Ts Sidartat

7/23/2019 Ts Sidartat

http://slidepdf.com/reader/full/ts-sidartat 1/24

Bill of QuantityMr.Sidarta Residence - Pulomas, East Jakarta

NO. Descrition units !olume

". M"#N B$#%D#N&

#. Preliminary 'orks

1 Site clearing include cutting big tree at the back of the house 1,552.00

2 Uitzet & Stake out 1,552.00

3 Direksi keet ,Material Storage,est !orker "rea,and #oilet $ot 1

% !ater sul' for construction (orks $ot 1

5 )o(er sul' electric'ti for construstion (orks $ot 1

* )ro+ect construction billboard cs 1

113.50

- oulank 1*.00

/ olleted and reoed all rubbish during and finished the ro+ect $ot 1

10 *.-

11 )ro+ect docoentation and hoto $ot 1

12 Mobilisasi deobilisasi $ot 1

13 )rocureent $ot 1

Su(-)otal Preliminary

##. Structure 'orks

.. Eart 'orks

1 Soil 4caation

3,-25.00

6 Soil 4caation for ileca area 7Manual8 *-.15

6 Soil 4caation for 9utter Suit area 7Manual8 -3.50

6 Soil 4caation for #:ea area 7Manual8 1%-.23

2 ack ;illing trenches

6 back filling foundation trenches 5-.00

6 )roide and la'ing good soil for highest ground leel eleation aseent ;loor 5*%.05

slab 4leation : 3.05,:3.10,and :3.15

include coacting the la'er (ith staer achine

6 )roide and la'ing good huus soil for landscae and lantation area 0.00

3 Sand $a'er

6 Sand la'er for underla'ing )ileca foundation 10c thickness /.0/

6 Sand la'er for underla'ing #:ea, 10c thickness /.-0

6 Sand la'er for underla'ing concrete slab baseentfloor ,10c thickness 0.-3

Su(-)otal Eart 'orks

.. De/aterin0 'orks Mont 1.22

1 Suit )u kaasitas < 2)= units *.00

6 )o(er Sul' and )ie >nstalation

2 echarge !ell units -.00

6 Drilling and install cassing )? @ %A : - include )ie >nstalation fro suit

3 Berator 2% hours hours 2,--0.00

Su(-)otal De/aterin0

.3. Seet Pile for cut /orks 0uard and cerucuk (am(u

²

²

#eorar' construction fence (ith etal hollo( frae and aluniu cladding or senggelobang on the boundar' of land,fins.etal ainting

¹

¹

#erite #reatent use heical "genda 7e.ba'er8 on reconstruction and back fillingtrench foundation rocess

²

6 Soil 4caation and Deolition old house ;oundation , out of location for aseent andfoundation (orks until 4leation : %.%0 74caator & Dutruck8 ³

³

³

³

³

³

³

³

³

³



1 )roide and erection concrete sheet ile : $ * C %5.00

2 erucuk babu C 120.00

Su(-)otal Seet ile '

.1. 4oundation Pile 252cm

6 )roide and erection concrete ile 2020c oint 230.00

6 Deolished concrete ile for +ointing ileca & #:ea 7stek8 units 230.00

Su(-)otal 4oundation

.6. 7ement 7oncrete Structure

Basement floor E%!.-3.2

Pileca 4oundation 8 Sloof9)-Beam

6 $ean concrete fine agregate and ortar 135, 5c thickness %%.-*

6 ataco (all as egisting #:ea and ileca -11.-/

6 )ileca foundation ,ceent concrete =250 (ith reinforceent 55.%2

6 Sloof #:ea ceent cocrete =250 (ith reinforceent %%.*/

Sla(

6 Slab #'e " 4$?.:%.10 : t.12c ceent concrete=250 : @-:150 3.5-

6 Slab #'e 4$?.:%.05 : t.12c ceent concrete=250 : @-:150 /.**

6 Slab #'e 4$?.:3,15 : t.15c ceent concrete=250 : @10:150 %0./1

6 Slab #'e D 4$?.:3.10 : t.12c ceent concrete=250 : @-:150 5.06 Slab #'e 4 4$?.:3,05 : t.12c ceent concrete=250 : @-:150 2/.2*

3 7oloumn

6 eent concrete =250 (ith reinforceent *%.13

1 Retainin0 'all

6 #'e ! 1 t.15c : 4$?.:3.10 ,eent concrete =250 (ith reinforceent -%.

