harga satuan 2014

7/18/2019 harga satuan 2014

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HARGA SATUAN UPAH DAN BAHAN

NO JENIS UPAH/BAHAN HARGA SATUAN SATUAN KET

A HARGA SATUAN UPAH

### Pekerja (buruh tak trampil) Rp. 49,500.00 Org/Hr

### Pekerja semi terampil Rp. 50,000.00 Org/Hr

### Pekerja Terlatih Rp. 55,000.00 Org/Hr

### a!"r Rp. $%,&'0.00 Org/Hr### Tuka!g batu Rp. &,500.00 Org/Hr

### epala tuka!g batu Rp. ,000.00 Org/Hr

### Tuka!g ka*u Rp. &,500.00 Org/Hr

### epala tuka!g ka*u Rp. $,045.00 Org/Hr

### Tuka!g besi Rp. &,''5.00 Org/Hr

### epala tuka!g besi Rp. ,%9'.00 Org/Hr

### Tuka!g +at Rp. 0,000.00 Org/Hr

### epala tuka!g +at Rp. $5,000.00 Org/Hr

### Tuka!g las Rp. '0,000.00 Org/Hr

### epala tuka!g las Rp. $5,000.00 Org/Hr

### Tuka!g b!gkar Rp. 49,500.00 Org/Hr

B. HARGA SATUAN BAHAN.

B.1. Bahan Pasangan### atu kali -uari / kali alam / gu!u!g Rp. &5,000.00 m

### atu belah &5 +m / 0 +m Rp. &%9,&00.00 m

4 rikil alam /% +m Rp. &$5,000.00 m

5 Pasir pasa!g Rp. 9',%00.00 m

' Pasir urug Rp. 90,950.00 m

Pasir et! Rp. &&5,000.00 m

$ irtu Rp. &0,000.00 m

9 eme! 50 kg Rp. &,0$4.00 kg 54,00.00 /1ak

&0 eme! 2ar!a Rp. &,&00.00 kg

&& ata merah kls 3 Rp. 490.00 bh

& Ta!ah urug Rp. 4,900.00 m

B.2 Bahan Atap

& e!te!g ta!ah press ( ke+il) Rp. 90.00 bh ubu!ga! ge!te!g ta!ah (ke+il) Rp. ,50.00 bh

% e!te!g press bet! Rp. &,$0.00 bh

4 ubu!ga! ge!te!g press bet! Rp. ,50.00 bh

5 e!g plat 6 %0 Rp. 9&,$&0.00 lbr

' e!g gelmba!g besar 6 %0 Rp. %,&00.00 lbr

e!g tala!g 6 7 '0 +m 6 0 Rp. 55,4'0.00 m8

$ e!te!g multi r % T:T Rp. 5,000.00 m

9 ubu!ga! ge!te!g multi r % T:T Rp. $%,000.00 m8

&0 pa!"ek 4 T:T Rp. '5,000.00 m

&& ;k spa!"ek %,5 T:T Rp. $,500.00 m8

& e!g tala!g 6 7 '0 +m 6 0 Rp. &5,000.00 m8

B.3 Bahan Kayu

& alk ka*u kls 3 Rp. $,4&5,550.00 m

alk ka*u kls 33 Rp. 5,00,'00.00 m

% alk ka*u kls 333 Rp. 4,0%%,900.00 m

4 Papa! ka*u kls 3 Rp. $,4&5,550.00 m

5 Papa! ka*u kls 33 Rp. 5,00,'00.00 m

' Papa! ka*u kls 333 Rp. 4,0%%,900.00 m

<suk ( 5 = ) +m Rp. 5,00,'00.00 m

$ Re!g ( = % ) +m Rp. $,4&5,550.00 m

9 Re!g ( % = 4 ) +m Rp. $,4&5,550.00 m

&0 6ist ka*u & = % Rp. ,54.00 m

&& 6ist ka*u 4 = 4 Rp. &%,4'4.$$ m

& a*u "lke! pera!+ah > &0+m / 4m Rp. $,90'.' m8

&% ilik ambu Rp. $,40.00 m




B. Bahan !anta"

eramik "i!"i!g 2ar!a kls me!e!gah (0=5) Rp. %,04%.00 bh '0,$'0.00 m?

4 eramik la!tai 2ar!a kls me!e!gahi (%0 = %0) Rp. 5,4.95 bh '0,$'0.00 m?

5 eramik la!tai mti/gurat kls me!e!gah (%0 = %0) Rp. 5,4.95 bh '0,$'0.00 m?

' eramik la!tai 2ar!a kls me!e!gah ( 40 = 40) Rp. &0,'49.'0 bh '',5'0.00 m?

eramik la!tai mti/gurat kls me!e!gah ( 40 = 40) Rp. &0,'49.'0 bh '',5'0.00 m?

eramik la!tai mti/gurat kls me!e!gah (km/2+ uk 0=0) Rp. ,4%4.40 bh '0,$'0.00 m?

Pli!t keramik &0 @ 0 +m Rp. ,''.40 bh '',5'0.00 m8

$ atu palima!a! Rp. &00,000.00 m?

9 armer lkal 2ar!a +ream (%0=%0 +m) Rp. %&$,0%0.00 m?

&0 atu paras Rp. $5,000.00 m?

B.# Bahan B$s" % Pa&u 'an A(u)un"u)

& esi bet! pls A &'mm Rp. &%,%$0.00 kg

esi bet! pls 0 &'mm Rp. &%,000.00 kg

% esi bet! pls B &'mm Rp. &,900.00 kg

4 esi bet! ulir Rp. &9,'0.00 kg

5 a2at bet! Rp. &$,&90.00 kg

ap baja ri!ga! Rp. &0,000.00 m

$ use! alumi!ium Rp. &50,000.00 m8

9 aut piles +m Rp. &4,500.00 "s&0 aret list Rp. &%,000.00 m8

&& aret tala!g '0 :m Rp. &$,500.00 m8

& Paku pa!ja!g & C % +m Rp. 0,%%0.00 kg

&% Paku pa!ja!g 4 C ' +m Rp. &9,4$0.00 kg

&4 Paku pa!ja!g C & +m Rp. &$,%0.00 kg

&5 Paku se!g Rp. 4,'&0.00 kg

&' Paku skrup &0 +m Rp. ',50.00 kg

& Paku +alsibar"/g*psum Rp. 0,%%0.00 kg

&$ esi plat Rp. 0,0&0.00 kg

&9 esi pril Rp. &9,4$0.00 kg

0 D!gker kuse!/"k E klm "a! "i!"i!g Rp. &,&9.40 bh

& aut mur > & mm C &5 Rp. &%,000.00 bh

aut mur > & mm C 0 Rp. &%,500.00 bh

% aut mur > & mm C 5 Rp. &4,000.00 bh4 D!gker aut > mm Rp. 50,000.00 bh

5 aut mer > &9 mm Rp. 5,000.00 bh

' aut mer > &0 mm Rp. &5,000.00 bh

D!gker aut > &9 mm Rp. 40,000.00 bh

$ D!gker aut > & mm Rp. 0,000.00 bh

9 egel su"ut Rp. $,000.00 bh

%0 egel plat Rp. $,000.00 bh

%& egel < Rp. $,000.00 bh

% Pril Dlumi!ium F T F Rp. &50,000.00 m8

%% esi hll2 %0=%0 mm Rp. 0,000.00 m8

%4 esi Hll2 50=50 mm Rp. %0,000.00 m8

%5 a2at "iameter 4 mm Rp. &,000.00 kg

%' Ramset Rp. %5,000.00 bh

% Tala!g PG: tak Rp. &0,500.00 m8%$ Dtap Pl*+arb!at E ra!gka Rp. 500,000.00 m

%9 Ra!gka kap baja ri!ga! Rp. 50,000.00 m

B.* Bahan !ang"t+!ang"t Rp.

### Tea+k2" &0 = 40 = % mm Rp. &%5,'%0.00 lbr

### Tea+k2" 90 = 0= 4 mm Rp. 9,000.00 lbr

### Triplek &0 = 40 = % mm Rp. 55,'40.00 lbr

### Pl*2" &0 = 40 = 4 mm Rp. &$,90.00 lbr

### ult*plek 9 mm Rp. &4,000.00 lbr

### alsibar" Rp. %&,9$9.5$

### ter!it &00 = &00 +m Rp. &,%90.00

### Irmika putih &0 = 40 Rp. &0,540.00

### *psum plat t 7 ' mm Rp. &,50.00 lbr

### *psum plat t 7 9 mm Rp. $,$90.00

### 6ist te!gah pls &/% +m Rp. 5,000.00 m8

### Dkustik '0 +m = &0 +m Rp. &00,000.00 lbr

### 6ist plap!" pril %/% Rp. ',000.00 m8

### 6ist a*u pril &/ Rp. 5,000.00 m8

m

m

m

m




### Papa! sirip /&0 Rp. 5,000.00 m8

### 6ist Plap!" *psum kalsibar" : Rp. &4,000.00 m8

### 6ist Plap!" *psum kalsibar" 5 Rp. &%,500.00 m8

### 6ist Plap!" *psum kalsibar" :&0 Rp. &,500.00 m8

B., Bahan Ka-a

### a+a pls % mm Rp. $,&&0.00 m?

### a+a pls 5 mm Rp. &0,000.00 m?### a+a pls $ mm Rp. 95,000.00 m?

### a+a !e 2a* 5 mm Rp. &5,000.00 m?

### lass blk Rp. ',4%0.00 bh

### a+a s % mm Rp. 9,050.00 m?

### a+a r*be!" 5 mm Rp. &0,9&0.00 m?

### Pemasa!ga! ka+a 2ater 2all Rp. &00,000.00 m?

### Pmpa E sirkulasi air klam Rp. ,500,000.00 u!it

### era!gka !ak 5 mm Rp. $4,5%0.00 m?

B. Bahan "n"sh"ng

### :at tembk kls me!e!gah Rp. ,$0.00 kg

### :at tembk kls ti!ggi Rp. $,40.00 kg

### :at ge!te!g kls me!e!gah Rp. %5,000.00 kg

### Alkalin (anti lumut) Rp. '5,000.00 kg

### :at besi kls me!egah Rp. 4,900.00 kg

### Teer ara!g Rp. 4,000.00 kg

### :at ka*u kls ti!ggi Rp. '9,550.00 kg

### :at ka*u kls me!e!gah Rp. 5&,%'0.00 kg

### i!*ak :at kls me!e!gah Rp. 40,00.00 kg

### e!* ka*u kls biasa Rp. 4,&90.00 kg

### e!* besi kls biasa Rp. ,$0.00 kg

### Plitur Rp. 54,50.00 kg

### Plamir ka*u kls biasa Rp. 4,'&0.00 kg

### Plamir tembk kls biasa Rp. 5,000.00 kg

### Plamir tembk kls me!e!gah Rp. 9,000.00 kg

### Dmplas Rp. %,50.00 lbr

### uas +at Rp. ,500.00 h

### Rll +at Rp. %0,000.00 bh

B.0 Bahan+ahan $ ($&t"&a(

AB!E4!IGHTING%AESORIS

& :: %ph 0 D &$ D Rp. 5',000.00 bh

:: %ph %0 D 5 D Rp. &,5,000.00 bh

% :: %ph %0 D &$ D Rp. 5',000.00 bh

4 :: %ph 40 D 5 D Rp. &,5,000.00 bh

:: %ph &00 D 5 D Rp. &,500,000.00 bh

5 : & ph 'D 'kD Rp. 5&,000.00 bh

' : & ph &0D 'kD Rp. 5&,000.00 bh

: & ph &0D &0kD Rp. &5%,000.00 bh

$ : & ph &'D 'kD Rp. 5&,000.00 bh

9 : & ph &'D &0kD Rp. &5%,000.00 bh

&0 : & ph 0D &0kD Rp. &5%,000.00 bh&& : %ph &0D 'kD Rp. 5&,000.00 bh

& : %ph 0D &$kD Rp. 5&',000.00 bh

&% : &ph 0D 'kD Rp. 5&,000.00 bh

&4 = pa!el Rp. %5,000.00 bh

&5 Pilt lamp E use Rp. 5,000.00 u!it

&' usbar RT;C;J Rp. 450,000.00 set

& ru!"i!g pa!el : ' mm Rp. 50,000.00 u!it

&$ abel ;KDI 4 mm E +u! :able E a++esris Rp. 500,000.00 lt

&9 ag!et :!ta+tr 6: C k09 &0 Rp. %5,000.00 bh

0 Thermal Ler la" 6R C 0% &0 Rp. 5,000.00 bh

& le+tr!i+ M6: E ele+tr"a Rp. 450,000.00 bh

abel ;KIbK 4@' mm Rp. ',00.00 m8

% abel ;KIbK 4@&0 mm Rp. $',90.00 m8

4 abel ;KIbK 4@&' mm Rp. &%,40.00 m8

5 abel ;KIbK @4 mm Rp. %9,9%0.00 m8

' 3!stalasi titik lampu Rp. %0,00.00 ttk

3!stalasi titik stp k!tak Rp. %9%,000.00 ttk

$ 3!stalasi titik stp k!tak D: (% = 4) Rp. %9$,'0.00 ttk




9 3!stalasi titik stp k!tak D: ( % = .5) Rp. %5,%'0.00 ttk

%0 Titik lampu Rp. &00,000.00 ttk

%& aklar tu!ggal Rp. &5,&00.00 bh

% aklar htel Rp. %5,000.00 bh

%% tp k!tak biasa Rp. 9,$00.00 bh

%4 tp k!tak D: Rp. %5,000.00 bh

%5 T6 balk &$ M Rp. %%,&'0.00 bh

%4 6ampu 6 5 2att E armateur Rp. 40,000.00 bh%5 6ampu 6 &$ 2att E armateur Rp. %0,000.00 bh

%' 6ampu 6 5 2att E armateur Rp. 0,000.00 bh

% 6ampu T6 =&$ 2att Rp. 90,000.00 bh

%$ 6ampu ese!sial &$ 2att Rp. 90,000.00 bh

%9 6ampu T6 40 2att Rp. &%,000.00 bh

40 6ampu pijar 5 2att Rp. 5,000.00 bh

4& aklar "uble Rp. 5,000.00 bh

4 R%00 T6J @%' M E D6 6O<GR Rp. $'$,000.00 bh

4% R%00 T6J 4@&$ M E D6 6O<GR Rp. 9%$,000.00 bh

44 R%00 T6J @&$ M E D6 6O<GR Rp. 5',400.00 bh

45 J2!light P6 se!tial &$ M Rp. &',000.00 bh

4' J2light Halge! 50 M t*e e*es ball Rp. %5,450.00 bh

4 aret T6 % M D:R Rp. 4'4,&'0.00 bh

4$ aret T6 0 M D:R Rp. %',4'0.00 bh

49 6 se!tial &$ M Rp. 90,400.00 bh

50 ptlight Halge! 50 M Rp. 4,000.00 bh

IRE A!AR5 Rp.

