Bukit d [Claim]

8/18/2019 Bukit d [Claim]

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NO. ITEM

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1

B.

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PROJEK: -'"m!"r



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DESCRIPTION

SITE C'EARIN)

ITEM 0-1-02SR 3Clear the whole area of the construction site of all grass, lalang, belukar,

shrubs and all debris and construction materials, structural or else

where as directed by Engineer.

E4CA,ATION (OR DRAIN 'A5IN)# PIPE# BO4 C+',ERT# S+MPS#MAN*O'ES# PIERS

ITEM --62SR 0

Eca!ate to drain for drain laying to de"th not eceeding 1.5m in

"re#a""ro!ed length to minimise incon!enience to "edestrian and

!ehicular tra$c, get out and remo!e to a ti" to be "ro!ided by the

t t f k it i l di h di t d tti it

Kerja-kerja Pembersihan dan Pembaikan Sisem Per!arian di



PRECAST CONCRETE B'OCK DRAIN

ITEM -9-02SR 08

)urchase 1:mm 1:mm "recast concrete block drain from a""ro!ed

manufacturer trans"ort to site and lay to eact line, le!el and gradient as re;uired

in "re"ared trench *measured se"arately. 'nclude for >ointing in cement

mortar *1+3 for cutting and waste.

PRECAST CONCRETE +-S*APED DRAIN

ITEM -0-2SR 06

)urchase =::=:: mm "recast concrete <#sha"e drains with dry weather

?ow channel from a""ro!ed manufacturer, trans"ort to site and lay to

eact line, le!el and gradient as re;uired in "re"ared trench.

'nclude for >ointing and "ointing in cement mortar *1+3. rawing

o. ()/::3/11.=: *6789 12:/3= refers.

)'A;ED <ARE *A'(-RO+ND C*ANNE'

ITEM -3-2SR 06

)urchase best commercial ;uality straight 225mm ..0. channel in

::mm or =::mm lengths from a""ro!ed manufacturer, trans"ort to site

and lay as directed on "re"ared concrete bed *measured se"arately. 'nclude

for >ointing in cement mortar 1+3 and for all cutting and waste.



(u""ly and lay well burnt clay brickwork in cement mortar 1+3 in walls and

shafts of ins"ection chambers and manholes, "iers to sus"ended "i"e lines,

columns, walls to any de"th or height not eceeding 3m measurement not

including o"enings. 'nclude for ?ush "ointing of >oints.

*reduced to 225mm thickness for measurement.

T+R(IN)

ITEM -0-02SR =0

(u""ly blended soil as s"eci%ed in (ection C and s"read to a thickness

not less than @5mm. 'ncluding for fertiliAing with Brock "hos"ateB

or B)7 15.15.15B as s"eci%ed.

ITEM -0-2SR =0

)ro!ide and lay tur!es of car"et grass to side of slo"es of drain or otherwise as

re;uired and include for "egging in B("ot#ur%ngB where

s"eci%ed and 1:mm centre to centre untill tur!es thri!e. 'ndi!idual tur!es

should not be smaller than 225mm by 15:mm. he Contractor shall inform

Engineer of his source of su""ly of all tur!esused on the works.

(I''IN)

ITEM = 02SR 0



S+B-TOTA'

O,ERA'' S+B TOTA'

'ess /

TOTA'



>T5 +NIT

1-::.:: M 4.5: 98#6.

Cer"n D# B"ki Seia$an%sa# K"a&a

RATES?RM@

AMO+NT?RM@



14.:: M 25.2: =8.3

5=.:: M 24:.:: 01#06.

53.:: M 15.: 36.3



@5.:: M =.:: 8#098.

341.:: M 12.:: 1#7.

341.:: M 4.5: 0#8=1.8



07#.7

001#=98.9

#398.01

70#8.86



Prjek: TEM

NO. ITEM

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BOK BAT+ )+N+N)? R+BB'E PITC*IN) <A''@ DI JA'AN MA*AMER+.

DESCRIPTION

Eaain $rk Fr !re!arain F F"ndainEca!ation for ubble )icthing along 6alan Dahameru

Eca!ation for half glaAed drain behind of rubble wall

Eca!ation for ew ubble all at ew (um" for Cascading drainage installation

Eca!ation for ew (um" to be constructed at Cascading drain installation

Eca!ation for ew Cascading drian at (um"

("ndain ?Oera&&@ (r R"bb&e <a&&s# S"m! G Draina%es.

oundation for ubble )itching 8long 6alan Dahameru Dainline

oundation for 1/2 dia 12 laAed rainage Fehind ubble all 8long 6alan Dahameru Dainline

oundation for ubble all at Cascading rainoundation for ew (um" at Cascading drain

oundation for ew Cascading rains at ew (um"

(i&&in% Fr S"b-Base Fr Draina%e

illing of sand as sub grade for 1/2 laAed drain behind ubble all along Dahameru Dainline

itto or Cascading drain at ew (um"

Pane& Brik$a&&s Cnsr"in

Construct Frickwall at new sum" 8s ater etention all

Renderin% Fr Brik$a&& ? Brik$a&&s !ane&# S"m! brik$a&&s G Driana%e brik$a&&s@.

endering for Com"leted Frick ater etaining all at ew (um" * 2.4 m :. m

Painin% OF Brik$a&&s Pane&s# Briks C&"ms #MS Pre-(ab (enin% G Serie MS Dr.

