rab rumah mamasa

8/19/2019 Rab Rumah Mamasa

1/54

Panjang Pondasi garis =

Kode/Type H V D Lebar Memanjang

P1 6.5 10

5.5 8

2.5 3

3.5 3

2 11

3

3.5

Panjang Total

Galian Tanah Pond.


P1 1.03 0.85

Volume Total

Urugan pasir


P1 0.8 0.1 61.5

Volume Total

Urugan pasir Bwh Rabat Kode/Type H V D Lebar Memanjang

Lanta 8.5 1! 0.05

Volume Total

Pas batu Kosong


P1 0.8 0.15 61.5


2/54

Volume Total

Pas Pondasi Pas. batu


P1 0.! 0.6 61.5

Volume Total

Timbunan Tanah Bawah Lantai


Lanta 8.5 1! 0.08

Volume Total

Rabat beton Lantai


Lanta 8.5 1! 0.0"

Volume Total

Sloe


#$oe% 15/20 0.15 0.2 61.5

Volume Total

Kolom Utama


K1 0.15 0.15 3.5


3/54

Volume Total

Kolom Pra!tis "#$"#


Volume Total

Balo! Beton


Volume Total

Ringbal! Beton


&'1 15/15 0.15 0.15 61.5

0.15 0.15 (.("

Volume Total

Plat Lantai %&'&(Kode/Type H V D Lebar Memanjang


4/54

Volume Total

Plat Ra!


&a) Lt 1 0." 2 0.0"

&a) Lt 2a 2.12 0." 0.0"&a) Lt 2b 0." 0.(5 0.0"

&a) Lt 2* 3.05 0." 0.0"

Volume Total

)inding Transram "*%


Tran+ram 61.5 0.3

K Mand Lt1 6 6 2.6

Volume Total

)inding "*(


'ataLt1 61.5 0 2.6

0 0 2.62.6


5/54

Volume Total

Kuda + Kuda Besar

,nt-) #at- K-daK-da

ama Panjang b -m$a

'a$o) Tar) 6/12 ".2( 0.06 0.12 1Tang &aja 6/12 2.3! 0.06 0.12 1

'a$o) #o)ong 6/12 !.68 0.06 0.12 2

'a$o) #)- 6/12 1."" 0.06 0.12 2

'a$o) tega) 6/12 1.!" 0.06 0.12 2

-m$a K-da K-da 6 b

'a$o) o) !2.02 0.3025!!

Vo$ K-daK-da 1.!028!8 m3

Luas Gording Kuda + Kuda

ama Panjang b -m$a

8.825 !.(( 2

' !.325 !.(( 2

4 1 2.(" 2

D


6/54


7/54

-m$a Panjang 7m

16.5

13.5

5.5

6.5

13

3

3.5

0

61.5

-m$a Vo$-me 7m3

53.8!325

53.8!325

-m$a Vo$-me 7m3

!.(2

!.(2

-m$a Vo$-me 7m3

5.(5

5.(5

-m$a Vo$-me 7m3

".38

0

0

0


8/54

0

".38

-m$a Vo$-me 7m3

1!."6

0

0

1!."6

-m$a Vo$-me 7m3

(.52

(.52

Lantai Kerami! (,$(,

-m$a Vo$-me 7m3 Kode/Type H V D ar Memanj

8.33 Lanta 8.5 1!

3 1

8.33 Volume Total

-m$a Vo$-me 7m3

1.8!5

1.8!5

-m$a Vo$-me 7m3

23 1.81125


9/54

1.81125

-m$a Vo$-me 7m3

0

0

0

0

-m$a Vo$-me 7m3

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0

-m$a Vo$-me 7m3

1.38

0.22

Tota$ Vo$ 'eton 5.26!325

1.6080"5

-m$a Vo$-me 7m3


10/54

0.00

0.00

0.00

0.00

0.00

0

-m$a Vo$-me 7m3

0.10

0.100.05

0.15

0.!0

-m$a Vo$-me 7m2

18.!5

0.00

0.00

31.20

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

!(.65

-m$a Vo$-me 7m2

15(.(0

0.000.00


11/54

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

0.000.00

15(.(0

Vo$

0.052!880.0168!8

0.06"3(2

0.025!88

0.021168

0.18338!