6 #'el ! 2 t.20c : 4$?.:3.15 :1,0 ,eent concrete =250 (ith reinforceent 20.3

6 #'e ! 3 t.15c : 4$?.:3.15:%.10 ,eent concrete =250 (ith reinforceent .1%

6 #'e ! % t.20c : 4$?.:%.10 ,eent concrete =250 (ith reinforceent 12./-

6 4loor E%!. -.22

1 Sla(

6 ;lat Slab ceent concrete=250 (ith reinforceent .%%2 7oloumn

6 eent concrete =250 (ith reinforceent 3.11

3 Beam

6 eent concrete =250 (ith reinforceent *.2

: st 4loor E%!. ;9- 2.22

1 Sla(

6 ;lat Slab ceent concrete=250 (ith reinforceent *3./5

2 7oloumn

6 eent concrete =250 (ith reinforceent %2.1*

3 Beam

6 eent concrete =250 (ith reinforceent -0.5*

< nd 4loor E%!. ; 1.62

1 Sla(

6 ;lat Slab ceent concrete=250 (ith reinforceent *1./%

2 7oloumn

6 eent concrete =250 (ith reinforceent 33.1

3 Beam

6 eent concrete =250 (ith reinforceent -5.22

³

²

³

³

³

³

³

³

³

³

³

³

³

³

³

³

³

³

³

³

³

³

³



= 3 rd 4loor E%!. ; >,22

1 Sla(

6 ;lat Slab ceent concrete=250 (ith reinforceent 5*.50

2 7oloumn

6 eent concrete =250 (ith reinforceent 10.2*

3 Beam

6 eent concrete =250 (ith reinforceent *.5%

> Roof 4loor E%!. ; 3.62

1 Sla(

6 ;lat Slab ceent concrete=250 (ith reinforceent 1*.0-

2 7oloumn

6 eent concrete =250 (ith reinforceent 1.%2

3 Beam

6 eent concrete =250 (ith reinforceent 2-.%%

2 Roof Stairs and %ift "rea 4loor E%!. ; 3.62

1 Sla(

6 ;lat Slab ceent concrete=250 (ith reinforceent 1.%%

2 7oloumn6 eent concrete =250 (ith reinforceent 0.00

3 Beam

6 eent concrete =250 (ith reinforceent %.00

S/immin0 Pool

1 Sla(

6 ;lat Slab ceent concrete=250 (ith reinforceent 30.*

2 7oloumn

6 eent concrete =250 (ith reinforceent 1.2*

3 Beam

6 eent concrete =250 (ith reinforceent -.5

Stairs

1 Main Stairs * st floor and nd floor+ - ?all units

6 ;lat Slab ceent concrete=250 (ith reinforceent 10.25

2 Main Stair *"s ? 3 -1+

6 $ift $ob' baseent to Eall 1 st floor 3.21

3 Main Stair * "s E 3 -1 +

6 Eall 2 nd floor to 3 rd floor 3.02

% Main )erace Stair

6 ;ront 2.-

6 Side 2.-

5 Ser@ice Stair *"s E :-<+

6 9arage to Maid "rea in baseent 0.-** Ser@ice Stair * "s E <-= +

6 9arage to =itchen 1 st floor 2.*2

6 =itchen to Eall 2nd floor 3.1-

6 Eall 2nd floor to#erace 3 rd floor 3.1-

6 #errace 3 rd floor to oof 3.1-

Ser@ice Stair * "s ? <-=+

6 Maid =itchen to 1st floor 2.%-

- Stair to &enset room 2.02

/ &ym "rea 2.%-

³

³

³

³

³

³

³

³

³

³

³

³

³

³

³

³

³

³

³

³

³

³

³

³

³



Su(-)otal 7ement 7on

###. Masonry

3. ?e(el 'all

Basement 4loor

1 )roided and la'ing lightbrick 7bata ringan8 Eebel 10 c thickness %30.-*st floor

1 )roided and la'ing lightbrick 7bata ringan8 Eebel 10 c thickness 53.05

2 )roided and la'ing lightbrick 7bata ringan8 Eebel 12 c thickness : Double !all %*/.5%

nd floor

1 )roided and la'ing lightbrick 7bata ringan8 Eebel 10 c thickness -2*.*5

2 )roided and la'ing lightbrick 7bata ringan8 Eebel 12 c thickness : Double !all 5%.%2

