3 Testing of Bolts, Nuts and Washers

3.4 Failure of Tests

4. WORKMANSHIP

4.1 Erection

4.2 Cutting, Sawing and Drilling

4.3 Joints

STAINLESS STEELWORK

CONTENTS (Cont'd)

Clause Title

5. WELDING

5.1 General

5.2 Welders and Testing of Welders

5.3 Welding Record

5.4 Welding Procedures

5.5 Approval Testing of Welding

5.6 Electrodes

5.7 Preparation for Welding

5.8 Slag

5.9 Tack Welds

5.10 Butt Welds

5.11 Fillet Welds

5.12 Temporary Welds

5.13 Acceptance of Welds

STAINLESS STEELWORK

1. GENERAL

1.1 Standards

The use of stainless steelwork shall comply with the following :- Hong Kong Building (Construction) Regulations 1990

AP/RSE Practice Notes

Structural Design of Stainless Steel – SCI Publication P291 BS EN 10088

2. MATERIALS

2.1 Transportation and Storage

Bundle, pack, handle and transport steelwork in a manner that will prevent damage to the steelwork and any protective coating.

Take precautions to minimize exposure of steelwork to atmospheric or chemical pollution before and after fabrication.

Store steelwork awaiting erection clear of the ground and keep different members separate. Lay or stack to avoid accumulation of water or dirt on or against any of the surfaces. Provide suitable packing between layers of stacked steelwork. Ventilate covered steelwork sufficiently to preclude condensation.

Store and stack steel members in such a manner that markings are clearly visible.

2.2 Mechanical Properties and Chemical Composition

Stainless steelwork shall comprise weldable stainless steel grade 304L or grade 316L.

2.3 Hot Rolled Sections

Dimensions, mass, tolerances and rolling margins of hot rolled sections to be to BS EN 10029.

2.4 Cold Rolled Sections

Dimensions, mass and tolerances of cold rolled sections to be to BS EN 10259. Do not use cold rolled sections without approval.

2.5 Rivets

Rivets to be stainless steel rivets for general engineering purposes to BS EN ISO 3560 Part 1 to Part 3:1998.

2.6 Stainless Steel Bolts, Screws, Nuts and Washers

Stainless steel hexagon bolts, screws and nuts to be to BS EN ISO 3560 Part 1 to Part 3:1998. Bolts and screws to be strength grade A4 Class 50 and nuts to be strength Grade 4 unless otherwise specified.

Washers for stainless steel hexagon bolts, screws and nuts to be single coil square or rectangular section, steel spring washers to BS EN ISO 3560 Part 1 to Part 3:1998, unless otherwise specified. Provide tapered washers to give the bolt heads and nuts a satisfactory bearing where so required.

Length of bolts shall be such that the threaded portion of each bolt projects through the nut by at least one thread.

2.7 Non-availability of Specified Materials

Obtain approval for any variation required when the specified material is not available and bear any additional cost arising therefrom.

2.8 Manufacturer's Certificates

Provide the manufacturer's certificates for all steel sections, rivets, bolts, screws, nuts and washers delivered to Site.

2.9 Markings

Clearly mark all steelwork in an approved manner.

Bolts, screws, nuts and washers to have either embossed or indented markings identifying the relevant BS.

3. TESTING OF MATERIALS

3.1 Generally

Allow sufficient time in the Works programme for the testing specified below. Do not incorporate materials until relevant tests have been carried out and approval obtained.

3.2 Testing of Sections

Provide one test specimen for every 40 tonnes or part thereof of each section of same thickness from the same cast. For the purpose of this Clause "same thickness" means similar sections with a variation in thickness not exceeding

+5mm. Test specimens to be taken from sections selected at random on Site by the Engineer.

Prepare the test specimens to BS EN 100021-1:2005 as directed and appropriately mark and deliver them to an approved laboratory, as directed by the Engineer.

Manufacturer's certificates may be accepted as proof of quality in lieu of sampling on Site when all steel sections are prefabricated prior to shipment.

3.3 Testing of Bolts, Nuts and Washers

Provide test specimens and carry out testing of bolts and associated nuts and washers in accordance with the relevant BS in an approved testing laboratory when so directed by the Engineer. Rate of sampling to be as Table 1 unless otherwise specified. Submit test results as soon as they are available.