& :ID &0 NO; (i!+lu"e batter* !i+a" "a! gru" s*stem) Rp. 5,000,000.00 u!it

Ii=e" Temperatur Heat "ete+tr Rp. 00,$'0.00 bh

% Dlarm ell Rp. 4,500.00 bh

4 3!"i+atr lamp Rp. &%4,00.00 bh

5 a!ual break glass Rp. %',500.00 bh

' TCID termasuk m"ul Rp. 5,49,$00.00 u!it

3!stalasi titik "ete+tr Rp. &95,000.00 titik

$ 3!stalasi titik ma!ual break glass Rp. 4&5,000.00 titik

9 3!stalasi titik i!"i+atr lamp Rp. 4&5,000.00 titik

&0 3!stalasi titik alarm bell Rp. 4&5,000.00 titikPENANGKA! PETIR Rp.

& Pe!a!gkal petir t*pe k!Le!si!al Rp. $50,000.00 u!it

abel :: 50 mm E asesris Rp. %5,000.00 m

% ak k!trl E gru!"i!g : 50 mmEgru!"i!g r" &/F Rp. $50,000.00 u!it

!AN % TE!EKO5UNIKASI Rp.

& ai! u!it @CTJD &00 (5 Iree slt) Rp. ',$0,000.00 u!it

6:OT @CTJD 0&$& $ prt Rp. %,0'0,000.00 bh

% J6: @CTJD 0&& $ prt Rp. ,$$0,000.00 bh

4 6: @CTJD 50&5 &' prt Rp. %,0,000.00 bh

5 P2er suppl* t*pe NCTJD 0&04 Rp. ,'40,000.00 bh

' a+k up batter* Rp. ''0,000.00 bh

JI kapasitas &00 pair Rp. &,&5,000.00 bh

$ Drrester prte+tr E gru!"i!g Rp. %,%,500.00 bh

9 <P '50 GD E DGR Rp. &,00,000.00 bh&0 Operatr +!sle Rp. ',4'$,000.00 u!it

&& 3!stalasi titik utlet telep! Rp. %%0,000.00 titik

& Peralata! ba!tu Rp. ,00,000.00 lt

&% @ 505 6T Rp. &44,000.00 u!t

&4 Ia=imile Rp. ,50,000.00 bh

&5 TT 6T 3 &0 pair Rp. 50,000.00 u!it

&' abel ee"er 3T: &0==0.' mm EPG: :!"uit Rp. ,0.00 m8

& abel ee"er ell* armure" 0==0.' mmt Rp. %,400.00 m8

&$ 2it+h hub Rp. 9,450,000.00 u!it8

&9 Pat+h Pa!el 4$/4 prt Rp. ,00,000.00 u!it

0 RC45 +!!e+tr Rp. ',50.00 bh

& 3!stalasi m"ular ja+k Rp. 450,000.00 titik




B.16 Bahan San"tas" / p"pa

### DLur plastik Rp. %0,000.00 bh

### Pipa 3 &/F me"ium Rp. %,&00.00 m8 %,&00.00 /ljr

### Pipa 3 %/4F me"ium Rp. %',%$0.00 m8 %',%$0.00 /ljr

### Pipa 3 &,5F me"ium Rp. '4,00.00 m8 '4,00.00 /ljr

### Pipa 3 F me"ium Rp. &0,$00.00 m8 &0,$00.00 /ljr

### Pipa 3 %F me"ium Rp. &$4,5$0.00 m8 &$4,5$0.00 /ljr

### Pipa PG: > %F kls me!e!gah Rp. 0,'4.50 m8 $,50.00 /ljr

### Tee %F Rp. %,&00.00 bh

### TK %F (6arge ra"ius tee (JC6T)) Rp. %,&00.00 bh

### Rp. &,&00.00 bh

### Rp. &&,000.00 bh

### 6OM %F Rp. %&,%00.00 bh

### Re"u+er %FCF Rp. ,4&5.00 bh

### Pipa PG: > %F kls ti!ggi Rp. &,50.00 m8 $5,000.00 /ljr

### Pipa PG: > 4F kls me!e!gah Rp. 40,000.00 m8 &'0,000.00 /ljr

### TK 4F (6arge ra"ius tee (JC6T)) Rp. 4',00.00 bh### Tee 4F Rp. ,'00.00 bh

### lb2 4F ti!ggi Rp. '4,&90.00 bh

lb2 4F me!e!gah Rp. &5,000.00 bh

### Rp. 44,00.00 bh

### Rp. &9,$00.00 bh

### Re"u+er 4FCF Rp. %,%0.00 bh

Pipa PG: > 4F kls ti!ggi Rp. %',550.00 m8 &4',00.00 /ljr

% Pipa PG: > F kls me!egah Rp. &%,'5.00 m8 54,500.00 /ljr

4 ate LalLe F Rp. &%5,000.00 bh

5 Re"u+er FC%F Rp. ',00.00 bh

' Re"u+er F C &&/4F Rp. %,000.00 bh

Re"u+er F C &F Rp. ,4&5.00 bh

$ Pipa PG: > & &/F kls me!egah Rp. %5,40.00 m8 &4&,'$0.00 /ljr9 Pipa PG: > & &/4F kls me!egah Rp. %5,40.00 m8 &4&,'$0.00 /ljr

%0 b2 & &/4F Rp. 5,'00.00 bh

%& Rp. ,040.00 bh

% Pipa PG: > &F kls me!egah Rp. %5,40.00 m8 &4&,'$0.00 /ljr

%% lb2 & F Rp. %,450.00 bh

lb2 F Rp. 5,000.00 bh

%4 Tee &F Rp. 5,&&5.00 bh

%5 Tee & F C &/F Rp. 4,40.00 bh

%' Tee &F C %/4F Rp. 4,'%5.00 bh

% Re"u+er & C %/4 F Rp. ,4&5.00 bh

%$ Re"u+er & C &/ F Rp. &,$'0.00 bh

%9 Ilat LalLe & F Rp. 5,000.00 bh

40 ate LalLe &F Rp. 90,000.00 bh

4& Pipa PG: > %/4F kls me!egah Rp. 9,&5.00 m8 %',00.00 /ljr4 lb2 %/4F Rp. ,&45.00 bh

4% Tee %/4 F Rp. %,05.00 bh

44 Tee %/4 C &/ F Rp. ,90.00 bh

45 Re"u+er %/4FC&/F Rp. &,$%0.00 bh

4' Pipa PG: > &/F kls me!egah Rp. 4,4%0.00 m8 &,0.00 /ljr

4 lb2 &/F Rp. &,'%5.00 bh

4$ Tee &/ Rp. ,0.00 bh

49 ra! air %/4F kls me!e!gah Rp. 4,00.00 bh

50 lset "u"uk prseli! m! bl+k kls me!e!gah Rp. &,5$0,000.00 bh

5& <ri!ir Rp. $,000.00 bh

5 lset j!gkk prseli! kls ti!ggi Rp. &50,000.00 bh

5% Mashtael kelas me!e!gah "a! a++essries Rp. $5,000.00 bh

54 ak +u+i Rp. 50,000.00 bh

55 Mater "rai! E asesris Rp. 45,000.00 set

5' h2er E asesries Rp. %,500,000.00 bh

5 ak ma!"i iber Rp. 0,000.00 bh

5$ epti+ta!k E peresapa! Rp. ,000,000.00 bh

59 eal tape Rp. ,000.00 bh

TK 45 %F (K bra!+h (JCK))

45 6OM %F

TK 45 4F (K bra!+h (JCK))

45 6OM 4F

45 6OM & &/ 4F




B.11 Bahan P$ngun-"

### u!+i pi!tu slag kls me!e!gah (besar) Rp. &%,500.00 bh

### u!+i pi!tu slag kls me!e!gah (ke+il) Rp. 5,$0.00 bh

### !gsel pi!tu kls ti!ggi Rp. ,500.00 bh### !gsel pi!tu kls me!e!gah Rp. 5,000.00 bh

### !gsel je!"ela kls ti!ggi Rp. &,500.00 bh

### !gsel je!"ela kls me!e!gah Rp. &5,000.00 bh

### !gsel pi!tu a!gi! Rp. %5,000.00 bh

### re!"el ke+il kls ti!ggi Rp. %0,000.00 bh

### re!"el ke+il kls me!e!gah Rp. &5,500.00 bh

### re!"el ke+il kls biasa Rp. 9,%00.00 bh

### re!"el besar kls ti!ggi Rp. %5,000.00 bh

### Hak a!gi! ke+il kls me!e!gah Rp. &,500.00 bh

### Hak a!gi! ke+il kls biasa Rp. $,500.00 bh

### =pag!let kls me!e!gah Rp. 50,90.00 bh

### Ha!"le pi!tu klas me!e!gah Rp. 0,000.00 bh

### Jr +lser Rp. &50,000.00 bh

### Rel pi!tu geser Rp. %50,000.00 bh

### Rlli!g Jr Rp. &,000,000.00 m

B.12 Bahan $ta&an

### PaLi!g bl+k be!tuk bata Rp. &,00.00 bh

### PaLi!g bl+k be!tuk bata pres hi"rli+ $ +m Rp. ,&40.00 bh

### PaLi!g bl+k be!tuk bata pres hi"rli+ ' +m Rp. &,&00.00 bh

### PaLi!g bl+k be!tuk he=ag! $ +m Rp. ,500.00 bh

### rass bl+k Rp. &,00.00 bh

### Rster l+k 0=0 +m Rp. 5,$90.00 bh

### uis bet! "iameter %0 +m P C &00+m Rp. '%,&50.00 bh

### Tera2a!g ( rster ) Rp. %,&0.00 bh

### ata er!gga ekspse Rp. 5,500.00 bh

### :urb bet! 0 = 40 = 5 +m Rp. 50,000.00 bh

B.13 Bahan !a"n + (a"n

& Dir Rp. 00.00 ltr

6em ka*u Rp. %,450.00 kg

% 6em kalsibar" Rp. %,450.00 kg

4 i!*ak begisti!g ( li bekas ) Rp. 500.00 ltr

5 esi! Pt!g Plat Rp. ,000,000.00 u!it

' as O=etil*! Rp. 450,450.00 tl

as O=ige! Rp. &50,&50.00 tl

$ esi! r Rp. 4,00,000.00 u!it

9 ata r Rp. &&%,000.00 h

&0 esi! r pistl Rp. &,000,000.00 u!it

&& krup mata baja Rp. &,000.00 h

& esi! ergaji Rp. 4,00,000.00 u!it&% ata ergaji Rp. $',$00.00 h

&4 6istrik Rp. 4'0.00 2h

&5 Dlat ba!tu Rp. 95,000.00 et

&' esi! 6as Rp. %,450,000.00 h

& e2a mesi! las Rp. &5,000.00 jam

&$ lar Rp. 4,500.00 ltr

&9 Olie Rp. ,000.00 ltr

0 a2at 6as Rp. %,500.00 Js

& e2a alat perakita! ku"aCku"a baja Rp. &5,000.00 am



DATAR ANA!ISA SATUAN PEKERJAAN

A. ANA!ISA BIA7A KONSTRUKSI PEKERJAAN PERSIAPAN 8SNI 26629

Na)a Bahan

A.1 .*. 1 ): P$ngu&uan 'an p$)asangan B;<p(ang

Bahan

0.0&0 alk ka*u kls 333 Rp. 4,0%%,900.00 7 Rp.

0.000 g Paku pa!ja!g C & +m Rp. &$,%0.00 7 Rp.

0.000 Papa! ka*u kls 333 Rp. 4,0%%,900.00 7 Rp.Ju)(ah 8I9 7 Rp.

T$naga

0.&000 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.

0.&000 Oh Pekerja (buruh tak trampil) Rp. 49,500.00 7 Rp.

0.0&00 Oh epala tuka!g ka*u Rp. $,045.00 7 Rp.

0.0050 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

B. ANA!ISA BIA7A KONSTRUKSI PEKERJAAN TANAH 8SNI DT+01+666*+2666,9

B.1 6,.*.1 Ga("an tanah "asa s$'a(a) 1 )$t$

T$naga

0.500 Oh Pekerja (buruh tak trampil) Rp. 49,500.00 7 Rp.

0.050 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8I9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

B.2 6,.*.2 Ga("an tanah "asa s$'a(a) 2 )$t$

T$naga


0.0450 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8I9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

B.3 6,.*.0 Uugan &$)a("

B. 6,.*.16 P$)a'atan tanah 8 p$ 26 -) 9

T$naga


0.0500 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8I9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

B.# 6,.*.11 Uugan Pas"

Bahan

&.000 Pasir urug Rp. 90,950.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga

0.%000 Oh Pekerja (buruh tak trampil) Rp. 49,500.00 7 Rp.

0.0&00 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9

O=$h$a' 16> 7 Rp.Ju)(ah T;ta( 7 Rp.