3 rd floor

1 )roided and la'ing lightbrick 7bata ringan8 Eebel 10 c thickness **%.25

2 )roided and la'ing lightbrick 7bata ringan8 Eebel 12 c thickness : Double !all 3-%.02

Roof floor

1 )roided and la'ing lightbrick 7bata ringan8 Eebel 10 c thickness 21%.3

&ym and &ame Room "rea 1 )roided and la'ing lightbrick 7bata ringan8 Eebel 10 c thickness 311.-2

Pos security "rea

1 )roided and la'ing lightbrick 7bata ringan8 Eebel 10 c thickness 0.31

Su(-)otal ?e(el 'all. *

3. Plastered 8 Skimed ?e(el

aseent ;loor -*1.2

1st floor 1,0-*.%%

2 nd floor 1,-2/./1

3 rd floor 1,%*3./3

oof floor %2-.5

9' and 9ae oo "rea *23.*3)os securit' "rea 1%0.*3

Su(-)otal Plastered 8

3.3 Plastered 8 Skimed 7oncrete *retainin0 /all+

aseent ;loor 1,25.55


3.1 Plastered 8 Skimed 7oncrete - Oenin0 Doors and /indo/s

aseent ;loor 11.1-

1st floor 12*.3%

2 nd floor 13*.%

3 rd floor 1%1./0oof floor 12.11

9' and 9ae oo "rea 3*.3

)os securit' "rea 22.-%


3.6 E5terior 7ement Profil Ornamen 8 "ccessories

st floor

1 $islank 10-.00

²

²

²

²

²

²

²

²

²

²

²

²

²

²

²

²

²

²

¹

¹

¹

¹

¹

¹

¹

¹



2 !all od'line 52/.20

3 oloun units %.00

% ro(n, Brnaen Main 4ntrance Door units 2.00

5 Sot Brnaen cs 2*.00

* !all od')rofil 55.*2

Main 4ntrance Door rofil 1/./%

nd floor

1 $islank 102.002 !all od'line 3/.-0

3 oloun units 1%.00

% ro(n, Brnaen Main 4ntrance Door units 1.00

5 Sot Brnaen cs 13.00

* alcon' units %.00

;lo(er Brnaen cs *.00

- !indo(s )rofil 7circle8 units %.00

3 rd floor

1 $islank //.%%

2 !all od'line 2%-.*0

3 oloun units 10.00

% ;lo(er Brnaen cs 5.005 !indo(s )rofil 7circle8 units 5.00

* 4dge oloun units 10.00

!all od')rofil //.%%

- !all od')rofil : h.100c 102.00

Roof floor

1 $islank 2/.2*

2 !all od')rofil : h.100c //.%%

3 4dge oloun units 15.00

7arort

1 $islank 13.0

2 4dge oloun units %.00

3 ro(n, Brnaen units 2.00% !all od')rofil 15.3%

&ym

1 $islank %0.0

2 !all od')rofil %.1

Door 8 'indo/s *%.%

Su(-)otal 7ement Profi

Su(-)otal Masonry 'or

#! RO44#N& 'ORAS

1 $ight steel trusses zink:alu,gordeng & reng 221.%2 )roided and la'ing #oing oof e.B(ens 221.%