L-a+

88.0"35

!3.1635

5.(!

0

0

00


12/54

0

13".1"" M2


13/54


14/54

-m$a o$-me 7m2

11(

3

122


15/54


16/54


17/54


18/54


19/54

RENCANA ANGGARAN BIAYA (RAB)

PK& 9 PM':, &,MH T;::L

La Lanta 5.(5 m3 130=(00.00 &p ""8=855.00

! Pe). Pa+. 'at- Ko+ong ".38 m3 228=360.00 &p 1=685=2(6.80

5 Pe). Pa+. Ponda+ 'at- :-n-ng 1!."6 m3 !3!="50.00 &p 6=!16=(10.00

6 Pe). ,r-gan Tana Ponda+ 1".(5 m3 "=!80.00 &p 13!=2!(.1"

" Pe). ,r-gan Tana 'a>a Lanta (.52 m3 "=!80.00 &p "1=20(.60

8 Pe). &abat 'eton ,nt-) Lanta 8.33 m3 582=200.00 &p !=8!(="26.00

( Pe). 'eton 'ert-$ang 1P* 9 2P+r 9 3Kr) 5.26 m3 3=""!=(60.00 &p 1(=8"2=616.30

10 Pe). Dndng Teba$ 1/2 'ata 1 9 2 !(.65 m2 86="62.50 &p !=30"="58.13

11 Pe) P$e+teran Dndng 1 9 2 ((.30 m2 25=03!.00 &p 2=!85=8"6.20

12 Pe). Dndng Teba$ 1/2 'ata 1 9 ! 162.6( m2 80=285.00 &p 13=061=!"8.3!

13 Pe) P$e+teran Dndng 1 9 ! 325.38 m2 22=2!0.00 &p "=236=!02.2"

Sub Total Rp 6!,"##,$#".16

C PEKER%AAN PRI'