)ainting of Emulsion )aint for Frickwall )anel 2 coats *8s ater retaining all at (um"



S"!!& G Insa&& Pre-(ab MS )rain% 2$ Irnmn%eries $rk Fr Manh&e a R"bb&e$a&&

(u""ly and 'nstall D.( rating for Danhole at 6alan Dahameru as re"lacement

Draina%e SiHeners ? Kerb ? 'eF G Ri%h F T! Ca!!in% Fr Drains

o su""ly to" ca""ing and kerb wall as stiGener to rains Fehind ubble wall

itto but at cascading drain ubble walls * ew (um" (ystem

Cnsr" F R"bb&e <a&& Fr S&!e re!air# S"m! and Draina%e Ssem.

Construct ubblewall at slo"e re"air location along 6alan Dahameru Dainlineitto as abo!e

itto as abo!e

itto as abo!e

Construct ubblewall Fothsides at Cascading 1/2 ound laAed rainage (ystem ad>oining to new (um"

Construct ew (um" consists of ubble )itching Daterials

Construct ubble wall under 1/2 dia 3::mm drainage at end of drain to sum"

S"!!& G Insa&& 02 R"nd )&aed Drain a R"bb&e$a&& G Ne$ S"m! area

(u""ly H 'nstall 1/2 ia glaAed drains behind rubblewalls along 6alan Dahameru(u""ly H 'nstall 1/2 ia glaAed drains at ew (um"

S"!!& G Insa&& <ee!h&es a R"bb&e <a&&s

(u""ly H 'nstall 3dia )IC )i"e including "re"aration work as %lter for rubble )itching walls along Dahameru

itto Fut 8t Cascading drians

(u""ly H 9ay Crushed (tones as )acking behind etaining walls to form ee" holes and etc.

itto as abo!e but at (um" Cascading drain ubble walls

Ca!!in% Fr Draina%e a R"bb&e Pihin% $a&&s

Ca""ing for 6alan Dahameru rainage Fehind ubble )itching walls

S+B-TOTA'



DIMENSION In Meers+nis > Raes Amount

9E0 '0 0E'0

L W H

125.:: 1.:: 2.2: M= 2@5.:: 1.:: 3.6 2,365.00

125.:: :.35 :.3: M= 13.13 1.:: 03. 236.25

1.2: JJJ :.15 M= :.22 1.:: 03. 3.89

-.:: 1.:: :.-: M= .4: 2.:: 03. 230.40

-.:: :.3- :.:- M= :.23 1.:: 03. 4.05

125.:: 1.:: :.1: M= 12.5: 1.:: =6. 500.88

125.:: M= :.242 1.:: =6. 7,139.00

-.:: :.-: :.1: M= :.4 2.:: =6. 302.08

1.2: JJJ :.1: M= :.144 1.:: =6. 33.98

-.:: M= :.242 2.:: =6. 913.79

125.:: 1.:: :.15 M= 1-.@5 1.:: =. 603.75

-.:: 1.:: :.15 M= 1.= 1.:: .= 34.26

2.4: :.: M 1.44 1.:: 9. 103.68

@.2: 1.5: M 1:.-: 1.:: 08. 162.00

@.2: 1.5: M 1:.- 1.:: 6. 64.80

Ns.?(ina&@



M

113.:: :.3: M 33.=: 2.:: 08. 1,017.00

-.:: :.3: M 2.4: 2.:: 08. 72.00

.5: :.5 1.25 M= 5.2- 1.:: 060. 850.2814.:: :.5 1.-: M= 1.3- 1.:: 060. 2,637.18

-:.:: :.5 1.=5 M= 1:1.4: 1.:: 060. 16,325.40

12.:: :.5 1.15 M= -.=@ 1.:: 060. 1,444.17

-.:: :.3: :.-: M= 1.=2 2.:: 060. 618.24

1.2: :.3: :.@: M= :.25 2.:: 060. 81.14

:.=: :.3: :.@: M= :.1= 1.:: 060. 30.43

113.:: M.R"n 1.:: 6.1 2,983.20-.:: M.R"n 1.:: 6.1 211.20

:.3: :.:@5 M.R"n 15.3: 51.:: 8. 765.00

:.3: :.:- M.R"n 3.: 12.:: 8. 180.00

:.3: :.15 :.15 M= :.:1 51.:: 16. 15.84

:.3: :.15 :.15 M= :.:- 12.:: 16. 3.73

113.:: :.3: :.15 M.r"n 2.:: 67. 15,594.00

55,526.62



Remarks

SOR Page 12 (Item 2-2-6)

SOR Page 12 (item 2-2-9)




SOR PAGE 14 (Item 2-5-5)

SOR PAGE 14 (Item 2-5-1) JKA1260/2A

SOR PAGE 14 (Item 2-5-5)SOR PAGE 14 (Item 2-5-5)

SOR PAGE 14 (Item 2-5-1) JKA 1260/2A

SOR Page 12(Item 2-3-2)


SOR Page 39(Item 3-6-1)

SOR page 26(Item 2-15-4)

SOR PAGE 65 ( Item 10-1-5)





SOR PAGE 26 ( Item 2-16-1)SOR PAGE 26 ( Item 2-16-1)






SOR PAGE 22 ( Item 2-13-1)SOR PAGE 22 ( Item 2-13-1)

SOR PAGE 32 (Item 2-22--9)

Ditt

SOR page 26 (Item 2-16-5)

Ditt a! a"#e

SOR PAGE 19 (Item 2-10-35

P$%! 20&

11'10532

66'63194

Bukit d [Claim]

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