N;.Ana("s

a

K;'$Ana("sa

Sat.P$&$?

aan

K;$@"s"$nBahan

Sat.Ba han

HagaSat.Bahan

1)3

1)3

1)3

e!gurug kembali & m% "ihitu!g "ari &/% kali "ari i!"eks pekerjaa! galia!

1)3

1 )3



B.* 6,.*.11.a Uugan Tanah 8&;n=$s" 'a" ana("sa uugan pas"9

Bahan

&.000 Ta!ah urug Rp. 4,900.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga


0.0&00 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

B., 62.*.1# Uugan S"tu 8s$sua" SNI 26629

Bahan

&.000 m% irtu Rp. &0,000.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga


0.050 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

. ANA!ISA BIA7A KONSTRUKSI PONDASI 8SNI DT+01+666,+2666,9

.1 *.1 5$)asang p;n'as" atu $(ah -a)puan 1 P- 3 Pp

Bahan

&.&000 atu belah &5 +m / 0 +m Rp. &%9,&00.00 7 Rp.

0.0000 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.4$50 Pasir pasa!g Rp. 9',%00.00 7 Rp.

umlah (3) 7 Rp.

T$naga

&.5000 Oh Pekerja (buruh tak trampil) Rp. 49,500.00 7 Rp.

0.'000 Oh Tuka!g batu Rp. &,500.00 7 Rp.

0.0'00 Oh epala tuka!g batu Rp. ,000.00 7 Rp.

0.050 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

.2 *.2 5$)asang p;n'as" atu $(ah -a)puan 1 P- Pp

Bahan

&.&000 atu belah &5 +m / 0 +m Rp. &%9,&00.00 7 Rp.

&'%.0000 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.500 Pasir pasa!g Rp. 9',%00.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga &.5000 Oh Pekerja (buruh tak trampil) Rp. 49,500.00 7 Rp.



0.050 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

1 )3

1 )3

1)3

1)3



.3 *.3 5$)asang p;n'as" atu $(ah -a)puan 1 P- # Pp

Bahan

&.&000 atu belah &5 +m / 0 +m Rp. &%9,&00.00 7 Rp.

&%'.0000 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.5440 Pasir pasa!g Rp. 9',%00.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga




0.050 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

. *.0 5$)asang atu &;s;ng 8 aansta)p"ng 9

Bahan

&.000 atu belah &5 +m / 0 +m Rp. &%9,&00.00 7 Rp.

0.4%0 Pasir urug Rp. 90,950.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga 0.$00 Oh Pekerja (buruh tak trampil) Rp. 49,500.00 7 Rp.

0.%900 Oh Tuka!g batu Rp. &,500.00 7 Rp.

0.0%90 Oh epala tuka!g batu Rp. ,000.00 7 Rp.

0.0%90 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

D. ANA!ISA BIA7A PEKERJAAN DINDING 8SNI DT + 6660 + 2666,9

D.1 *.2 1)2 D"n'"ng ata )$ah u&uan 8 1# 11 22 9 -) t$a( 1 ata -a)puan sp$s" 1P- 3 Pp

Bahan

&40.0000 h ata merah kls 3 Rp. 490.00 7 Rp.

%.9500 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.09&0 Pasir pasa!g Rp. 9',%00.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga

0.'000 Oh Pekerja (buruh tak trampil) Rp. 49,500.00 7 Rp.

0.000 Oh Tuka!g batu Rp. &,500.00 7 Rp.

0.000 Oh epala tuka!g batu Rp. ,000.00 7 Rp.

0.0%00 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

D.2 *. 1)2 D"n'"ng ata )$ah u&uan 8 1# 11 22 9 -) t$a( C ata -a)puan4 sp$s" 1P- 3 Pp

Bahan

0.0000 h ata merah kls 3 Rp. 490.00 7 Rp.

&4.%00 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.0400 Pasir pasa!g Rp. 9',%00.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga


0.&000 Oh Tuka!g batu Rp. &,500.00 7 Rp.

0.0&00 Oh epala tuka!g batu Rp. ,000.00 7 Rp.

0.0&50 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

1)3

1)3



D.3 *.16 1)2 D"n'"ng ata )$ah u&uan 8 1# 11 22 9 -) t$a( C ata -a)puan4 sp$s" 1P- # Pp

Bahan

0.0000 h ata merah kls 3 Rp. 490.00 7 Rp.

9.'$00 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.0450 Pasir pasa!g Rp. 9',%00.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga



0.0&00 Oh epala tuka!g batu Rp. ,000.00 7 Rp.0.0&50 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

E. ANA!ISA BIA7A KONSTRUKSI P!ESTERAN 8SNI DT + 66616 + 2666,9

E.1 *.3 5$)asang p($st$an 1 P- 3 Pp4 t$a( 1# )).

Bahan

.'00 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.0%0 Pasir pasa!g Rp. 9',%00.00 7 Rp.Ju)(ah 8I9 7 Rp.

T$naga




0.0&00 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

E.2 SNI 2662 5$)asang p($st$an $t;n 1 P- 3 Pp4 t$a( 1# )).

Bahan

.000 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.0&0 Pasir pasa!g Rp. 9',%00.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga




0.0&%0 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

1)2

1)2



E.3 *.# 5$)asang p($st$an 1 P- # Pp4 t$a( 1# )).

Bahan

5.&4$0 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.0'0 Pasir pasa!g Rp. 9',%00.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga




0.0&00 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

E. *.23 5$)asang p($st$an "pat 1 P- 2 Pp

Bahan

4.%00 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.00'0 Pasir pasa!g Rp. 9',%00.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga


0.&000 Oh Tuka!g batu Rp. &,500.00 7 Rp.0.0&00 Oh epala tuka!g batu Rp. ,000.00 7 Rp.

0.0&%0 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

E.# *.2 "n"sh"ng s"a pasangan '"n'"ng ata )$ah

Bahan

%.&0$0 g eme! 50 kg Rp. &,0$4.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga




0.00$0 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

E.* *.2# "n"sh"ng s"a pasangan atu &a(" a'u&an 1 P- 2 Pp

Bahan

'.%400 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.0&0 g Pasir pasa!g Rp. 9',%00.00 7 Rp.Ju)(ah 8I9 7 Rp.

T$naga


0.0%50 Oh Tuka!g batu Rp. &,500.00 7 Rp.


0.0040 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

1)2

1)2

1)2

1)2



E., *.2, 5$)asang a-"an

Bahan

%.500 g eme! 50 kg Rp. &,0$4.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga




0.00$0 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

. ANA!ISA BIA7A KONSTRUKSI PEKERJAAN KA7U 8SNI DT + 01 + 6611 + 266,9

.1 *.1 5$)uat 'an )$)asang &us$n p"ntu 'an &us$n ?$n'$(a4&ayu &(as I

Bahan

&.&000 m alk ka*u kls 3 Rp. $,4&5,550.00 7 Rp.

&.500 g Paku pa!ja!g C & +m Rp. &$,%0.00 7 Rp.

&.0000 g 6em ka*u Rp. %,450.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga '.0000 Oh Pekerja (buruh tak trampil) Rp. 49,500.00 7 Rp.

0.0000 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.

.0000 Oh epala tuka!g ka*u Rp. $,045.00 7 Rp.

0.%000 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

.2 *.2 5$)uat 'an )$)asang &us$n p"ntu 'an &us$n ?$n'$(a4&ayu &(as II

Bahan

&.000 m alk ka*u kls 33 Rp. 5,00,'00.00 7 Rp.

&.500 g Paku pa!ja!g C & +m Rp. &$,%0.00 7 Rp.

&.0000 g 6em ka*u Rp. %,450.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga

'.0000 Oh Pekerja (buruh tak trampil) Rp. 49,500.00 7 Rp.

&$.0000 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.


0.%000 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

.3 *.* 1)2 5$)uat 'an )$)asang p"ntu 'an ?$n'$(a &a-a 4&ayu &(as I I

Bahan

0.040 m? Papa! ka*u kls 33 Rp. 5,00,'00.00 7 Rp.

0.%000 g 6em ka*u Rp. %,450.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga

0.$000 Oh Pekerja (buruh tak trampil) Rp. 49,500.00 7 Rp.

.0000 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.

0.000 Oh epala tuka!g ka*u Rp. $,045.00 7 Rp.

0.0400 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

1)2

1)3

1)3



. *.16 1)2 5$)asang ?a(us" &us$n4&ayu &(as II

Bahan

0.0'00 m Papa! ka*u kls 33 Rp. 5,00,'00.00 7 Rp.

0.&500 g Paku pa!ja!g & C % +m Rp. 0,%%0.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga


.0000 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.


0.050 Oh a!"r Rp. $%,&'0.00 7 Rp.


O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

.# *. 1)2 Pasang p"ntu pan$( &ayu

Bahan


Ju)(ah 8I9 7 Rp.

T$naga


.5000 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.


0.0500 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

.#a *.a 1)2 Pasang p"ntu pan$( &ayu % @;)"&a

Bahan


0.0%00 g Paku pa!ja!g & C % +m Rp. 0,%%0.00 7 Rp.

0.5000 6br Irmika putih &0 = 40 Rp. &0,540.00 7 Rp.Ju)(ah 8I9 7 Rp.

T$naga


.5000 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.


0.0500 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

.16 *.13 1)3 5$)asang &;nstu&s" &u'a + &u'a &;n=$ns";na( 4&ayu &(as II

Bahan

&.&000 m alk ka*u kls 33 Rp. 5,00,'00.00 7 Rp.

&5.0000 g egel plat Rp. $,000.00 7 Rp.

5.'000 g Paku pa!ja!g C & +m Rp. &$,%0.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga


&.0000 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.

&.000 Oh epala tuka!g ka*u Rp. $,045.00 7 Rp.

0.000 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.




.11 *.1 1)3 5$)asang &;nstu&s" &u'a + &u'a $&sp;s$ 4&ayu &(as II

Bahan

&.000 m alk ka*u kls 33 Rp. 5,00,'00.00 7 Rp.

&5.0000 g egel plat Rp. $,000.00 7 Rp.

5.'000 g Paku pa!ja!g C & +m Rp. &$,%0.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga

'.0000 Oh Pekerja (buruh tak trampil) Rp. 49,500.00 7 Rp.

0.0000 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.


0.%000 Oh a!"r Rp. $%,&'0.00 7 Rp.Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

.12 *.1# 1)3 5$)asang &;nstu&s" g;'$ng 4&ayu &(as II

Bahan

&.&000 m alk ka*u kls 33 Rp. 5,00,'00.00 7 Rp.

&5.0000 g egel plat Rp. $,000.00 7 Rp.

%.0000 g Paku pa!ja!g C & +m Rp. &$,%0.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga

.4000 Oh Pekerja (buruh tak trampil) Rp. 49,500.00 7 Rp.

.000 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.


0.&00 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

.13 *.1,.a 1)2 5$)asang ang&a atap 4 Usu& &(as II 'an R$ng &ayu &(as I

Bahan

0.00$4 m <suk ( 5 = ) +m Rp. 5,00,'00.00 7 Rp.

0.00%' m Re!g ( % = 4 ) +m Rp. $,4&5,550.00 7 Rp.

0.&500 g Paku pa!ja!g C & +m Rp. &$,%0.00 7 Rp.Ju)(ah 8I9 7 Rp.

T$naga


0.&000 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.


0.0050 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

.1 *.26 1)2 5$)asang ang&a (ang"t (ang"t 8 *6 *6 9 -) 4 &ayu &(as II

Bahan

0.0&'% m <suk ( 5 = ) +m Rp. 5,00,'00.00 7 Rp.


Ju)(ah 8I9 7 Rp.

T$naga


0.%000 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.

0.0%00 Oh epala tuka!g ka*u Rp. $,045.00 7 Rp.

0.0&00 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.



.1# *.21 1)1 5$)asang !"stp(an& u&uan 8 3 26 9 -) 4 &ayu &(as I

Bahan

0.0&0$ m Papa! ka*u kls 3 Rp. $,4&5,550.00 7 Rp.

0.&000 g Paku pa!ja!g 4 C ' +m Rp. &9,4$0.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga


0.000 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.


0.0050 Oh a!"r Rp. $%,&'0.00 7 Rp.


O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

.1* *.22 1)1 5$)asang !"stp(an& u&uan 8 3 36 9 -) 4 &ayu &(as I

Bahan

0.0&&0 m Papa! ka*u kls 33 Rp. 5,00,'00.00 7 Rp.

0.0500 g Paku pa!ja!g 4 C ' +m Rp. &9,4$0.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga


0.000 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.


0.0050 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

.1*.a *.#1 1): Pasang $ut$ p(an& u&uan 8 2 269 -)

Bahan

0.0040 m Papa! ka*u kls 33 Rp. 5,00,'00.00 7 Rp.

0.0500 g Paku pa!ja!g 4 C ' +m Rp. &9,4$0.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga

0.0500 Oh Pekerja (buruh tak trampil) Rp. 49,500.00 7 Rp.0.&000 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.


0.005 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

.1, *.23.a 1)2 5$)asang ang&a '"n'"ng p$)"sah *6 *6 -) 8 $s" h;((;< 3636 )) 'an #6#6 ))9

Bahan

.'400 m8 esi hll2 %0=%0 mm Rp. 0,000.00 7 Rp.

.'400 g esi Hll2 50=50 mm Rp. %0,000.00 7 Rp.

%0.00Q Hp aha! tambaha! (pakuEsiku) Rp. &%,000.00 7 Rp.

Ju)(ah 8I9

T$naga


0.4500 Oh Tuka!g besi Rp. &,''5.00 7 Rp.

0.0450 Oh epala tuka!g besi Rp. ,%9'.00 7 Rp.

0.00$0 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.



G. ANA!ISA BIA7A KONSTRUKSI PEKERJAAN BETON 8SNI DT + 01 + 666 + 266, 9

G.1 *.