1 Pe). Pro%$ Ko$om Depan 2.00 L+ 1=500=000.00 &p 3=000=000.00

2 Pe). Pro%$ Ke$$ng 'a$o) tera+ 8.00 M? "5=000.00 &p 600=000.00

Sub Total Rp ,600,000.00


20/54

o. ,raan Pe)erjaan Vo$-me #THarga #at-an

-m$a Harga

7 &p

PEKER%AAN KERA*IK & P'AN

1 Pe). Lanta Keram) 20@20*m 6.00 m2 (5="21.00 &p 5"!=326.00

2 Pe). Lanta Keram) !0@!0*m 116.00 m2 (5=1!5.00 &p 11=036=820.00

3 Pe). Dndng Keram) 20@20*m 18.00 m2 (8=(!5.00 &p 1="81=010.00

! Pe). P$a%ond Kay- K$+ 1 122.00 M2 235=380.00 &p 28="16=360.00

5 Pe). &ang)a P$a%ond Kay- K$+ ;; 122.00 M2 "3=550.00 &p 8=("3=100.00

Sub Total Rp #1,0"1,616.00

E PEKER%AAN KSEN PINTU & +ENTI'ASI

1 Pe). K-+en Pnt- Kay- Ke$a+ ; 5.00 ' 1=200=000.00 &p 6=000=000.00

2 Pe). K-+en Pnt- Kay- )m Ke$a+ ; 2.00 ' 1=000=000.00 &p 2=000=000.00

3 Pe). Pnt- Pan$ Kay- Ke$a+ ; 5.00 ' (50=000.00 &p !="50=000.00

! Pe). K-+en ende$a :anda Kay- Ke$a+ ; ".00 ' 1=200=000.00 &p 8=!00=000.00

5 Pe). ende$a :anda Pan$ Ka*a Kay- Ke$a+ ; ".00 ' 1=000=000.00 &p "=000=000.00

6 Pe). K-+en Vent$a+ KM 2.00 ' 200=000.00 &p !00=000.00

" Pe). Ka*a Vent$a+ KM 2.00 ' 150=000.00 &p 300=000.00

Sub Total Rp !","#0,000.00

PEKER%AAN ENGSE'KUNCI

1 Pa+. K-n* Pnt- ".00 ' (0=000.00 &p 630=000.00

2 Pa+. ng+e$ Pnt- 21.00 ' 25=000.00 &p 525=000.00

3 Pa+. :rende$ Pnt- ".00 ' 25=000.00 &p 1"5=000.00

! Pa+. ng+e$ ende$a 28.00 ' 20=000.00 &p 560=000.00

5 Pa+. :rende$ ende$a 1!.00 ' 22=000.00 &p 308=000.00

6 Pegangan jende$a 1!.00 ' 20=000.00 &p 280=000.00

" Kat ngn 28.00 ' 35=000.00 &p (80=000.00

Sub Total Rp ,-#",000.00

G PEKER%AAN INSTA'ASI 'ISTRIK

1 Pe). ;n+ta$a+ L+tr) Ppa 1/2A B Kabe$ CK 1=5 mm 63.50 M? 32=000.00 &p 2=032=000.00

2 Pe). Lamp- P$p+ 18 att B Pema+angan ".00 ' 50=000.00 &p 350=000.00

3 Pe). Lamp- P$p+ " att B Pema+angan 2.00 ' 25=000.00 &p 50=000.00

! Pa+ang #top Konta) B Pema+angan (.00 ' 20=000.00 &p 180=000.00

5 #e)rng Ka+ 1 :ro-p B Pema+angan 1.00 ' 160=000.00 &p 160=000.00


21/54


-m$a Harga

7 &p

Sub Total Rp !,$$!,000.00


22/54


-m$a Harga

7 &p

H PEK. PENGECETAN

1 Pe). 4at Dndng !2!.68 m2 6=230.00 &p 2=6!5="!2.6(

2 Pe). 4at Kay- 61.2! m2 1"=660.00 &p 1=081=5"6.10

3 Pe). 4at P$a%ond 122.00 m2 6=230.00 &p "60=060.00

Sub Total Rp -,-"$,$"."0

I PEK. KUAKUA AN ATAP

1 Pe). K-da)-da Kay- K$+ ; 1.!0 m3 (=312=!00.00 &p 13=063=881."2

2 Pe). :ordng Kay- K$+ ;; 13".18 m2 36=(00.00 &p 5=061=831.30

3 Pe). &eng Kay- K$+ ;; 13".18 m2 62=!00.00 &p 8=55(=8!!.80

! Pe). Ka+o Kay- K$+ ;;; 13".18 m2 62=!00.00 &p 8=55(=8!!.80

5 Pe). tap Meta$ #etara #a)-ra &oo% 13".18 m2 5"="80.00 &p "=(26=08".06

6 Pe). o) Meta$ !2.02 m? 56=520.00 &p 2=3"!=("0.!0

" Pe). L+p$an) :anda [email protected]/25 Kay- Ke$a+ ; !!.1( m? 1!0="30.00 &p 6=218=858."0

Sub Total Rp #1,$6#,1".$"