TABLE 1

Sampling of Bolts

Diameter of Bolts Rate of Sample

not exceeding 16mm 1 in 15,000 or part thereof

exceeding 16mm but not 1 in 5,000 or part thereof exceeding 24mm

exceeding 24mm 1 in 2,500 or part thereof

3.4 Failure of Tests

If any test specimens do not comply with the relevant BS, the Engineer may require further tests at the Contractor's expense or reject the whole or part of the particular consignment, which must be removed from Site forthwith.

4. WORKMANSHIP

4.1 Erection

Prepare and submit details of the proposed method of erection for approval. Details submitted must include type of plant and equipment to be used and if necessary drawings and calculations of any temporary work. Approval will not in any way relieve the Contractor of his responsibility for safe erection of permanent work or the safe erection and subsequent dismantling of temporary work.

Design, construct and dismantle falsework to BS 5975 when specified.

Do not erect fabricated steelwork until all welded joints and specified protective coatings have been inspected, tested where required, and approved.

Align structural members accurately to the specified tolerances and obtain approval before any permanent welding or tightening of bolts until the steelwork has been plumbed, leveled, aligned and approved.

Do not load any part of the structure without prior approval.

4.2 Cutting, Sawing and Drilling

Cut members to size. Flame cutting to be by machine. Finish cut edges as follows :-

a) Remove burrs, sharp arises and slag from edges of all cut members.

b) Dress machine sheared or cropped edges to a neat finish, free from distortion.

Grind stiffeners, plates and the like to fit the profile of the parent member with diagonal cuts to clear the root radius.

Machine stanchion splices and butt joints of compression members true and square.

Form holes for rivets or bolts by drilling except holes in plate less than 1.5mm thick where they may be formed by punching. Punch holes to a size 2mm less than the required diameter and finish the holes by reaming. Finished holes shall be 2mm larger than the nominal size of rivets and bolts up to 24mm diameter and 3mm larger where these are over 24mm diameter.

4.3 Joints

Prepare and prime the contact surfaces at riveted, bolted and screwed joints. If the contact surfaces are specified to be coated or otherwise treated, e.g. machined surface finish, the joint shall be approved before assembly.

5. WELDING

5.1 General

Carry out welding in accordance with the requirements of BS EN 1011-Part 3:2000. Welding to be metal inert gas (MIG) welding, tungsten inert gas (TIG) welding or Plasma arc welding unless otherwise specified.

Execute welding in a flat or horizontal position wherever possible. Do not weld overhead without approval.

5.2 Welders and Testing of Welders

Provide an experienced and competent operative to supervise welding. Submit evidence that all welders are capable of passing the training tests in BS 4871:Part 3:1985, BS4872:Part 1:1982 and BS EN 287 Part 1:2004.

5.3 Welding Record

Keep a record on Site when specified to identify welders responsible for major welds.

5.4 Welding Procedures

Obtain approval of the proposed welding procedures prior to commencing welding including :-

a) Preparation of fusion faces.

b) Preheating temperature where required.

c) Type of electrodes.

d) Number and sequence of runs to build-up the weld bead.

e) Post-heating treatment if required.

Do not depart from the agreed welding procedure without the prior agreement of the Engineer.

5.5 Approval Testing of Welding

Carry out approval testing of welding procedures to BS EN ISO 15614:Part 1:2004+A1:2008 and BS EN ISO 15614:Part 8:2002 when specified, strictly in accordance with the proposed welding procedure using representative samples of the materials. Prepare specimen welds and subject to one or more of the following tests as required :-

a) Butt welds :-

i) Transverse tensile tests to BS 18.

ii) Transverse bend tests to BS 1639 with the root of the weld in tension and compression respectively.

iii) Side bend tests.

iv) Macro-examinations.

b) Fillet welds :-

i) Fracture tests.

ii) Macro-examinations.

Strictly follow the procedures of welding established in the successful approval test for the works. Carry out further approval tests if either the material or procedure changes.

5.6 Electrodes

Covered electrodes shall be to DD ENV 1090-6. If electrodes used in conjunction with fluxes are employed they shall give a weld deposit having mechanical properties at least equal to the minimum specified for the parent metal. Use electrodes and fluxes strictly in accordance with the manufacturer's recommendations.

5.7 Preparation for Welding

Prepare fusion surfaces to BS EN 1011-Part 3:2000. Surfaces must be dry. Warm the surfaces if required to remove condensation.

5.8 Slag

Remove welding slag by chipping before depositing subsequent runs.

5.9 Tack Welds

Tack welding may only be used with express approval. Tack welds to be minimum 50mm long.

5.10 Butt Welds

Butt welds shall be full penetration welds between prepared fusion faces, unless otherwise specified. Carry out back chipping, grinding or gouging of the deposited weld as required to obviate imperfections in the root run. Grind butt welds flush without loss of parent metal.