Bahan

%0.0000 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.'%9 g Pasir et! Rp. &&5,000.00 7 Rp.

0.'0 g rikil alam /% +m Rp. &$5,000.00 7 Rp.

00.0000 6tr Dir Rp. 00.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga




0.0'00 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

G.2 *.#

Bahan

%'.0000 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.549 Pasir et! Rp. &&5,000.00 7 Rp.

0.' rikil alam /% +m Rp. &$5,000.00 7 Rp.

&5.0000 6tr Dir Rp. 00.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga

&.'500 Oh Pekerja (buruh tak trampil) Rp. 49,500.00 7 Rp.


0.$00 Oh epala tuka!g batu Rp. ,000.00 7 Rp.

0.0$%0 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

G.3 *.*

Bahan%5.0000 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.5& Pasir et! Rp. &&5,000.00 7 Rp.

0.'% rikil alam /% +m Rp. &$5,000.00 7 Rp.

&5.0000 6tr Dir Rp. 00.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga



0.$00 Oh epala tuka!g batu Rp. ,000.00 7 Rp.

0.0$%0 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

1 )3 5$)uat (anta" &$?a $t;n )utu 4@ 8- ,. 5pa 8 K 166 9 4 s(u)p 8 3 + * 9 -)4<- 6.,.

1 )3 5$)uat $t;n )utu 4@8- 1.# 5pa 8 K 1,# 9 4 s(u)p 8 12 2 9 -)4<- 6.**.

m%

m%

1 )3 5$)uat $t;n )utu 4@8- 1*.0 5pa 8 K 266 9 4 s(u)p 8 12 2 9 -)4<- 6.*1.

m%

m%



G. *.,

Bahan

%&.0000 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.49$' Pasir et! Rp. &&5,000.00 7 Rp.

0.5' rikil alam /% +m Rp. &$5,000.00 7 Rp.

&5.0000 6tr Dir Rp. 00.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga


0.50 Oh Tuka!g batu Rp. &,500.00 7 Rp.0.$00 Oh epala tuka!g batu Rp. ,000.00 7 Rp.

0.0$%0 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

G.# *.1, 1 Kg P$)$s"an '$ngan $s" p;(;s atau $s" u("

Bahan

&.0500 g esi bet! pls B &'mm Rp. &,900.00 7 Rp.

0.0&50 g a2at bet! Rp. &$,&90.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga 0.000 Oh Pekerja (buruh tak trampil) Rp. 49,500.00 7 Rp.



0.0004 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

G.* *.2 5$)uat P;n'as" $t;n $tu(ang 1#,.#6 Kg $s" % B$&"st"ng

Bahan

0.000 alk ka*u kls 333 Rp. 4,0%%,900.00 7 Rp.&.5000 g Paku pa!ja!g C & +m Rp. &$,%0.00 7 Rp.

0.4000 6tr i!*ak begisti!g ( li bekas ) Rp. 500.00 7 Rp.

&5.5000 g esi bet! pls B &'mm Rp. &,900.00 7 Rp.

.500 g a2at bet! Rp. &$,&90.00 7 Rp.

%%'.0000 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.5400 Pasir et! Rp. &&5,000.00 7 Rp.

0.$&00 rikil alam /% +m Rp. &$5,000.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga



&.%000 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.

&.0500 Oh Tuka!g besi Rp. &,''5.00 7 Rp.0.'0 Oh epala tuka!g besi Rp. ,%9'.00 7 Rp.

0.'50 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

1 )3 5$)uat $t;n )utu 4@8- 10.3 5pa 8 K 22# 9 4 s(u)p 8 12 2 9 -)4<- 6.#.

m%

m%

1 )3



G.,.a + 5$)uat S(;;@ $t;n $tu(ang 1#/26 213.10 Kg $s" % B$&"st"ng

Bahan

0.'5 Papa! ka*u kls 333 Rp. 4,0%%,900.00 7 Rp.

.0000 g Paku pa!ja!g C & +m Rp. &$,%0.00 7 Rp.

0.'000 6tr i!*ak begisti!g ( li bekas ) Rp. 500.00 7 Rp.

&%.&$$ g esi bet! pls B &'mm Rp. &,900.00 7 Rp.

%.0000 g a2at bet! Rp. &$,&90.00 7 Rp.

%%'.0000 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.5400 Pasir et! Rp. &&5,000.00 7 Rp.

0.$&00 rikil alam /% +m Rp. &$5,000.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga



&.5'00 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.

&.4000 Oh Tuka!g besi Rp. &,''5.00 7 Rp.

0.%%0 Oh epala tuka!g besi Rp. ,%9'.00 7 Rp.

0.$%0 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

G.,. + 5$)uat S(;;@ $t;n $tu(ang 13/26 1,1.*2 Kg $s" % B$&"st"ng

Bahan

0.%0$5 Papa! ka*u kls 333 Rp. 4,0%%,900.00 7 Rp.



&&.'%$ g esi bet! pls B &'mm Rp. &,900.00 7 Rp.

%.0000 g a2at bet! Rp. &$,&90.00 7 Rp.

%%'.0000 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.5400 Pasir et! Rp. &&5,000.00 7 Rp.

0.$&00 rikil alam /% +m Rp. &$5,000.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga



&.5'00 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.



0.$%0 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

G.,.- 5$)uat S(;;@ $t;n $tu(ang 26/36 26,.,3 Kg $s" % B$&"st"ng

Bahan0.0& Papa! ka*u kls 333 Rp. 4,0%%,900.00 7 Rp.



0.%05 g esi bet! pls B &'mm Rp. &,900.00 7 Rp.

%.0000 g a2at bet! Rp. &$,&90.00 7 Rp.

%%'.0000 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.5400 Pasir et! Rp. &&5,000.00 7 Rp.

0.$&00 rikil alam /% +m Rp. &$5,000.00 7 Rp.

Ju)(ah 8I9 7 Rp.

1 )3

1 )3

1 )3



T$naga



&.5'00 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.



0.$%0 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

G.,.' 5$)uat S(;;@ $t;n $tu(ang 26/36 26,.,3 Kg $s" % B$&"st"ng

Bahan

0.0& Papa! ka*u kls 333 Rp. 4,0%%,900.00 7 Rp.



0.%05 g esi bet! pls B &'mm Rp. &,900.00 7 Rp.

%.0000 g a2at bet! Rp. &$,&90.00 7 Rp.

%%'.0000 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.5400 Pasir et! Rp. &&5,000.00 7 Rp.

0.$&00 rikil alam /% +m Rp. &$5,000.00 7 Rp.Ju)(ah 8I9 7 Rp.

T$naga



&.5'00 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.



0.$%0 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

G..$ 5$)uat &;(;) $t;n $tu(ang 6/6 36.00 Kg $s" % B$&"st"ng

Bahan

0.5%%% Papa! ka*u kls 333 Rp. 4,0%%,900.00 7 Rp.


.0000 6tr i!*ak begisti!g ( li bekas ) Rp. 500.00 7 Rp.

%$0.9900 g esi bet! pls B &'mm Rp. &,900.00 7 Rp.

4.5000 g a2at bet! Rp. &$,&90.00 7 Rp.

%%'.0000 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.5400 Pasir et! Rp. &&5,000.00 7 Rp.

0.$&00 rikil alam /% +m Rp. &$5,000.00 7 Rp.

0.&500 alk ka*u kls 333 Rp. 4,0%%,900.00 7 Rp.

%.5000 6br ult*plek 9 mm Rp. &4,000.00 7 Rp.0.0000 tg a*u "lke! pera!+ah > &0+m / 4m Rp. $,90'.' 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga



&.'500 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.

.&000 Oh Tuka!g besi Rp. &,''5.00 7 Rp.


0.%5%0 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

1 )3

1 )3



G..g 5$)uat &;(;) $t;n $tu(ang 36/36 22.1 Kg $s" % B$&"st"ng

Bahan

0.%00 Papa! ka*u kls 333 Rp. 4,0%%,900.00 7 Rp.



4.$&40 g esi bet! pls B &'mm Rp. &,900.00 7 Rp.

4.5000 g a2at bet! Rp. &$,&90.00 7 Rp.

%%'.0000 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.5400 Pasir et! Rp. &&5,000.00 7 Rp.

0.$&00 rikil alam /% +m Rp. &$5,000.00 7 Rp.

0.&500 alk ka*u kls 333 Rp. 4,0%%,900.00 7 Rp.

%.5000 6br ult*plek 9 mm Rp. &4,000.00 7 Rp.

0.0000 tg a*u "lke! pera!+ah > &0+m / 4m Rp. $,90'.' 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga



&.'500 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.



0.%5%0 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

G..h 5$)uat &;(;) $t;n $tu(ang 1#/26 1#6.* Kg $s" % B$&"st"ng

Bahan

0.4000 Papa! ka*u kls 333 Rp. 4,0%%,900.00 7 Rp.



&50.45' g esi bet! pls B &'mm Rp. &,900.00 7 Rp.

4.5000 g a2at bet! Rp. &$,&90.00 7 Rp.

%%'.0000 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.5400 Pasir et! Rp. &&5,000.00 7 Rp.

0.$&00 rikil alam /% +m Rp. &$5,000.00 7 Rp.

0.&500 alk ka*u kls 333 Rp. 4,0%%,900.00 7 Rp.

%.5000 6br ult*plek 9 mm Rp. &4,000.00 7 Rp.


Ju)(ah 8I9 7 Rp.

T$naga



&.'500 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.



0.%5%0 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

G.0.a 5$)uat a(;& $t;n $tu(ang 26/2# 2#*. Kg $s" % B$&"st"ng

Bahan

0.4&' Papa! ka*u kls 333 Rp. 4,0%%,900.00 7 Rp.


&.'000 6tr i!*ak begisti!g ( li bekas ) Rp. 500.00 7 Rp.

5'.$450 g esi bet! pls B &'mm Rp. &,900.00 7 Rp.

%.0000 g a2at bet! Rp. &$,&90.00 7 Rp.

%%'.0000 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.5400 Pasir et! Rp. &&5,000.00 7 Rp.

0.$&00 rikil alam /% +m Rp. &$5,000.00 7 Rp.

0.&400 alk ka*u kls 333 Rp. 4,0%%,900.00 7 Rp.

.$000 6br ult*plek 9 mm Rp. &4,000.00 7 Rp.

&'.0000 tg a*u "lke! pera!+ah > &0+m / 4m Rp. $,90'.' 7 Rp.

Ju)(ah 8I9 7 Rp.

1 )3

1 )3

1 )3



T$naga

'.%500 Oh Pekerja (buruh tak trampil) Rp. 49,500.00 7 Rp.


&.'500 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.


0.%%%0 Oh epala tuka!g batu Rp. ,000.00 7 Rp.

0.%&$0 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

G.0. 5$)uat a(;& $t;n $tu(ang 26/36 22.22 Kg $s" % B$&"st"ng

Bahan

0.5000 Papa! ka*u kls 333 Rp. 4,0%%,900.00 7 Rp.



4.& g esi bet! pls B &'mm Rp. &,900.00 7 Rp.

%.0000 g a2at bet! Rp. &$,&90.00 7 Rp.

%%'.0000 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.5400 Pasir et! Rp. &&5,000.00 7 Rp.

0.$&00 rikil alam /% +m Rp. &$5,000.00 7 Rp.

0.&400 alk ka*u kls 333 Rp. 4,0%%,900.00 7 Rp.

.$000 6br ult*plek 9 mm Rp. &4,000.00 7 Rp.&'.0000 tg a*u "lke! pera!+ah > &0+m / 4m Rp. $,90'.' 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga



&.'500 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.



0.%&$0 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

G.0.- 5$)uat a(;& $t;n $tu(ang 2#/6 26,.3, Kg $s" % B$&"st"ng

Bahan

0.&50 Papa! ka*u kls 333 Rp. 4,0%%,900.00 7 Rp.



0.%'95 g esi bet! pls B &'mm Rp. &,900.00 7 Rp.

%.0000 g a2at bet! Rp. &$,&90.00 7 Rp.

%%'.0000 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.5400 Pasir et! Rp. &&5,000.00 7 Rp.

0.$&00 rikil alam /% +m Rp. &$5,000.00 7 Rp.

0.&400 alk ka*u kls 333 Rp. 4,0%%,900.00 7 Rp.

.$000 6br ult*plek 9 mm Rp. &4,000.00 7 Rp.&'.0000 tg a*u "lke! pera!+ah > &0+m / 4m Rp. $,90'.' 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga



&.'500 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.



0.%&$0 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

1 )3

1 )3



G.0.F 5$)uat a(;& $t;n $tu(ang 1#/26 1##.#0 Kg $s" % B$&"st"ng

Bahan

0.%%%% Papa! ka*u kls 333 Rp. 4,0%%,900.00 7 Rp.



&55.5$54 g esi bet! pls B &'mm Rp. &,900.00 7 Rp.

%.0000 g a2at bet! Rp. &$,&90.00 7 Rp.

%%'.0000 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.5400 Pasir et! Rp. &&5,000.00 7 Rp.

0.$&00 rikil alam /% +m Rp. &$5,000.00 7 Rp.

0.&400 alk ka*u kls 333 Rp. 4,0%%,900.00 7 Rp.



Ju)(ah 8I9 7 Rp.

T$naga



&.'500 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.



0.%&$0 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

G.0.s 5$)uat a(;& $t;n $tu(ang 13/26 23.2* Kg $s" % B$&"st"ng

Bahan

0.%$4' Papa! ka*u kls 333 Rp. 4,0%%,900.00 7 Rp.



%$.5'5 g esi bet! pls B &'mm Rp. &,900.00 7 Rp.

%.0000 g a2at bet! Rp. &$,&90.00 7 Rp.

%%'.0000 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.5400 Pasir et! Rp. &&5,000.00 7 Rp.