3 )roided and la'ing Multilek 12 )0 filed 221.%

% >nsulation alluniu hollo( structure sheet etro shield or siilar aroed 221.%

5 )roided and la'ing nok 5.55

* oof drain bo(ls cs 3%.00

Metal $isank anel /.-

Su(-)otal Roofin0 'or

!. '")ERPRO44#N& 'ORAS

Basement 4loor 8 S/immin0 Pool

²

¹

¹

¹

²

¹

²

¹

¹

¹

¹

¹

¹

¹

¹

¹

²²

²

²

¹

¹



1 ;loor !aterroffing ,sikatoseal 10 -35.%0

2 !all !aterroffing 2 sides,sikatoseal 10 1,51-.2/

st floor

1 athroo ;loor !aterroffing ,sikatoseal 10 1.55

2 #erace ;loor !aterroffing,sikatoseal 10 11%.%/

nd floor

1 athroo ;loor !aterroffing ,sikatoseal 10 *0.15

2 #erace ;loor !aterroffing,sikatoseal 10 30-.//3 rd floor

1 athroo ;loor !aterroffing ,sikatoseal 10 %%.32

2 #erace ;loor !aterroffing,sikatoseal 10 2-0.1

Roof floor

1 oofdeck !aterroffing,sikatoseal 10 30/.23

Roof Stair 8 %ift

1 oofdeck !aterroffing,sikatoseal 10 21.2*

&ame 8 &ym "rea

1 ;loor !aterroffing ,sikatoseal 10 */./5

!#. AOEN,DOORS "ND '#NDO'S 'ORAS

!##. 4#N#S?#N& 'ORAS

<.. 'alls 4inisin0

<.. 4loors 4inisin0

Basement floor E%!.-3.2

1 6 ;loor

2 6 )lint

<.3. 7eilin0s 4inisin0

1 )lafond area

2 ornice

<.1. Paintin0 4inisin0

1 !all >nterior )ainting

2 !all 4terior )ainting3 eiling >nterior )ainting

Su(-)otal 4inisin0 'o

!### MEA"N#A"% 'ORAS

#C E%E7)R#7"% 'ORAS

B. O$)S#DE M"#N B$#%D#N& 'ORAS

.. Rain/ater cannel and infiltration /ells Units 1.00

.. 7arort and Dri@e/ays "rea

Ri0id Pa@ement 161.23

6 ut & ;ill 4leation until leasant good road 6 oaction (ith staer achine

6 Sand filling la'er 10 c thickness

6 $ean concrete fine agregate and ortar 135, 5c thickness

6 oncrete slab =300 #.15c (ith reinforceent (ireesh M-

Aansten 9 Aer( 1.:2

Su(-)otal Outside Main

²

²

²

²

²

²

²

²

²

²

²

²

¹

²

¹

²

²²

m²

m¹



$nits Price "mount

7>D8 7>D8

0.00 0.00

0.00 0.00

0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

orks *#+ 2.22

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

*.+ 2.22

0.00 0.00

orks *.+ 2.22



0.00 0.00

orks *.3+ 2.22

0.00 0.00

0.00 0.00

ile 'orks *.3+ 2.22

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.000.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00



0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00



rete Str. * -6 + 2.22

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

3-+ 2.22

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.000.00 0.00

kimed ?e(el . * 3-+ 2.22

0.00 0.00

kimed Ret'all. * 3-3+ 2.22

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.000.00 0.00

0.00 0.00

0.00 0.00

kimed Oenin0. * 3-1+ 2.22

500,000.00 5%,000,000.00



250,000.00 132,300,000.00

%,000,000.00 1*,000,000.00

500,000.00 1,000,000.00

200,000.00 5,200,000.00

250,000.00 13,/05,000.00

300,000.00 5,/-2,000.00

500,000.00 51,000,000.00250,000.00 //,%50,000.00

3,500,000.00 %/,000,000.00

3,000,000.00 3,000,000.00

200,000.00 2,*00,000.00

3,000,000.00 12,000,000.00

1,500,000.00 /,000,000.00

500,000.00 2,000,000.00

500,000.00 %/,20,000.00

250,000.00 *2,150,000.00

2,000,000.00 20,000,000.00

1,500,000.00 ,500,000.00500,000.00 2,500,000.00

2,000,000.00 20,000,000.00

250,000.00 2%,-*0,000.00

500,000.00 51,000,000.00

500,000.00 1%,*30,000.00

500,000.00 %/,20,000.00

2,000,000.00 30,000,000.00

500,000.00 *,-50,000.00

2,000,000.00 -,000,000.00

3,000,000.00 *,000,000.00250,000.00 3,-35,000.00

500,000.00 20,350,000.00

250,000.00 1,1,500.00

250,000.00 1*1,-*,500.00

l 'orks * 3-6 + >>:,6><,222.22

ks * ###. + 2.22

0.00 0.000.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

s * ! + 2.22



0.00 0.00

0.00 0.00

0.00

0.00

0.00 0.00

0.00 0.000.00 0.00

rks *!##+ 2.22

0.00

2.22 2.22

2.22 2.22

Buildin0 *B+ 2.22



15- 10-



1 0.1

0.15 0.3 0.00

0.15 0.% 0.00



0.12 0



ring balok

ring balok

Ts Sidartat

Documents

Transcript of Ts Sidartat