% PEKER%AAN SANITASI AIR

1 Pa+ang K$o+et ong)o) 2.00 ' 150=000.00 &p 300=000.00

2 Pa+ang $oor Dran 2.00 ' 30=000.00 &p 60=000.00

3 Pa+. Ppa PV4 tpe E 3/!A 16.50 M? !5=000.00 &p "!2=500.00

! Pa+. Ppa PV4 tpe E !A 8.00 M? 2!1=000.00 &p 1=(28=000.00

5 Pa+ang Kran 3/!A B ;n+ta$a+ 3.00 Tt) 30=000.00 &p (0=000.00

6 'a) Mand ber :$a++ "0@"0@66 2.00 ' 1(0=000.00 &p 380=000.00

" a+ta%e$ Kenp$o) 1.00 ' 2(0=000.00 &p 2(0=000.00

8 Pa+ang #epttan) B &embe+an 1.00 ' 3=800=000.00 &p 3=800=000.00

( Pember+an )r 1.00 L+ 500=000.00 &p 500=000.00

Sub Total Rp ",0/0,#00.00


23/54

REKAPITULASI RENCANA ANGGARAN BIAYA

PEKERJAAN : PEMBANGUNAN RUMAH TINGGAL

LOKASI : MAMASA

N % E N I S P E K E R % A A N BIAYA

A PEK. PERSIAPAN Rp. 1,600,000.00

B PEK. TANAH, BATU & BETN Rp. 6!,"##,$#".16

C PEKER%AAN PRI' Rp. ,600,000.00

D PEKER%AAN KERA*IK & P'AN Rp. #1,0"1,616.00

E PEKER%AAN KSEN PINTU & +ENTI'ASI Rp. , , .

F PEKER%AAN ENGSE'KUNCI Rp. ,-#",000.00

G PEKER%AAN INSTA'ASI 'ISTRIK Rp. , , .

H PEK. PENGECETAN Rp. -,-"$,$"."0

I PEK. KUAKUA AN ATAP Rp. #1,$6#,1".$"

J PEKER%AAN SANITASI AIR Rp. ",0/0,#00.00

%ula B2a3a Rp. !1",#60,#$1.$I*B (!4) a52 %ula B2a3a Rp. -,$1,!11.-%ula Total Rp. !!!,/1,$".1$

2bulata7 Rp. !!!,/1,000.00

T85b2la79 : ua Ratu; ua Pulu ua %uta S8b2la7 Ratu; T29a Pulu Satu R2bu 0 Rup2a

Mama+a = an-ar 200(

D+-+-n


24/54

ATAR ANA'ISA HARGA

1 1 M3 :L; TH K&# #DLM 1 MT&

Tenaga

0.625 r Pe)erja 35=000 21=8"5.00

0.062 r Mandor !0=000 2=!80.00Tota$ !-,##.00

2 1 M3 ,&,:/T;M', KM'L;

Tenaga

0.1(2 r Pe)erja 35=000 6="20.00

0.01( r Mandor !0=000 "60.00

Tota$ $,-"0.00

3 1 M3 ,&,: P#;&

'aan

1.200 m3 Pa+r ,r-g/Tmb-nan 100=000 120=000.00

#-bTota$ 120=000.00

Tenaga

0.300 o Pe)erja 35=000 10=500.00

0.010 o Mandor !0=000 !00.00

#-bTota$ 10=(00.00Tota$ 10,/00.00

! 1 M3 T;M', TH

'aan

1.200 m3 Tana Tmb-nan 80=000 (6=000.00

#-bTota$ (6=000.00

Tenaga

2.500 o Pe)erja 35=000 8"=500.00

0.250 o Mandor !0=000 10=000.00

#-bTota$ ("=500.00

Tota$ 1/,#00.00

5 1 M3 P# P


25/54

0.0!3 m3 Pa+r Pa+angan 120=000 5=160.00

#-b Tota$ 58=085.00

Tenaga

0.320 o Pe)erja 35=000 11=200.00

0.100 o T-)ang 'at- !5=000 !=500.00

0.010 o Kepa$a T-)ang 'at- 50=000 500.00

0.150 o Mandor !0=000 6=000.00

#-b Tota$ 22=200.00

Tota$ "0,!"#.00


26/54

( 1 M2 P#: 'T M&H T'L 1 'T 19!

'aan

1!0.000 b 'at- Mera 600 8!=000.00

26.550 )g #emen P4 (50 25=222.50

0.0(3 m3 Pa+r Pa+angan 120=000 11=160.00

#-b Tota$ 120=382.50

Tenaga

0.650 o Pe)erja 35=000 22="50.00

0.200 o T-)ang 'at- !5=000 (=000.000.020 o Kepa$a T-)ang 'at- 50=000 1=000.00

0.030 o Mandor !0=000 1=200.00

#-b Tota$ 33=(50.00

Tota$ 1#-,!.#0

( 1 M2 PL#T& 1 9 2

'aan

8.520 )g #emen P4 (50 8=0(!.00

0.01" m3 Pa+r Pa+angan 120=000 2=0!0.00

#-b Tota$ 10=13!.00

Tenaga

0.200 o Pe)erja 35=000 "=000.00

0.150 o T-)ang 'at- !5=000 6="50.00

0.015 o Kepa$a T-)ang 'at- 50=000 "50.00

0.010 o Mandor !0=000 !00.00

#-b Tota$ 1!=(00.00

Tota$ !#,0-.00

10 1 M2 PL#T& 1 9 !