0.$&00 rikil alam /% +m Rp. &$5,000.00 7 Rp.

0.&400 alk ka*u kls 333 Rp. 4,0%%,900.00 7 Rp.



Ju)(ah 8I9 7 Rp.

T$naga



&.'500 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.



0.%&$0 Oh a!"r Rp. $%,&'0.00 7 Rp.Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

G.16

Bahan

0.00% alk ka*u kls 333 Rp. 4,0%%,900.00 7 Rp.

0.0&00 g Paku pa!ja!g C & +m Rp. &$,%0.00 7 Rp.

.%%%& g esi bet! pls B &'mm Rp. &,900.00 7 Rp.

0.4500 g a2at bet! Rp. &$,&90.00 7 Rp.

4.0000 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.00'0 Pasir et! Rp. &&5,000.00 7 Rp.

0.0090 rikil alam /% +m Rp. &$5,000.00 7 Rp.

Ju)(ah 8I9 7 Rp.

1 )3

1 )3

1 ): 5$)uat &;(;) pa&t"s 8 11 11 9 -)



T$naga

0.0'00 Oh Pekerja (buruh tak trampil) Rp. 49,500.00 7 Rp.


0.000 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.



0.00%0 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

G.11 5$)uat a(;& $t;n $tu(ang 813 1# 9 -)

Bahan

0.%$4' Papa! ka*u kls 333 Rp. 4,0%%,900.00 7 Rp.



&5%.9%$0 g esi bet! pls B &'mm Rp. &,900.00 7 Rp.

%.0000 g a2at bet! Rp. &$,&90.00 7 Rp.

%%'.0000 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.5400 Pasir et! Rp. &&5,000.00 7 Rp.

0.$&00 rikil alam /% +m Rp. &$5,000.00 7 Rp.

0.&400 alk ka*u kls 333 Rp. 4,0%%,900.00 7 Rp..$000 6br ult*plek 9 mm Rp. &4,000.00 7 Rp.


Ju)(ah 8I9 7 Rp.

T$naga



&.'500 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.



0.%&$0 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.


G.12. 5$)uat (anta" $t;n $tu(ang t$a( 12 -) 26*.*, Kg $s" % B$&"st"ng

Bahan

0.500 Papa! ka*u kls 333 Rp. 4,0%%,900.00 7 Rp.



0'.''4 g esi bet! pls B &'mm Rp. &,900.00 7 Rp.

.500 g a2at bet! Rp. &$,&90.00 7 Rp.

%%.0000 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.500 Pasir et! Rp. &&5,000.00 7 Rp.

0.$00 rikil alam /% +m Rp. &$5,000.00 7 Rp.

0.&00 alk ka*u kls 333 Rp. 4,0%%,900.00 7 Rp..$000 6br ult*plek 9 mm Rp. &4,000.00 7 Rp.

%.0000 tg a*u "lke! pera!+ah > &0+m / 4m Rp. $,90'.' 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga



.$000 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.



0.&$50 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.


1 ):

1 )3



G.12.- 5$)uat (anta" $t;n $tu(ang t$a( 1# -) 36*.# Kg $s" % B$&"st"ng

Bahan

0.000 Papa! ka*u kls 333 Rp. 4,0%%,900.00 7 Rp.



%0'.4545 g esi bet! pls B &'mm Rp. &,900.00 7 Rp.

.500 g a2at bet! Rp. &$,&90.00 7 Rp.

%%.0000 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.500 Pasir et! Rp. &&5,000.00 7 Rp.

0.$00 rikil alam /% +m Rp. &$5,000.00 7 Rp.

0.&00 alk ka*u kls 333 Rp. 4,0%%,900.00 7 Rp.



Ju)(ah 8I9 7 Rp.

T$naga



.$000 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.



0.&$50 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

G.12.@ 5$)uat p(at 'a& t$a( -) 1#6.*2 Kg $s" % B$&"st"ng

Bahan

0.%50 Papa! ka*u kls 333 Rp. 4,0%%,900.00 7 Rp.



&50.'$ g esi bet! pls B &'mm Rp. &,900.00 7 Rp.

.500 g a2at bet! Rp. &$,&90.00 7 Rp.

%%.0000 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.500 Pasir et! Rp. &&5,000.00 7 Rp.

0.$00 rikil alam /% +m Rp. &$5,000.00 7 Rp.

0.&00 alk ka*u kls 333 Rp. 4,0%%,900.00 7 Rp.



Ju)(ah 8I9 7 Rp.

T$naga



.$000 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.



0.&$50 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

G.13. 5$)uat ;;t p(at $t;n $tu(ang 266 1,# 260.* Kg $s" % B$&"st"ng

Bahan

0.&%%% Papa! ka*u kls 333 Rp. 4,0%%,900.00 7 Rp.


&.000 6tr i!*ak begisti!g ( li bekas ) Rp. 500.00 7 Rp.

09.$'09 g esi bet! pls A &'mm Rp. &%,%$0.00 7 Rp.

%.0000 g a2at bet! Rp. &$,&90.00 7 Rp.

%%.0000 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.500 Pasir et! Rp. &&5,000.00 7 Rp.

0.$00 rikil alam /% +m Rp. &$5,000.00 7 Rp.

0.&050 alk ka*u kls 333 Rp. 4,0%%,900.00 7 Rp.

.5000 6br ult*plek 9 mm Rp. &4,000.00 7 Rp.

&4.0000 tg a*u "lke! pera!+ah > &0+m / 4m Rp. $,90'.' 7 Rp.

Ju)(ah 8I9 7 Rp.

1 )3

1 )3

1 )3



G.13.$ 5$)uat ;;t p(at $t;n $tu(ang 166 6 2*6.2 Kg $s" % B$&"st"ng

Bahan

0.&%%% Papa! ka*u kls 333 Rp. 4,0%%,900.00 7 Rp.



'0.4&$4 g esi bet! pls A &'mm Rp. &%,%$0.00 7 Rp.

%.0000 g a2at bet! Rp. &$,&90.00 7 Rp.

%%.0000 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.500 Pasir et! Rp. &&5,000.00 7 Rp.

0.$00 rikil alam /% +m Rp. &$5,000.00 7 Rp.

0.&050 alk ka*u kls 333 Rp. 4,0%%,900.00 7 Rp.



Ju)(ah 8I9 7 Rp.

T$naga



.%000 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.



0.00 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

G.13.@ 5$)uat ;;t p(at $t;n $tu(ang 266 1#6%166#6 02.03 Kg $s" % B$&"st"ng

Bahan

0.'' Papa! ka*u kls 333 Rp. 4,0%%,900.00 7 Rp.



49.9%%' g esi bet! pls A &'mm Rp. &%,%$0.00 7 Rp.

%.0000 g a2at bet! Rp. &$,&90.00 7 Rp.

%%.0000 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.500 Pasir et! Rp. &&5,000.00 7 Rp.

0.$00 rikil alam /% +m Rp. &$5,000.00 7 Rp.

0.&050 alk ka*u kls 333 Rp. 4,0%%,900.00 7 Rp.



Ju)(ah 8I9 7 Rp.

T$naga



.%000 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.



0.00 Oh a!"r Rp. $%,&'0.00 7 Rp.


O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

G.13.g 5$)uat ;;t p(at $t;n $tu(ang 1#6 1#6%166,# 2.36 Kg $s" % B$&"st"ng

Bahan

0.'' Papa! ka*u kls 333 Rp. 4,0%%,900.00 7 Rp.



4$.%0&5 g esi bet! pls A &'mm Rp. &%,%$0.00 7 Rp.

%.0000 g a2at bet! Rp. &$,&90.00 7 Rp.

%%.0000 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.500 Pasir et! Rp. &&5,000.00 7 Rp.

0.$00 rikil alam /% +m Rp. &$5,000.00 7 Rp.

0.&050 alk ka*u kls 333 Rp. 4,0%%,900.00 7 Rp.



Ju)(ah 8I9 7 Rp.

1 )3

1 )3

1 )3



T$naga



.%000 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.



0.00 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

G.13.h 5$)uat ;;t p(at $t;n $tu(ang 1#6 166%166,# #3.21 Kg $s" % B$&"st"ng

Bahan

0.'' Papa! ka*u kls 333 Rp. 4,0%%,900.00 7 Rp.



5%$.&4 g esi bet! pls A &'mm Rp. &%,%$0.00 7 Rp.

%.0000 g a2at bet! Rp. &$,&90.00 7 Rp.

%%.0000 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.500 Pasir et! Rp. &&5,000.00 7 Rp.

0.$00 rikil alam /% +m Rp. &$5,000.00 7 Rp.

0.&050 alk ka*u kls 333 Rp. 4,0%%,900.00 7 Rp.

.5000 6br ult*plek 9 mm Rp. &4,000.00 7 Rp.&4.0000 tg a*u "lke! pera!+ah > &0+m / 4m Rp. $,90'.' 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga



.%000 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.



0.00 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp. H. ANA!ISA BIA7A KONSTRUKSI PEKERJAAN PENUTUP ATAP

H.# 1 ): Ta(ang

Bahan

0.500 #;/D e!g tala!g 6 7 '0 +m 6 0 Rp. 55,4'0.00 7 Rp.

0.0&5 #;/D Paku pa!ja!g & C % +m Rp. 0,%%0.00 7 Rp.

0.009' #;/D Papa! ka*u kls 33 Rp. 5,00,'00.00 7 Rp.

0.50 kg e!* besi kls biasa Rp. ,$0.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga

0.&50 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.

0.400 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.


0.00&5 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

1 )3



H.* *.1

Bahan

5.0000 h e!te!g ta!ah press ( ke+il) Rp. 90.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga



0.00$0 Oh epala tuka!g batu Rp. ,000.00 7 Rp.

0.00$0 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

H., *. 1 ): Pasang uung g$nt$ng p$ss &$-"(

Bahan

5.0000 h ubu!ga! ge!te!g ta!ah (ke+il) Rp. ,50.00 7 Rp.

$.0000 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.0%0 m Pasir pasa!g Rp. 9',%00.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga


0.000 Oh Tuka!g batu Rp. &,500.00 7 Rp.0.000 Oh epala tuka!g batu Rp. ,000.00 7 Rp.

0.000 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

H. *.1

Bahan

9.0000 h e!te!g press bet! Rp. &,$0.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga



0.00$0 Oh epala tuka!g batu Rp. ,000.00 7 Rp.

0.00$0 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

H.0 *. 1 ): Pasang uungan p$ss $t;n

Bahan

%.5000 h ubu!ga! ge!te!g press bet! Rp. ,50.00 7 Rp.

$.0000 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.0%0 m Pasir pasa!g Rp. 9',%00.00 7 Rp.Ju)(ah 8I9 7 Rp.

T$naga




0.000 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

1 )2 Pasang atap g$nt$ng p$ss &$-"(

1 )2 Pasang atap g$nt$ng p$ss $t;n



H.&0 *.#

*.#.1 Bahan

&.&00 m? pa!"ek 4 T:T Rp. '5,000.00 7 Rp.

Ju)(ah 8I9 7 Rp.

*.#.2 T$naga



0.005 Oh a!"r Rp. $%,&'0.00 7 Rp.


Ju)(ah 8II9 7 Rp.

*.#.3 A(at

0.00& u!it esi! r pistl Rp. &,000,000.00 7 Rp.

'.000 bh krup mata baja Rp. &,000.00 7 Rp.

&.500 MH 6istrik Rp. 4'0.00 7 Rp.

Ju)(ah 8III9 7 Rp.

Ju)(ah 8I9%8II9%8III9 7 Rp.

Jasa 'an O=$h$a' 16> 7 Rp.

T;ta( Ju)(ah T$)asu& Jasa 7 Rp.

H.&& *.*

*.*.1 Bahan

&.&00 m8 ;k spa!"ek %,5 T:T Rp. $,500.00 7 Rp.

Ju)(ah 8I9 7 Rp.

*.*.2 T$naga0.00 Oh Tuka!g besi Rp. &,''5.00 7 Rp.


0.005 Oh a!"r Rp. $%,&'0.00 7 Rp.

.000 Oh Pekerja Terlatih Rp. 55,000.00 7 Rp.

Ju)(ah 8II9 7 Rp.

*.*.3 A(at

0.00& u!it esi! r pistl Rp. &,000,000.00 7 Rp.

'.000 bh krup mata baja Rp. &,000.00 7 Rp.

&.500 MH 6istrik Rp. 4'0.00 7 Rp.

Ju)(ah 8III9 7 Rp.




H.& *.#6.

*.#6.1 Bahan

&.&00 m8 e!g plat 6 %0 Rp. 9&,$&0.00 7 Rp.

Ju)(ah 8I9 7 Rp.

*.#6.2 T$naga



0.005 Oh a!"r Rp. $%,&'0.00 7 Rp.

.000 Oh Pekerja Terlatih Rp. 55,000.00 7 Rp.

Ju)(ah 8II9 7 Rp.

*.#6.3 A(at

0.00& u!it esi! r pistl Rp. &,000,000.00 7 Rp.'.000 bh krup mata baja Rp. &,000.00 7 Rp.

&.500 MH 6istrik Rp. 4'0.00 7 Rp.

Ju)(ah 8III9 7 Rp.




1 )2 Pasang atap Span'$& TT

1 ): Pasang uungan San'$& 8TT 64* ))9

1 ): Pasang uungan S$ng G$(;)ang B$sa BJ!S 36



I. ANA!ISA BIA7A KONSTRUKSI PEKERJAAN !ANGIT+!ANGIT

I.a *.* 1): 5$)asang (ang"t + (ang"t (a)"""ng &ayu4 t$a( 0))

Bahan

0.0&50 Papa! ka*u kls 3 Rp. $,4&5,550.00 7 Rp.. g a u pa! a!g C +m p. , . 7 p.

Ju)(ah 8I9 7 Rp.

T$naga 0.'000 Oh Pekerja (buruh tak trampil) Rp. 49,500.00 7 Rp.