5.11 Fillet Welds

Deposit fillet welds to the required length, throat thickness and with partial or full penetration as specified.

5.12 Temporary Welds

Do not weld temporary attachments to principle joints. Obtain approval of the position of welds for temporary attachments.

5.13 Acceptance of Welds

The following non-destructive tests shall be carried to ascertain the quality of the welded connections:

a) 100% of the welded joints to undergo visual inspection to BS EN 970:1997; and

b) 5% of the welded joints to undergo dye penetrant test to BS EN 571- 1:1997 or ultrasonic test to BS EN 1714:1998.

Limits for imperfection of welded joints, welding procedure approval test, welder qualification approval test and non-destructive tests shall conform to quality level B as stipulated in BS EN ISO 5817:2007.

Employ an approved specialist firm to carry out and interpret these tests and provide any necessary labour and attendance. The testing programme and the standard of acceptance shall be approved. Should test results indicate that welds are below the standard of acceptance, carry out approved remedial measures and further acceptances tests at no extra cost.

TECHNICAL SPECIFICATION FOR

STRUCTURAL STEELWORK

Careway Consultants Ltd. 10/5/2013

File : 919STSW.DOC

STRUCTURAL STEELWORK

Clause Title

1. GENERAL

1.1 Standards

2. MATERIALS

2.1 Transportation and Storage

2.2 Mechanical Properties and Chemical Composition

2.3 Hot Rolled Sections

2.4 Cold Rolled Section

2.5 Rivets

2.6 Black Bolts, Screws, Nuts and Washers

2.7 Non-availability Of Specified Materials

2.8 Manufacturer's Certificates

2.9 Markings

3. TESTING OF MATERIALS

3.1 Generally

3.2 Testing of Sections

3.3 Testing of Bolts, Nuts and Washers

3.4 Failure of Tests

4. WORKMANSHIP

4.1 Erection

4.2 Cutting, Sawing and Drilling

4.3 Joints

STRUCTURAL STEELWORK

CONTENTS (Cont'd)

Clause Title

5. WELDING

5.1 General

5.2 Welders and Testing of Welders

5.3 Welding Record

5.4 Welding Procedures

5.5 Approval Testing of Welding

5.6 Electrodes

5.7 Preparation for Welding

5.8 Slag

5.9 Tack Welds

5.10 Butt Welds

5.11 Fillet Welds

5.12 Temporary Welds

5.13 Acceptance of Welds

6. SURFACES PREPARATION AND PROTECTION

6.1 Surfaces Preparation

6.2 Painting to Joints

STRUCTURAL STEELWORK

1. GENERAL

1.1 Standards

The use of structural steelwork shall comply with the following :- Hong Kong Building (Construction) Regulations 1990

Hong Kong Code of Practice for the Structural Use of Steel - 2011 AP/RSE Practice Notes

2. MATERIALS

2.1 Transportation and Storage

Bundle, pack, handle and transport steelwork in a manner that will prevent damage to the steelwork and any protective coating.

Take precautions to minimize exposure of steelwork to atmospheric or chemical pollution before and after fabrication.

Store steelwork awaiting erection clear of the ground and keep different members separate. Lay or stack to avoid accumulation of water or dirt on or against any of the surfaces. Provide suitable packings between layers of stacked steelwork. Ventilate covered steelwork sufficiently to preclude condensation.

Store and stack steel members in such a manner that markings are clearly visible.

2.2 Mechanical Properties and Chemical Composition

Structural steelwork shall comprise weldable structural steel grade S275 (mild steel) or grade S355 (high yield steel).

2.3 Hot Rolled Sections

Dimensions, mass, tolerances and rolling margins to be : -

a) Universal beams, columns, joists, tees and channels to BS4 : Part 1.

b) Hollow sections to BS 4848 : Part 2.

c) Angles to BS 4848 : Part 4.

Tolerances and rolling margins for plates, flat bars, wide flats, universal wide flats, round and square bars to be to BS 4360.

2.4 Cold Rolled Sections

Dimensions, mass and tolerances of cold rolled sections to be to BS 2994. Do not use cold rolled sections without approval

2.5 Rivets

Rivets to be mild steel rivets for general engineering purposes to BS 4620.

2.6 Black Bolts, Screws, Nuts and Washers

Black hexagon bolts, screws and nuts to be to BS 4190. Bolts and screws to be strength grade 4.6 and nuts to be strength grade 4 unless otherwise specified.