'aan

5.2000 )g #emen P4 (50 !=(!0.00

0.0200 m3 Pa+r Pa+angan 120=000 2=!00.00

#-b Tota$ "=3!0.00

Tenaga

0.2000 o Pe)erja 35=000 "=000.00

0.1500 o T-)ang 'at- !5=000 6="50.00

0.0150 o Kepa$a T-)ang 'at- 50=000 "50.00

0.0100 o Mandor !0=000 !00.00

#-b Tota$ 1!=(00.00

Tota$ !!,!-0.00

11 1 M3 'T


27/54

13 1 M3 MM',T 'Tood ("=000 33(=500.00

20.000 'tg Do$)en E8 *m/! m "=000 1!0=000.00

#-b Tota$ 6=058=100.00

Tenaga

".300 o Pe)erja 35=000 255=500.00

0.350 o T-)ang 'at- !5=000 15="50.00

3.300 o T-)ang Kay- !5=000 1!8=500.00

2.100 o T-)ang 'e+ !5=000 (!=500.00

0.5"0 o Kepa$a T-)ang 50=000 28=500.00

0.250 o Mandor !0=000 10=000.00

#-b Tota$ 552="50.00

Tota$ 6,610,"#0.00

1! 1 M3 MM',T 'Lood ("=000 2"1=600.00

16.000 'tg Do$)en E8 *m/! m "=000 112=000.00

#-b Tota$ !=!68=250.00

Tenaga

5.(60 r Pe)erja 35=000 208=600.00

0.350 r T-)ang 'at- !5=000 15="50.00

2.800 r T-)ang Kay- !5=000 126=000.00

1.!00 r T-)ang 'e+ !5=000 63=000.00

0.!55 r Kepa$a T-)ang 50=000 22="50.00

0.208 r Mandor !0=000 8=320.00

#-b Tota$ !!!=!20.00

Tota$ -,/1!,6$0.00

15 1 M3 MM',T 'T


28/54

1" 1 M3 P#: P;T, PL KC, KL# ; T'L 3 4M

'aan

0.0!0 M3 Kay- Ke$a+ 1 8=200=000 328=000.00

#-b Tota$ 328=000.00

Tenaga

1.000 r Pe)erja 35=000 35=000.00

2.500 r T-)ang Kay- !5=000 112=500.00

0.250 r Kepa$a T-)ang Kay- 50=000 12=500.00

0.050 r Mandor !0=000 2=000.00#-b Tota$ 162=000.00

Tota$ -/0,000.00

18 1 M3 MM#: K


29/54

21 1 M? L;#PLK :D PP KC, KL# ; 2 G 72=5 . 25 4M

'aan

0.01!5 m3 Kay- Ke$a+ ; 8=200=000 118=(00.00

0.060 )g Pa)- 'a+a 18=000 1=080.00

#-b Tota$ 11(=(80.00

Tenaga

0.150 r Pe)erja 35=000 5=250.00

0.250 r T-)ang Kay- !5=000 11=250.000.025 r Kepa$a T-)ang Kay- 50=000 1=250.00

0.0"5 r Mandor !0=000 3=000.00

#-b Tota$ 20="50.00

Tota$ 1-0,$0.00

22 1 M2 P#: D;D;: PP P,T,P K,DK,D

'aan

0.0200 m3 Kay- Ke$a+ ; 8=200=000 16!=000.00

0.035 )g Pa)- 'a+a 18=000 630.00

#-b Tota$ 16!=630.00

Tenaga

0.150 r Pe)erja 35=000 5=250.00

0.250 r T-)ang Kay- !5=000 11=250.00

0.025 r Kepa$a T-)ang Kay- 50=000 1=250.00

0.0"5 r Mandor !0=000 3=000.00

#-b Tota$ 20="50.00

Tota$ 1"#,"0.00

23 1 M2 PK. TP :T: MTL

'aan

1.0200 Lbr :enteng Meta$ 3"=000 3"="!0.00

0.200 )g Pa)- !0=000 8=000.00

#-b Tota$ !5="!0.00

Tenaga