0.$000 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.

0.0$00 Oh epala tuka!g ka*u Rp. $,045.00 7 Rp.

0.0%00 Oh a!"r Rp. $%,&'0.00 7 Rp.Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

I. *., 1): 5$)asang (ang"t + (ang"t gypsu) ;a' u&uan 8 126 26 0 9 ))4 t$a( 0))

Bahan

0.%'40 lbr *psum plat t 7 9 mm Rp. $,$90.00 7 Rp.

0.&&00 g Paku skrup &0 +m Rp. ',50.00 7 Rp.Ju)(ah 8I9 7 Rp.

T$naga


0.0500 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.

0.0050 Oh epala tuka!g ka*u Rp. $,045.00 7 Rp.. a! r p. , . 7 p.

Ju)(ah 8II9 7 Rp.u) a % 7 p.=$ $a 7 p.

Ju)(ah T;ta( 7 Rp.

I.- *.,a 1)2 5$)asang (ang"t + (ang"t Ka(s";a'

Bahan

0.%'40 lbr alsibar" Rp. %&,9$9.5$ 7 Rp.

0.&&00 g Paku skrup &0 +m Rp. ',50.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga

0.&000 Oh Pekerja (buruh tak trampil) Rp. 49,500.00 7 Rp.0.0500 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.


0.0050 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

I.2.a 1): ("st (ang"t+(ang"t Gypsu) ,

Bahan

&.&000 m8 6ist Plap!" *psum kalsibar" : Rp. &4,000.00 7 Rp.

0.0&00 g Paku pa!ja!g 4 C ' +m Rp. &9,4$0.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga


0.0500 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.


0.00%0 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

m%



I.2. 1): ("st (ang"t+(ang"t Gypsu) B#

Bahan

&.&000 m8 6ist Plap!" *psum kalsibar" 5 Rp. &%,500.00 7 Rp.


Ju)(ah 8I9 7 Rp.

T$naga


0.0500 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.


0.00%0 Oh a!"r Rp. $%,&'0.00 7 Rp.


O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

I.2.- 1): ("st (ang"t+(ang"t Gypsu) 16

Bahan

&.&000 m8 6ist Plap!" *psum kalsibar" :&0 Rp. &,500.00 7 Rp.


Ju)(ah 8I9 7 Rp.

T$naga


0.0500 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.


0.00%0 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

J. ANA!ISA BIA7A KONSTRUKSI PEKERJAAN PENUTUP !ANTAI 8SNI DT + 01 + 6612 + 266,

J.1 *.3# 5$)asang (anta" &$a)"& u&uan 8 36 36 9 -)

Bahan

&&.$00 bh eramik la!tai 2ar!a kls me!e!gahi (%0 = %0) Rp. 5,4.95 7 Rp.

&0.0000 g eme! 50 kg Rp. &,0$4.00 7 Rp.0.0450 m Pasir pasa!g Rp. 9',%00.00 7 Rp.

&.5000 g eme! 2ar!a Rp. &,&00.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga




0.0%00 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.=$ $a 7 p.

Ju)(ah T;ta( 7 Rp.

J.2 *.3#a 5$)asang (anta" &$a)"& u&uan 8 6 6 9 -)

Bahan

'.5'5 bh eramik la!tai 2ar!a kls me!e!gah ( 40 = 40) Rp. &0,'49.'0 7 Rp.

&0.0000 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.0450 m Pasir pasa!g Rp. 9',%00.00 7 Rp.

&.5000 g eme! 2ar!a Rp. &,&00.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga




0.0%00 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.=$ $a 7 p.

Ju)(ah T;ta( 7 Rp.

1 )2

1 )2



J.3 *.3# 5$)asang (anta" &$a)"& );t"@ u&uan 8 6 6 9 -)

Bahan

'.5'5 bh eramik la!tai mti/gurat kls me!e!gah ( 40 = 4 Rp. &0,'49.'0 7 Rp.

&0.0000 g eme! 50 kg Rp. &,0$4.00 7 Rp.


&.5000 g eme! 2ar!a Rp. &,&00.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga



0.0%50 Oh epala tuka!g batu Rp. ,000.00 7 Rp.0.0%00 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.=$ $a 7 p.

Ju)(ah T;ta( 7 Rp. . . $)asang an a $a) u uan -)

Bahan

'.5000 bh eramik la!tai mti/gurat kls me!e!gah (km/2+ Rp. ,4%4.40 7 Rp.

&0.4000 g eme! 50 kg Rp. &,0$4.00 7 Rp.


&.'00 g eme! 2ar!a Rp. &,&00.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga 0.'00 Oh Pekerja (buruh tak trampil) Rp. 49,500.00 7 Rp.



0.0%00 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.=$ $a 7 p.

Ju)(ah T;ta( 7 Rp.

J.# *.3 5$)asang (anta" );sa"& u&uan 8 36 36 9 -) 4-a)puan 1p- 3 ps

Bahan

&&.$00 bh eramik la!tai mti/gurat kls me!e!gah (%0 = %0 Rp. 5,4.95 7 Rp.

&4.&500 g eme! 50 kg Rp. &,0$4.00 7 Rp.


.0000 g eme! 2ar!a Rp. &,&00.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga




0.0%00 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.=$ $a 7 p.

Ju)(ah T;ta( 7 Rp. . 4 $)asang anta );sa u uan -) 4-a)puan p- ps

Bahan

&&.$00 bh eramik la!tai mti/gurat kls me!e!gah ( 40 = 4 Rp. &0,'49.'0 7 Rp.

&4.&500 g eme! 50 kg Rp. &,0$4.00 7 Rp.


.0000 g eme! 2ar!a Rp. &,&00.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga




0.0%00 Oh a!"r Rp. $%,&'0.00 7 Rp.


=$ $a 7 p.

Ju)(ah T;ta( 7 Rp.

1 )2

)

1 )2

)



J., *.30 5$)asang p("nt &$a)"& u&uan 8 16 26 9 -)

Bahan

5.%000 bh eramik "i!"i!g 2ar!a kls biasa Rp. &,'00.00 7 Rp.

&.&400 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.00%0 Pasir pasa!g Rp. 9',%00.00 7 Rp.

0.050 g eme! 2ar!a Rp. &,&00.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga




0.0050 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

J. *.#a 5$)asang '"n'"ng &$a)"& u&uan 8 26 2# 9 -)

Bahan

&.5000 bh eramik "i!"i!g 2ar!a kls me!e!gah (0=5) Rp. %,04%.00 7 Rp.

9.%000 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.0&$0 Pasir pasa!g Rp. 9',%00.00 7 Rp.

&.9400 g eme! 2ar!a Rp. &,&00.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga




0.0%00 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

J.16 *.,3 5$)asang '"n'"ng atu paas SNI 2662Bahan

&.0500 atu paras Rp. $5,000.00 7 Rp.

&&.500 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.0%50 Pasir pasa!g Rp. 9',%00.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga




0.0%00 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

J.11 *., 5$)asang '"n'"ng atu pa(")anan

Bahan

&.0500 atu palima!a! Rp. &00,000.00 7 Rp.

&&.500 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.0%50 Pasir pasa!g Rp. 9',%00.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga



0.0%50 Oh epala tuka!g batu Rp. ,000.00 7 Rp.0.0%00 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

1 ):

m%

1 )2

m%

1 )2

m

m%

1 )2

m

m%



J.1 + 5$)asang pa="ng (;-& typ$ ata h$ag;n 8t$a( -)9

Bahan

50.0000 bh PaLi!g bl+k be!tuk he=ag! $ +m Rp. #;/D 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga




0.050 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

J.1# + 5$)asang gass (;-& 8t$a( -)9

Bahan

50.0000 bh rass bl+k Rp. #;/D 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga




0.050 Oh a!"r Rp. $%,&'0.00 7 Rp.Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

J.1* + 1 ): 5$)asang -u $t;n

Bahan

.4000 bh :urb bet! 0 = 40 = 5 +m Rp. 50,000.00 7 Rp.

.0000 g eme! 50 kg Rp. &,0$4.00 7 Rp.

0.&'0 Pasir pasa!g Rp. 9',%00.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga




0.050 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

K. ANA!ISA BIA7A KONSTRUKSI PEKERJAAN KAA DAN PENGUNI 8SNI 63+23+26629

K.1a *.2 1h 5$)asang &un-" tana) $sa

Bahan

&.0000 bh u!+i pi!tu slag kls me!e!gah (besar) Rp. &%,500.00 7 Rp.Ju)(ah 8I9 7 Rp.

T$naga


0.5000 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.


0.0050 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

1 )2

1 )2

m%



K.1 *.2 1h 5$)asang &un-" tana) &$-"(

Bahan

&.0000 bh u!+i pi!tu slag kls me!e!gah (ke+il) Rp. 5,$0.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga


0.5000 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.


0.0050 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

K.2 *.# 1h 5$)asang $ngs$( p"ntu

Bahan

&.0000 bh !gsel pi!tu kls me!e!gah Rp. 5,000.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga

0.0&50 Oh Pekerja (buruh tak trampil) Rp. 49,500.00 7 Rp.

0.&500 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.


0.000$ Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

K.3 *.* 1h 5$)asang $ngs$( ?$n'$(a

Bahan

&.0000 bh !gsel je!"ela kls me!e!gah Rp. &5,000.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga


0.&000 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.

0.0&00 Oh epala tuka!g ka*u Rp. $,045.00 7 Rp.0.0005 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

K. *.0 1h 5$)asang &a"t/ha& ang"n

Bahan

&.0000 bh Hak a!gi! ke+il kls me!e!gah Rp. &,500.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga


0.&500 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.


0.000$ Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.



K.# 1h 5$)asang g$n'$( ?$n'$(a

Bahan

&.0000 bh re!"el ke+il kls me!e!gah Rp. &5,500.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga


0.&000 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.


0.0005 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

K.* 1h 5$)asang g$n'$( p"ntu

Bahan

&.0000 bh re!"el ke+il kls me!e!gah Rp. &5,500.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga


0.&500 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.


0.000$ Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

K., 1h 5$)asang $pagn;($t

Bahan

&.0000 bh =pag!let kls me!e!gah Rp. 50,90.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga


0.&500 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.

0.0&50 Oh epala tuka!g ka*u Rp. $,045.00 7 Rp.0.000$ Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

K. *.16 1h 5$)asang ';; -(;;s$

Bahan

&.0000 bh Jr +lser Rp. &50,000.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga


0.5000 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.


0.005 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.



K.0 *.1 1h 5$)asang $( p"ntu g$s$

Bahan

&.0000 bh Rel pi!tu geser Rp. %50,000.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga


0.'000 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.

0.0'00 Oh epala tuka!g ka*u Rp. $,045.00 7 Rp.

0.00%0 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

K.16 *.1* 1 )2 5$)asang &a-a $n"ng 3 ))

Bahan

&.&000 m a+a pls % mm Rp. $,&&0.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga


0.&500 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.


0.000$ Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

K.11 *.1, 1 )2 5$)asang &a-a $n"ng # ))

Bahan

&.&000 m a+a pls 5 mm Rp. &0,000.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga 0.0&50 Oh Pekerja (buruh tak trampil) Rp. 49,500.00 7 Rp.

0.&500 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.


0.000$ Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

K.12 *.1 1 )2 5$)asang &a-a $n"ng ))

Bahan

&.&000 m a+a pls $ mm Rp. 95,000.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga

0.0&'5 Oh Pekerja (buruh tak trampil) Rp. 49,500.00 7 Rp.

0.&'50 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.

0.0&'5 Oh epala tuka!g ka*u Rp. $,045.00 7 Rp.

0.000$ Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.



K.13 1 )2 5$)asang &a-a $s 3 ))

Bahan

&.&000 m a+a s % mm Rp. 9,050.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga


0.0500 Oh Tuka!g ka*u Rp. &,500.00 7 Rp.

0.0&'5 Oh epala tuka!g ka*u Rp. $,045.00 7 Rp.

0.000$ Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

!. ANA!ISA BIA7A KONSTRUKSI PEKERJAAN SANITAIR 8SNI 63 + 230 + 26629

!.6 *.6 1h 5$)asang a& a" @"$

Bahan

&.0000 bh ak ma!"i iber Rp. 0,000.00 7 Rp.

'Q hk Perle!gkapa! Rp. 0,000.00

Ju)(ah 8I9 7 Rp.

T$naga

%.%000 Oh Pekerja (buruh tak trampil) Rp. 49,500.00 7 Rp.

&.&000 Oh Tuka!g batu Rp. &,500.00 7 Rp.


0.&'00 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

!.1 *.1 1h 5$)asang K(;s$t

Bahan

&.0000 bh lset j!gkk prseli! kls ti!ggi Rp. &50,000.00 7 Rp.

'Q hk Perle!gkapa! Rp. &50,000.00

Ju)(ah 8I9 7 Rp.

T$naga

%.%000 Oh Pekerja (buruh tak trampil) Rp. 49,500.00 7 Rp.&.&000 Oh Tuka!g batu Rp. &,500.00 7 Rp.


0.&'00 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

!.2 *. 1h 5$)asang u"n;"

Bahan

&.0000 bh <ri!ir Rp. $,000.00 7 Rp.

%0Q hk Perle!gkapa! Rp. $,000.00 7 Rp.

'.0000 kg eme! 50 kg Rp. &,0$4.00 7 Rp.

0.0&00 m% Pasir pasa!g Rp. 9',%00.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga


&.0000 Oh Tuka!g batu Rp. &,500.00 7 Rp.

0.&000 Oh epala tuka!g batu Rp. ,000.00 7 Rp.

0.&000 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.



!.3 *.# 1h 5$)asang <asta@$(

Bahan

&.0000 bh Mashtael kelas me!e!gah "a! a++essries Rp. $5,000.00 7 Rp.