Washers for black hexagon bolts, screws and nuts to be single coil square or rectangular section, steel spring washers to BS 4464, unless otherwise specified. Provide tapered washers to give the bolt heads and nuts a satisfactory bearing where so required.

Length of bolts shall be such that the threaded portion of each bolt projects through the nut by at least one thread.

2.7 Non-availability of Specified Materials

Obtain approval for any variation required when the specified material is not available and bear any additional cost arising therefrom.

2.8 Manufacturer's Certificates

Provide the manufacturer's certificates for all steel sections, rivets, bolts, screws, nuts and washers delivered to Site.

2.9 Markings

Clearly mark all steelwork in an approved manner.

Bolts, screws, nuts and washers to have either embossed or indented markings identifying the relevant BS.

3. TESTING OF MATERIALS

3.1 Generally

Allow sufficient time in the Works programme for the testing specified below. Do not incorporate materials until relevant tests have been carried out and approval obtained.

3.2 Testing of Sections

+5mm. Test specimens to be taken from sections selected at random on Site by the Engineer.

Prepare the test specimens to BS 18 as directed and appropriately mark and deliver them to an approved laboratory, as directed by the Engineer.

Manufacturer's certificates may be accepted as proof of quality in lieu of sampling on Site when all steel sections are prefabricated prior to shipment.

3.3 Testing of Bolts, Nuts and Washers

TABLE 1

Sampling of Bolts

Diameter of Bolts Rate of Sample

not exceeding 16mm 1 in 15,000 or part thereof

exceeding 16mm but not 1 in 5,000 or part thereof exceeding 24mm

exceeding 24mm 1 in 2,500 or part thereof

3.4 Failure of Tests

4. WORKMANSHIP

4.1 Erection

Design, construct and dismantle falsework to BS 5975 when specified.

Do not erect fabricated steelwork until all welded joints and specified protective coatings have been inspected, tested where required, and approved.

Do not load any part of the structure without prior approval.

4.2 Cutting, Sawing and Drilling

Cut members to size. Flame cutting to be by machine. Finish cut edges as follows :-

a) Remove burrs, sharp arises and slag from edges of all cut members.

b) Dress machine sheared or cropped edges to a neat finish, free from distortion.

Grind stiffeners, plates and the like to fit the profile of the parent member with diagonal cuts to clear the root radius.

Machine stanchion splices and butt joints of compression members true and square.

4.3 Joints

5. WELDING

5.1 General

Carry out welding in accordance with the requirements of BS 5135. Welding to be manual metal-arc welding unless otherwise specified.

Execute welding in a flat or horizontal position wherever possible. Do not weld overhead without approval.

5.2 Welders and Testing of Welders

Provide an experienced and competent operative to supervise welding. Submit evidence that all welders are capable of passing the training tests in BS 1295 and if specified, carry out approval tests to BS 4871 : Part 1 or BS 4872 : Part 1 as applicable.

5.3 Welding Record

Keep a record on Site when specified to identify welders responsible for major welds.

5.4 Welding Procedures

Obtain approval of the proposed welding procedures prior to commencing welding including :-

a) Preparation of fusion faces.

b) Preheating temperature where required.

c) Type of electrodes.

d) Number and sequence of runs to build-up the weld bead.

e) Post-heating treatment if required.

Do not depart from the agreed welding procedure without the prior agreement of the Engineer.

5.5 Approval Testing of Welding

Carry out approval testing of welding procedures to BS 4870 : Part 1 when specified, strictly in accordance with the proposed welding procedure using representative samples of the materials. Prepare specimen welds and subject to one or more of the following tests as required :-

a) Butt welds :-

i) Transverse tensile tests to BS 18.

ii) Transverse bend tests to BS 1639 with the root of the weld in tension and compression respectively.

iii) Side bend tests.

iv) Macro-examinations.

b) Fillet welds :-

i) Fracture tests.

ii) Macro-examinations.

Strictly follow the procedures of welding established in the successful approval test for the works. Carry out further approval tests if either the material or procedure changes.

5.6 Electrodes

Covered electrodes shall be to BS 639. If electrodes used in conjunction with fluxes are employed they shall give a weld deposit having mechanical properties at least equal to the minimum specified for the parent metal. Use electrodes and fluxes strictly in accordance with the manufacturer's recommendations.

5.7 Preparation for Welding

Prepare fusion surfaces to BS 5135. Surfaces must be dry. Warm the surfaces if required to remove condensation.