0.200 r Pe)erja 35=000 "=000.00

0.100 r T-)ang Kay- !5=000 !=500.00

0.010 r Kepa$a T-)ang Kay- 50=000 500.00

0.001 r Mandor !0=000 !0.00

#-b Tota$ 12=0!0.00

Tota$ #$,$"0.00


30/54

2! 1 M? PK. a$ta+ 'a) (0=000 (0=000.00

#-b Tota$ (0=000.00

Tenaga

0.060 r Pe)erja 35=000 2=100.00

0.600 r T-)ang Kay- !5=000 2"=000.00

0.060 r Kepa$a T-)ang Kay- 50=000 3=000.00

0.003 r Mandor !0=000 120.00

#-b Tota$ 32=220.00

Tota$ 1!!,!!0.00

26 1 P#: :#L P;T, KL;T# ';K

'aan

1.000 P+g ng+e$ Pnt- K>a$ta+ 'a) 25=000 25=000.00

#-b Tota$ 25=000.00

Tenaga

0.015 r Pe)erja 35=000 525.00

0.150 r T-)ang Kay- !5=000 6="50.00

0.015 r Kepa$a T-)ang Kay- 50=000 "50.00

0.000"5 r Mandor !0=000 30.00

#-b Tota$ 8=055.00

Tota$ ,0##.00

2" 1 M2 Pa+ang $anta )eram) 20 @20 *m

'aan

25.000 ' Keram) 20@20 2=000 50=000.00

11.380 Kg #emen Port$and (50 10=811.00

0.0!2 M3 Pa+r Pa+ang 120=000 5=0!0.00

1.500 Kg #emen arna 6=000 (=000.00

#-b Tota$ "!=851.00

Tenaga

0.062 o Pe)erja 35=000 2=1"0.00

0.350 o T-)ang 'at- !5=000 15="50.00

0.035 o Kepa$a t-)ang 50=000 1="50.00

0.030 o Mandor !0=000 1=200.00

#-b Tota$ 20=8"0.00

Tota$ /#,$!1.00

28 1 M2 Pa+ang $anta )eram) !0 @ !0 *m

'aan

6.250 ' Keram) !0@!0 "=(20 !(=500.00

11.300 Kg #emen Port$and (50 10="35.00

0.0!2 M3 Pa+r Pa+ang 120=000 5=0!0.00

1.500 Kg #emen arna 6=000 (=000.00

#-b Tota$ "!=2"5.00

Tenaga

0.062 o Pe)erja 35=000 2=1"0.00

0.350 o T-)ang 'at- !5=000 15="50.00

0.035 o Kepa$a t-)ang 50=000 1="50.00

0.030 o Mandor !0=000 1=200.00

#-b Tota$ 20=8"0.00Tota$ /#,1-#.00

2( 1 M2 Pa+ang dndng )eram) 20 @20 *m

'aan

25.000 ' Keram) 20@20 2=000 50=000.00

(.300 Kg #emen Port$and (50 8=835.00

0.018 M3 Pa+r Pa+ang 120=000 2=160.00

1.500 Kg #emen arna 6=000 (=000.00

#-b Tota$ 6(=((5.00

T


31/54

Tota$ /",/-#.00

30 1 M2 Pa+ang Dndng )eram) !0 @ !0 *m

'aan

6.250 ' Keram) !0@!0 "=(20 !(=500.00

(.300 Kg #emen Port$and (50 8=835.00

0.018 M3 Pa+r Pa+ang 120=000 2=160.00

1.500 Kg #emen arna 6=000 (=000.00#-b Tota$ 71 6(=!(5.00

Tenaga

0.600 o Pe)erja 35=000 21=000.00

0.100 o T-)ang 'at- !5=000 !=500.00

0.0!5 o Kepa$a t-)ang 50=000 2=250.00

0.030 o Mandor !0=000 1=200.00

#-b Tota$ 72 28=(50.00

Tota$ 71 B 72 /",--#.00

31 1 M2 Pa+ang Langt$angt Kay- K$+ ;