&Q hk Perle!gkapa! Rp. $5,000.00 7 Rp.

'.0000 kg eme! 50 kg Rp. &,0$4.00 7 Rp.

0.0&00 m% Pasir pasa!g Rp. 9',%00.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga


&.4500 Oh Tuka!g batu Rp. &,500.00 7 Rp.

0.&500 Oh epala tuka!g batu Rp. ,000.00 7 Rp.0.&000 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

!. *.33 1h 5$)asang a& -u-" sta"n($s st$$(

Bahan

&.0000 bh ak +u+i Rp. 50,000.00 7 Rp.

0.0&0 bh Mater "rai! E asesris Rp. 45,000.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga

0.0%00 Oh Pekerja (buruh tak trampil) Rp. 49,500.00 7 Rp.



0.00&5 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

!.# *.3* 1h 5$)asang a=;u

Bahan&.0000 bh DLur plastik Rp. %0,000.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga




0.0005 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

!.* *.2# 1 ): 5$)asang p"pa P t"p$ A '"a)$t$ 1/2

Bahan

&.000 m8 Pipa PG: > &/F kls me!egah Rp. 4,4%0.00 7 Rp.

%5Q Hp Perle!gkapa! Rp. 4,4%0.00

Ju)(ah 8I9 7 Rp.

T$naga

0.0%'0 Oh Pekerja (buruh tak trampil) Rp. 49,500.00 7 Rp.

0.0'00 Oh Tuka!g batu Rp. &,500.00 7 Rp.


0.00&$ Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.




!., *.2* 1 ): 5$)asang p"pa P t"p$ A '"a)$t$ 3/

Bahan

&.000 m8 Pipa PG: > %/4F kls me!egah Rp. 9,&5.00 7 Rp.

%5Q Hp Perle!gkapa! Rp. 9,&5.00

Ju)(ah 8I9 7 Rp.

T$naga




0.00&$ Oh a!"r Rp. $%,&'0.00 7 Rp.


O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

!. *.16 5$)asang 1 ): Ta(ang K;ta&

Bahan

&.00 m8 Tala!g PG: tak Rp. &0,500.00

%5.00Q Hp Perle!gkapa! Rp. &0,500.00

Ju)(ah 8I9

T$naga

0.05 Oh Pekerja (buruh tak trampil) Rp. 49,500.00

0.&50 Oh Tuka!g batu Rp. &,500.000.0&5 Oh epala tuka!g batu Rp. ,000.00

0.00%5 Oh a!"r Rp. $%,&'0.00

Ju)(ah 8II9

Ju)(ah 8I9 % 8II9

O=$ H$a' 16 >

Haga Satuan

!.12 *.31 1 ): 5$)asang p"pa P t"p$ A '"a)$t$ 3

Bahan

&.000 m8 Pipa PG: > %F kls me!e!gah Rp. 0,'4.50 7 Rp.

%5Q Hp Perle!gkapa! Rp. 0,'4.50

Ju)(ah 8I9 7 Rp.

T$naga

0.0%'0 Oh Pekerja (buruh tak trampil) Rp. 49,500.00 7 Rp.0.0'00 Oh Tuka!g batu Rp. &,500.00 7 Rp.


0.00&$ Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

!.13 *.32 1 ): 5$)asang p"pa P t"p$ A '"a)$t$

Bahan

&.000 m8 Pipa PG: > 4F kls ti!ggi Rp. %',550.00 7 Rp.

%5Q Hp Perle!gkapa! Rp. %',550.00Ju)(ah 8I9 7 Rp.

T$naga




0.00&$ Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.



!.13.a *.32.a 1 ): Memasang 1 m' pipa GI Medium C diameter 11/2"

Bahan

&.000 m8 Pipa 3 &,5F me"ium Rp. '4,00.00 7 Rp.

45Q Hp Perle!gkapa! Rp. '4,00.00

Ju)(ah 8I9 7 Rp.

T$naga




0.0008 Oh a!"r Rp. $%,&'0.00 7 Rp.


O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

!.1 *.3# 1 h 5$)asang &an a" '"a)$t$ 1/2 atau 3/

Bahan

&.0000 bh ra! air %/4F kls me!e!gah Rp. 4,00.00 7 Rp.

%5Q Hp Perle!gkapa! Rp. 4,00.00

Ju)(ah 8I9 7 Rp.

T$naga




0.0005 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

!.1# 1): Sa(uan Bu"s $t;n. 1/2 '"a)$t$ 26 -)+166 -)

Bahan

&.&00 h uis bet! "iameter %0 +m P C &00+m Rp. #;/D 7 Rp.

0.550 ata merah kls 3 Rp. #;/D 7 Rp.

&0.%00 g eme! 50 kg Rp. #;/D 7 Rp.

0.0'& Pasir pasa!g Rp. #;/D 7 Rp.

0.0'9 Pasir urug Rp. #;/D 7 Rp.Ju)(ah 8I9 7 Rp.

T$naga

0.%$0 Oh Pekerja (buruh tak trampil) Rp. #;/D 7 Rp.

0.&90 Oh Tuka!g batu Rp. #;/D 7 Rp.

0.0&9 Oh epala tuka!g batu Rp. #;/D 7 Rp.

0.0&9 Oh a!"r Rp. #;/D 7 Rp.



Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

!.1* *.1, 1 h 5$)asang 1 uah a& &;nt;( pasangan atu ata u&uan 8##9 -) t"ngg" #6 -)

Bahan

&5.$$ bh ata merah kls 3 Rp. #;/D 7 Rp.

.000 g eme! 50 kg Rp. #;/D 7 Rp.

0.&%0 Pasir pasa!g Rp. #;/D 7 Rp.

0.00 rikil alam /% +m Rp. #;/D 7 Rp.

.'00 g esi bet! pls B &'mm Rp. #;/D 7 Rp.0.090 Pasir et! #;/D 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga

&.40 Oh Pekerja (buruh tak trampil) Rp. #;/D 7 Rp.

0.4% Oh Tuka!g batu Rp. #;/D 7 Rp.

0.040 Oh epala tuka!g batu Rp. #;/D 7 Rp.

0.0& Oh a!"r Rp. #;/D 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

5. ANA!ISA BIA7A KONSTRUKSI PEKERJAAN PENGEATAN 8SNI 63 + 23 + 26629

5.6 *.,6

Bahan

0.&500 g Plamir ka*u kls biasa Rp. 4,'&0.00 7 Rp.

"asar 0.&00 g :at ka*u kls me!e!gah 5&,%'0.00

pe!utup 0.&00 g :at ka*u kls me!e!gah Rp. 5&,%'0.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga


0.050 Oh Tuka!g +at Rp. 0,000.00 7 Rp.

0.005 Oh epala tuka!g +at Rp. $5,000.00 7 Rp.

0.005 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

5.1 *. P$ng$-atan "'ang &ayu au 81 (ap"s p(a)"94 1 (ap"s -at 'asa4 2 (ap"s -at p$nutup

Bahan

0.000 g e!* ka*u kls biasa Rp. 4,&90.00 7 Rp.

0.&500 g Plamir ka*u kls biasa Rp. 4,'&0.00 7 Rp.

"asar 0.&00 g :at ka*u kls me!e!gah 5&,%'0.00

pe!utup 0.'00 g :at ka*u kls me!e!gah Rp. 5&,%'0.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga


0.0090 Oh Tuka!g +at Rp. 0,000.00 7 Rp.0.00'0 Oh epala tuka!g +at Rp. $5,000.00 7 Rp.

0.005 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

1 )2 P$ng$-atan "'ang &ayu (a)a

1 )2



5.2 *.11 P;("tuan

Bahan

0.&500 kg Plitur Rp. 54,50.00 7 Rp.

0.%0 kg Plitur Rp. 54,50.00 7 Rp.

.0000 6br Dmplas Rp. %,50.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga

Oh Pekerja (buruh tak trampil) Rp. 49,500.00 7 Rp.

0.0'00 Oh Tuka!g +at Rp. 0,000.00 7 Rp.

0.0&'0 Oh epala tuka!g +at Rp. $5,000.00 7 Rp.

0.005 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

5.3 *.12 T$$

Bahan

0.%500 6tr Teer ara!g Rp. 4,000.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga


0.00'0 Oh a!"r Rp. $%,&'0.00 7 Rp.


O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

5. *.1 P$ng$-atan t$);& au 81 (ap"s p(a)"94 1 (ap"s -at 'asa4 2 (ap"s -at p$nutup

Bahan

0.&000 g Plamir tembk kls biasa Rp. 5,000.00 7 Rp.

"asar 0.&000 g :at tembk kls me!e!gah Rp. ,$0.00 7 Rp.

pe!utup 0.'00 g :at tembk kls me!e!gah Rp. ,$0.00 7 Rp.

Ju)(ah 8I9 7 Rp.

T$naga


0.0'%0 Oh Tuka!g +at Rp. 0,000.00 7 Rp.

0.00'% Oh epala tuka!g +at Rp. $5,000.00 7 Rp.

0.005 Oh a!"r Rp. $%,&'0.00 7 Rp.

Ju)(ah 8II9 7 Rp.

Ju)(ah 8I9 % 8II9 7 Rp.

O=$h$a' 16> 7 Rp.

Ju)(ah T;ta( 7 Rp.

5.a K.*.,a an

. g a ! a!t umut p. , .

. g am r em s asa p. , .

. g at tem s t !gg p. , 4 .

. g at pe!utup a p. , 4 .

0.050 h Rll +at Rp. %0,000.00

0.00 6br Dmplas Rp. %,50.00u) a

$naga . 4 e er a uru ta tramp p. 4 , .. u a!g +at p. , .

. epa a tu a!g +at p. , .

. a! r p. , .u) au) a %=$ $aaga atuan

1 )2

1 )2

1 )2

1 )2 P$ng$-atan t$);& au E&st$";



5.# *.1#

Bahan


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et! plat list plak (tebal ' +m) &00 = &00 = ' 0.0' $ $ $ $ 0.%95 0.%95 0.%95 0.%95 &0.0 &0.0 &

et! plat "a+k (tebal & +m) &00 = &00 = & 0.& &0 &0 &0 &0 0.'& 0.'& 0.'& 0.'& &0.0 &0.0

et! plat "a+k (tebal & +m) %00 = 00 = & 0. &0 &0 &0 &0 0.'& 0.'& 0.'& 0.'& &5.0 &5.0

et! plat "a+k (tebal &0 +m) &00 = &00 = &0 0.&0 &0 &0 &0 &0 0.'& 0.'& 0.'& 0.'& &0.0 &5.0

et! plat "a+k (tebal 0 +m) &00 = &00 = 0 0.0 & & & & 0.$$$ 0.$$$ 0.$$$ 0.$$$ &0.0 &0.0

et! plat "a+k (tebal 5 +m) &00 = &00 = 5 0.5 & & & & 0.$$$ 0.$$$ 0.$$$ 0.$$$ &0.0 &0.0

et! plat ta!gga (tebal &5 +m) &00 = &00 = &5 0.&5 &' &0 &' &0 &.59 0.'& &.59 0.'& &0.0 &0.0

et! plat "a+k (tebal $ +m) '00 = 500 = $ .40 $ $ $ $ 0.%95 0.%95 0.%95 0.%95 0.0 &5.0 '



Ju)(ah tu( L Ju)(ah tu( 7 B$at Tu(. L B$at Tu(. 7 K$utuhan

P;&;& Bag" P;&;& Bag" P;&;& Bag" P;&;& Bag" Tu(angan B$t;n B$g"st"ng P$an-ah

(H) (H) (H) (H) () () () () ()/% (%) (%) ()

&& && && && %9.&$$ &.494 %9.&$$ $.0'0 213.10#3 6.0,2 6.1333 .

9 9 9 9 '.05& &5.&$$ '.05& 5.'95 22#.2*3 6.0,13 6.1333 .

$ $ $ $ &$.$ &&.5' &$.$ 4.%4& 23,.*#3# 6.0*0, 6.1333 .

$ $ ' $ &$.$ &&.5' &&.%5' %.0% 2*0.16*2 6.0*#, 6.1333 .

&4 &4 && &4 '.0& %4.% %9.&$$ &0.50% 223.2, 6.0,1# 6.1333 .

&4 &4 &% &4 '.0& %4.% 5.& &&.'9' 260.*60 6.0,33 6.1333 .$ $ ' $ &$.$ &&.5' &.'9 %.$%0 2*6.1 6.0** 6.1333 .