5.8 Slag

Remove welding slag by chipping before depositing subsequent runs.

5.9 Tack Welds

Tack welding may only be used with express approval. Tack welds to be minimum 50mm long.

5.10 Butt Welds

5.11 Fillet Welds

Deposit fillet welds to the required length, throat thickness and with partial or full penetration as specified.

5.12 Temporary Welds

Do not weld temporary attachments to principle joints. Obtain approval of the position of welds for temporary attachments.

5.13 Acceptance of Welds

Where specified, test welded joints by radiographic methods to BS 2600 : Part 1 and Part 2 with the type of film specified by the Engineer or by ultrasonic methods to BS 3923 : Part 1 and Part 2 to ascertain that the joint is free from flaws, cracks or other imperfections. Employ an approved specialist firm to carry out and interpret these tests and provide any necessary labour and attendance. The testing programme and the standard of acceptance shall be approved. Should test results indicate that welds are below the standard of acceptance, carry out approved remedial measures and further acceptances tests at no extra cost.

6. SURFACES PREPARATION AND PROTECTION

6.1 Surfaces Preparation

Prepare surface to receive protective coatings in accordance with one of the following :-

a) Manually clean metal surface thoroughly to remove all dirt, weld spatter, grease and the like. Chip, scrape and wire-brush to remove loose scale back to clean metal. Remove surface film of mill scale and rust with detergents, if approved, strictly in accordance with the manufacturer's recommendations. Painting to be as Table 2 Type A.

b) Mechanically remove all loosened material with power driven tools such as carbourndum grinding discs, chipping hammers and needle guns and follow with steel wire brushing and dusting. Avoid excessive brushing and apply the protective coating within 2 hours to the cleaned surface. Painting to be as Table 2 Type B.

c) Blast-clean steel for painting to BS 4232 second quality with 95% of the surface clean bare steel, unless otherwise specified. The maximum amplitude of the blast cleaned surface shall not exceed 0.1mm. Clean the blasted surface by vacuum and do not touch the surface by and or contaminate it in any other way. Apply the protective coating within 2 hours to the cleaned surface. Submit a sample of blast cleaned steel not less than 150 x 150 x 6mm adequately protected in sealed clean polythene wrapping for approval before any Work is carried out. This approved sample will be retained for comparison with the subsequent prepared steelwork. Painting to be as Table 2 Type C.

6.2 Painting to Joints

As soon as possible after joints have been completed and approved, the parent and the joint material, exposed parts of bolts, nuts and washers and weld affected areas shall be brought up to the same standard of preparation and painting as the adjoining surfaces.

TABLE 2

On Structural Steel Surfaces

Number of Coats Redecoration of Type of Treatment On New Surfaces Existing Surfaces =============================================================== Type A One coat lead based primer to One finishing coat of BS2523, one finishing coat all micaceous iron oxide of micaceous iron oxide paint. paint after surface Total dry film thickness 100 um properly cleaned by minimum. approved detergent.
Type B	One coat rust inhibitive primer,	One finishing coat of
Type B	two undercoats and one	micaceous iron oxide
	two undercoats and one	micaceous iron oxide
	finishing coat all of micaceous	paint after surface
	iron oxide paint. Total dry film	properly cleaned by
	thickness 150 um minimum.	approved detergent.
Type C	Three coats zinc-xxxx primer	One finishing coat of
Type C	with epoxy binder to BS4652	micaceous iron oxide
	with epoxy binder to BS4652	micaceous iron oxide
	or inorganic zinc-xxxx primer	paint with chlorinated
	with silicate binder, dry film	rubber binder after
	thickness 150 um minimum and	surface properly
	one coat of micaceous iron	cleaned by approved
	oxide paint with chlorinated rubber binder.	detergent.

標書編號 : HKG1309

附件(九) - 往來函件

(A) 嘉xx顧問有限公司:

1. 補充及修訂 1 (2013 年 10 月 25 日編號:CC/919/T001-01)

2. 會談確認事項 (2013 年 11 月 25 日編號:CC/919/MM01-YC)

3. 確認事項 2 (2014 年 1 月 20 日編號:CC/919/MM02)

4. 確認事項 3 (2014 年 5 月 24 日編號:CC/919/MM03)

(B) 榕氏營造工程有限公司:

1. 吊運安裝方案 (2013 年 11 月 5 日編號:YCK-L-033-13)

2. 會談確認事項 (2013 年 11 月 27 日編號:YCK-L-039-13)

3. 確認事項 2 (2014 年 1 月 27 日編號:YCK-L-006-14)

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