'aan

0.02! M3 Kay- K$+ ;= Papan 8=200=000 1(6=800.00

0.010 Kg Pa)- 18=000 180.00

0.050 Kg Pa)- #)r-p 20=000 1=000.00

#-b Tota$ 71 1("=(80.00

Tenaga

0.200 o Pe)erja 35=000 "=000.00

0.600 o T-)ang Kay- !5=000 2"=000.00

0.060 o Kepa$a t-)ang 50=000 3=000.00

0.010 o Mandor !0=000 !00.00

#-b Tota$ 72 3"=!00.00

Tota$ 71 B 72 !#,"0.00


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32 1 M2 Pa+ang &ang)a Langt$angt Kay- K$+ ;;

'aan

0.012 M3 Kay- K$+ ;;= 'a$o) !=250=000 51=000.00

0.100 Kg Pa)- 18=000 1=800.00

#-b Tota$ 71 52=800.00

Tenaga

0.150 o Pe)erja 35=000 5=250.00

0.250 o T-)ang Kay- !5=000 11=250.00

0.025 o Kepa$a t-)ang 50=000 1=250.000.0"5 o Mandor !0=000 3=000.00

#-b Tota$ 72 20="50.00

Tota$ 71 B 72 $,##0.00

33 1 M2 Pa+ang Ka*a= Teba$ 3 mm

'aan

1.100 M2 Ka*a &eben (3=500 102=850.00

#-b Tota$ 71 102=850.00

Tenaga

0.015 o Pe)erja 35=000 525.00

0.150 o T-)ang !5=000 6="50.00

0.015 o Kepa$a t-)ang 50=000 "50.00

0.000"5 o Mandor !0=000 30.00

#-b Tota$ 72 8=055.00

Tota$ 71 B 72 110,/0#.00

3! 1 M2 Penge*etan tembo) bar- 1 $ap+ p$amr = 1 Lap+ *at da+ar= 1 $ap+ *at pen-t-p

'aan

0.1000 Kg P$amr 8=500 850.00

0.1000 Kg 4at da+ar 15=000

0.2600 Kg 4at pen-t-p 5=500 1=!30.00

#-b Tota$ 71 2=280.00

Tenaga

0.0200 o Pe)erja 35=000 "00.00

0.0630 o T-)ang Kay- !5=000 2=835.00

0.0063 o Kepa$a t-)ang 50=000 315.00

0.0025 o Mandor !0=000 100.00

#-b Tota$ 72 3=(50.00

Tota$ 71 B 72 6,!0.00

35 1 M2 Penge*etan bdang )ay- bar- 7 1 $ap+ p$amr = 1 Lap+ *at da+ar= 2 $ap+ *at pen-t-p

'aan

0.2000 Kg 4at men 10=000 2=000.00

0.1500 Kg P$am-r 8=500 1=2"5.00

0.1"00 Kg 4at da+ar 15=000 2=550.00

0.2600 Kg 4at pen-t-p 2 )a$ 33=000 8=580.00

#-b Tota$ 71 1!=!05.00

Tenaga

0.0"00 o Pe)erja 35=000 2=!50.00

0.00(0 o T-)ang Kay- !5=000 !05.00

0.0060 o Kepa$a t-)ang 50=000 300.00

0.0025 o Mandor !0=000 100.00

#-b Tota$ 72 3=255.00

Tota$ 71 B 72 1$,660.00


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36 Pe). Pema+angan K-+en Pnt- Kay- Ke$a+ ;

1 'H 'aan 1=000=000 1=000=000.00

1 ' ,pa 200=000 200=000.00

#-b Tota$ 1=200=000.00

3" Pe). Pema+angan K-+en Pnt- :anda Kay- Ke$a+ ;

1 'H 'aan 1=500=000 1=500=000.00

1 ' ,pa 300=000 300=000.00

#-b Tota$ 1=800=000.00

38 Pe). Pema+angan Pnt- Pan$ Kay- Ke$a+ ;

1 'H 'aan 800=000 800=000.00

1 ' ,pa 150=000 150=000.00

#-b Tota$ (50=000.00


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ATAR HARGA BAHAN AN UPAH SETE*PAT

PK& 9 PM':, &,MH T;::L

Lood ( mm ("=000.00 Lbr

10 Do$)en "=000.00 'tg

C HARGA ATAP

1 tap Meta$ #a)-ra &oo% 3"=000.00 $br

2 '-b-ngan :enteng Meta$ 35=000.00 '

HARGA BAHAN 'GA*

1 Pa)- #eng 7Pay-ng 25=000.00 )g

2 Pa)- tap #eng :enteng Meta$ !0=000.00 )g

3 Pa)- 'a+a 18=000.00 )g

! 'e+ #trp/#)r-p 1/2A 20=000.00 )g

5 'e+ 'eton Po$o+ 13=000.00 )g

6 Ka>at ;)at 'eton 12=500.00 )g

E BAHAN KACA

1 Ka*a &eben Teba$ 3 mm (3=500.00 m2

PEK. 'ISTRIK

1 Tt) nya$a (0=000.00 Tt)

2 Pttng D-d-) 30=000.00 '

3 Lamp- P$p+ 18 att 50=000.00 '

! #a)$ar T-ngga$ P-t 15=000.00 '

5 #a)$ar :anda P-t 25=000.00 '

6 #top )onta) P-t 20=000.00 '

" M4' B 'o)+ 150=000.00 #et

8 Ppa L+tr) 10=000.00 'atang

( Pa+. Kabe$ CM 2 @ 2=5 mm 7-$$ 6=000.00 m?10 Pa+. T Do+ 3=000.00 '

11 Pa+. Pa)- K$em 20=000.00 do+

12 Pa+. 'o)+ ;n+ert 50=000.00 '

G BAHAN 'ANTAI

1 Keram) arna !0 @ !0 "=(20.00 '

2 Keram) arna 20 @ 20 2=000.00 '

H HARGA BAHAN *INYAK AN CAT

1 4at Da+ar 15=000.00 Kg

2 4at Tembo) Tger 5=500.00 Kg

3 4at Men 10=000.00 Kg

! 4at Kay- 33=000.00 Kg

5 P$amr 8=500.00 Kg6 Mnya) 'e)+tng 12=000.00 Kg

HARGA BAHAN KUNCI

1 K-n* Tanam K-a$ta+ 'a) (0=000.00 '

2 ng+e$ Pnt- K-a$ta+ 'a) 25=000.00 P+g

3 ng+e$ ende$a K-a$ta+ 'a) 20=000.00 P+g

! Kat ngn K-a$ta+ 'a) 2"=000.00 '

5 Pegangan ende$a 20=000.00 '

6 :rende$ ende$a 7Kodo) 22=000.00 '

" :rende$ Pnt- 25=000.00 '


35/54

D+-+-n


36/54

%A=A' PE'AKSANAAN

PK& 9 PM':, &,MH T;::L

L


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(SATTU *

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PML;H&

180 H&;

KLD&

an-ar 200(


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4V. #T< P&K#

$n. :aja o. 1( T$p. 70!2323!82


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opy Sheet ini Ke Fi le Anda

1

222=(31=000 Terb$ang 9 D-a &at-+ D-a P-$- D-a -ta #emb$an &at-+ Tga P-$- #at-

#e+-a)an +e$ yang ber>arna mera dengan #e$ yang a)an dt-$+ terb$ang pada #eet anda

0

1

2

3

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b- 0 &-pa

222(31000 2.2B008

#at-

D-a M$yaran

Tga #at- &b- 222 -taan

mpat Tga P-$- (31 &b-an

Lma #emb$an &at-+ 000 &at-+an

nam D-a -ta

T-j- D-a P-$-

De$apan D-a &at-+

#emb$an


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rab rumah mamasa

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