509 4% 4.%4 4.9& 4.%4 %.5 21.633 6.0*2 6.#666 1*.***,

%' %& '.$5 '.&4 '.$5 5.0$$ 26*.**, 6.0,3, 6.2#66 .3333

95 %4 9 4 '.5 4.0&& 5.905 &9.49 133.1, 6.036 6.2#66 .3333

%' %$ &5 '.$5 '.&4 4.9 %.54 212.621, 6.0,36 6.3666 16.6666

9 9.0 .'%5 9.0 .% 1,2.#16* 6.0,6 6.1#66 #.6666

%& 9.0 .'%5 9.0 .% 13.66# 6.02 6.1266 .6666

&9 4 &.%'9 '.&4 &.%'9 5.0$$ 36*.## 6.0*16 6.2666 *.***,

%04 $ 5 $ '&.5$0 '9.90 $0.9 '0.'9 113.,33 6.0## 6.3,#6 12.#666



DAFTAR ANALISA HARGA

I. PEKERJAAN PERSIAPAN

1.4.1 1 m1 Pengukuran dan pemasangan bu!p"ank 1.4 #N$A

N% &RAIAN K%EF. SAT&AN HARGA

SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Kayu Balok Kelas III 0.012 m3 4,000,000.00 48,000.00

2 Paku 0.020 kg 22,200.00 444.003 Papan / Bouplang Kelas III 0.007 m3 2,500,000.00 17,500.00

II Tenaga

4 Pekerja 0.100 oh 55,000.00 5,500.00

5 ukang kayu 0.100 oh 71,500.00 7,150.00

! Kp. ukang Kayu 0.010 oh "#/$ "#/$

7 %an&or 0.005 oh 83,1!0.00 415.80

J&'LAH #N$A

1.* 1 m( Pembuaan Kanr semenara/ dengan "ana0 p"eseran 1.* #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

1 'olken ( 8 ) 10 / 4 m 1.250 *+g 15,000.00 18,750.00


3 Paku 7 ) 12 m 0.850 kg 18,800.00 15,-80.00

4 Bes pla+ s+rp Po+ong/or 1.100 kg 15,000.00 1!,500.00

5 P 50 Kg 35.000 kg 1,300.00 45,500.00

! Pasr pasang 0.150 m3 135,000.00 20,250.00

7 Pasr *e+on 0.100 m3 15,000.00 1,500.00

8 Kerkl unga ) oyal+ 0.150 m3 3!4,000.00 54,!00.00

- Ba+a %erah Kelas I 30.000 *h !50.00 1-,500.00

10 eng Pla+ B 20 !0 m 0.250 l*r 30,000.00 7,500.0011 Kerangka 6 'aun #ako 5 mm 2.000 *h 87,000.00 174,000.00

12 Kaa Polos 3 mm 0.080 m2 88,000.00 7,040.00

13 Kun ku&a er*ang 2 lag 0.150 *h 78,000.00 11,700.00

14 rpleks 120 / 240 / 3 mm 0.0!0 kg !1,500.00 3,!-0.00

15 Pekerja 2.000 oh 55,000.00 110,000.00

1! ukang kayu 2.000 oh 71,500.00 143,000.00

17 ukang Ba+u 1.000 oh "#/$ "#/$

18 Kp. ukang 0.300 oh "#/$ "#/$

1- %an&or 0.050 oh 83,1!0.00 4,158.00

J&'LAH #N$A



1 m( Pembuaan gudang semen dan a"a a"a 21.+ #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 'olken ( 8 ) 10 / 4 m 1.700 *+g 15,000.00 25,500.00


3 Paku 7 ) 12 m 0.300 kg 18,800.00 5,!40.004 P 50 Kg 10.500 kg 1,300.00 13,!50.00

5 Pasr *e+on 0.030 m3 15,000.00 450.00

! Kerkl unga ) oyal+ 0.050 m3 3!4,000.00 18,200.00

7 eng elom*ang B 30 1.500 l*r !5,000.00 -7,500.00

II Tenaga

8 Pekerja 1.000 oh 55,000.00 55,000.00

- ukang kayu 2.000 oh 71,500.00 143,000.00

10 Kp. ukang 0.200 oh "#/$ "#/$

11 %an&or 0.050 oh 83,1!0.00 4,158.00

J&'LAH #N$A

1.3 1 m( Pembuaan ruma- aga $ knsruks0 ka5u 1.3 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 'olken ( 8 ) 10 / 4 m 3.000 *+g 15,000.00 45,000.00

2 Kayu Balok Kelas III 0.27! m3 4,000,000.00 1,104,000.00

3 Paku 7 ) 12 m 0.700 kg 18,800.00 13,1!0.00

4 eng elom*ang B 30 1.500 l*r !5,000.00 -7,500.00

II Tenaga

5 Pekerja 1.000 oh 55,000.00 55,000.00

! ukang kayu 1.500 oh 71,500.00 107,250.00

7 Kp. ukang 0.150 oh "#/$ "#/$8 %an&or 0.050 oh 83,1!0.00 4,158.00

J&'LAH #N$A

1 m) ,ngkaran ben beru"ang 1.) )64/)33.(7


SAT&AN J&'LAH

1 ( ) 4 * +

I Tenaga

1 Pekerja !.!!7 oh 55,000.00 3!!,!85.00

2 %an&or 0.333 oh 83,1!0.00 27,!-2.28

J&'LAH )64/)33.(7

1 m) ,ngkaran d0nd0ng embk baa mera- 1.4 )+6/4(6.(7


SAT&AN J&'LAH

1 ( ) 4 * +

I Tenaga

1 Pekerja !.!!7 oh 55,000.00 3!!,!85.00

2 %an&or 0.033 oh 83,1!0.00 2,744.28

J&'LAH )+6/4(6.(7

(. PEKERJAAN TANAH

1 m) Ga"0an ana- b0asa keda"aman kurang 1 m (.1 (*/)(+.48




SAT&AN J&'LAH

1 ( ) 4 * +

I Tenaga

1 Pekerja 0.400 oh 55,000.00 22,000.00

2 %an&or 0.040 oh 83,1!0.00 3,32!.40

J&'LAH (*/)(+.48

(.( 1 m) Ga"0an ana- b0asa keda"aman kurang ( m (.( ))/(*4.)(

N% &RAIAN K%EF. SAT&AN HARGASAT&AN J&'LAH

1 ( ) 4 * +

I Tenaga

1 Pekerja 0.52! oh 55,000.00 28,-30.00

2 %an&or 0.052 oh 83,1!0.00 4,324.32

J&'LAH ))/(*4.)(

(.) 1 m) Ga"0an ana- b0asa keda"aman kurang ) m (.) 4+/46*.+7


SAT&AN J&'LAH

1 ( ) 4 * +

I Tenaga

1 Pekerja 0.735 oh 55,000.00 40,425.00

2 %an&or 0.073 oh 83,1!0.00 !,070.!8

J&'LAH 4+/46*.+7

(.4 1 m) Ga"0an ana- keras seda"am 1 m (.4 )6/*)8.6(


SAT&AN J&'LAH

1 ( ) 4 * +

I Tenaga1 Pekerja 0.!25 oh 55,000.00 34,375.00

2 %an&or 0.0!2 oh 83,1!0.00 5,155.-2

J&'LAH )6/*)8.6(

(.*. 1 m) Ga"0an ana- 9adas seda"am 1 m ,* 36/14*.88


SAT&AN J&'LAH

1 ( ) 4 * +

I Tenaga

1 Pekerja 1.250 oh 55,000.00 !8,750.00

2 %an&or 0.125 oh 83,1!0.00 10,3-5.00

J&'LAH 36/14*.88



(.+. 1 m) Ga"0an ana- "umpur seda"am 1 m (.+ *(/874.1(


SAT&AN J&'LAH

1 ( ) 4 * +

I Tenaga

1 Pekerja 0.823 oh 55,000.00 45,2!5.00

2 %an&or 0.082 oh 83,1!0.00 !,81-.12

J&'LAH *(/874.1(

(.3. 1 m( Pekeraan sr0pp0ng se0ngg0 1 m (.3 )/1+*.78


SAT&AN J&'LAH

1 ( ) 4 * +

I Tenaga

1 Pekerja 0.050 oh 55,000.00 2,750.00

2 %an&or 0.005 oh 83,1!0.00 415.80

J&'LAH )/1+*.78

(.7. 1 m) Pembuangan ana- seau- 1*8 m (.7 )(/*)7.88


SAT&AN J&'LAH

1 ( ) 4 * +

I Tenaga

1 Pekerja 0.51! oh 55,000.00 28,380.00

2 %an&or 0.050 oh 83,1!0.00 4,158.00

)(/*)7.88

(.6. 1 m) &rugan kemba"0 (.6 1(/148.84


SAT&AN J&'LAH

1 ( ) 4 * +

I Tenaga1 Pekerja 0.1-2 oh 55,000.00 10,5!0.00

2 %an&or 0.01- oh 83,1!0.00 1,580.04

J&'LAH 1(/148.84

(.18. 1 m) Pemadaan ana- (.1 )1/+*7.88


SAT&AN J&'LAH

1 ( ) 4 * +

I Tenaga

1 Pekerja 0.500 oh 55,000.00 27,500.00

2 %an&or 0.050 oh 83,1!0.00 4,158.00

J&'LAH )1/+*7.88

(.11. 1 m) &rugan pas0r (.11 1+1/))1.+8


SAT&AN J&'LAH

1 ( ) 4 * +

I Tenaga

1 Pasr urug 1.200 m3 120,000.00 144,000.00

2 Pekerja 0.300 oh 55,000.00 1!,500.00

3 %an&or 0.010 oh 83,1!0.00 831.!0

J&'LAH 1+1/))1.+8



(.1(. 1 m) Lap0san pude" 9am. 1kp : )ps : 3" (.1( #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Pasr urug 0.330 m3 120,000.00 3-,!00.00

2 Kapur ampng / a*ur 0.10- m3 1,500.00 1!3.50

3 m*unan Plhan / anah a+ 0.7!3 m3 125,000.00 -5,375.00

II Tenaga

4 Pekerja 0.833 oh 55,000.00 45,815.005 ukang Ba+u 0.41! oh "#/$ "#/$

! Kepala ukang Ba+u 0.040 oh 77,000.00 3,080.00

7 %an&or 0.083 oh 83,1!0.00 !,-02.28

J&'LAH #N$A

(.1*. 1 m) &rugan Tana- (.1* 1(6/7(6.88


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 anah rug 1.200 m3 -5,000.00 114,000.00

II Tenaga

2 Pekerja 0.250 oh 55,000.00 13,750.00

3 %an&or 0.025 oh 83,1!0.00 2,07-.00

J&'LAH 1(6/7(6.88

(.1+. 1 m( Pembuaan a"an semenara/ eba" (* 9m (.1+ 1)8/4++.88


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Ba+u Peah 5/7 m 0.275 m3 20!,000.00 5!,!50.002 Ba+u Kerkl 0.030 m3 150,000.00 4,500.00

3 Pasr rug 0.050 m3 120,000.00 !,000.00

II Tenaga

4 Pekerja 1.000 oh 55,000.00 55,000.00

5 %an&or 0.100 oh 83,1!0.00 8,31!.00

J&'LAH 1)8/4++.88

(.13. 1 m(1 '( Pasang Pa;0ng ,"k < + 9m (.13 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Pa9ng Blok ype seg ! + : 8 m Pres 25.000 m3 2,400.00 !0,000.00

2 Pasr Pasang 0.080 m3 135,000.00 10,800.00

II Tenaga

1 Pekerja 0.0!0 oh 55,000.00 3,300.00

2 ukang Ba+u 0.003 oh "#/$ "#/$

3 Kepala ukang Ba+u 0.200 oh 77,000.00 15,400.00

4 %an&or 0.050 oh 83,1!0.00 4,158.00

J&'LAH #N$A



(.17. 1 m(1 '( Pasang Pa;0ng ,"k < + 9m (.17 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Pa9ng Blok ype Ba+a : 8 m Pres %e 25.000 m3 2,000.00 50,000.00

2 Pasr Pasang 0.080 m3 135,000.00 10,800.00

II Tenaga

1 Pekerja 0.0!0 oh 55,000.00 3,300.00

2 ukang Ba+u 0.003 oh "#/$ "#/$3 Kepala ukang Ba+u 0.200 oh 77,000.00 15,400.00

4 %an&or 0.050 oh 83,1!0.00 4,158.00

J&'LAH #N$A

). PEKERJAAN P%NDASI

).1. 1 m) Pas. bau ksng ).1 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Ba+u 1.200 m3 150,000.00 180,000.00

2 Pasr urug 0.300 m3 120,000.00 3!,000.00

II Tenaga

1 Pekerja 0.780 oh 55,000.00 42,-00.00

2 ukang Ba+u 0.3-0 oh "#/$ "#/$

3 Kepala ukang Ba+u 0.03- oh 77,000.00 3,003.00

4 %an&or 0.03- oh 83,1!0.00 3,243.24

J&'LAH #N$A

).(. 1 m) Pas. bau ka"0 1 P= : 1 Ps. ).( #N$A


SAT&AN J&'LAH

1 ( ) 4 * +I ,a-an

1 Ba+u Belah 15/20, 10/15 m 1.100 m3 150,000.00 1!5,000.00

2 P 50 Kg 3-2.000 kg 1,300.00 50-,!00.00

3 Pasr pasang 0.314 m3 135,000.00 42,3-0.00

II Tenaga

1 Pekerja 1.500 oh 55,000.00 82,500.00

2 ukang Ba+u 0.!00 oh "#/$ "#/$

3 Kepala ukang Ba+u 0.0!0 oh 77,000.00 4,!20.00

4 %an&or 0.075 oh 83,1!0.00 !,237.00

J&'LAH #N$A



).). 1 m) Pas. bau ka"0 1 P= : ( Ps. ).) #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Ba+u Belah 15/20, 10/15 m 1.100 m3 150,000.00 1!5,000.00

2 P 50 Kg 2-2.000 kg 1,300.00 37-,!00.00

3 Pasr pasang 0.427 m3 135,000.00 57,!45.00

II Tenaga

1 Pekerja 1.500 oh 55,000.00 82,500.002 ukang Ba+u 0.!00 oh "#/$ "#/$


4 %an&or 0.075 oh 83,1!0.00 !,237.00

J&'LAH #N$A

).4. 1 m) Pas. bau ka"0 1 P= : (/* Ps. ).4 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Ba+u Belah 15/20, 10/15 m 1.100 m3 150,000.00 1!5,000.00

2 P 50 Kg 2!7.000 ;ak 1,300.00 347,100.00

3 Pasr pasang 0.314 m3 135,000.00 42,3-0.00

II Tenaga

1 Pekerja 1.500 oh 55,000.00 82,500.00

2 ukang Ba+u 0.!00 oh "#/$ "#/$


4 %an&or 0.075 oh 83,1!0.00 !,237.00

J&'LAH #N$A

).*. 1 m) Pas. bau ka"0 1 P= : ) Ps. ).* #N$A


SAT&AN J&'LAH1 ( ) 4 * +

I ,a-an

1 Ba+u 1.100 m3 150,000.00 1!5,000.00

2 P 50 Kg 202.000 ;ak 1,300.00 2!2,!00.00

3 Pasr pasang 0.485 m3 135,000.00 !5,475.00

II Tenaga

1 Pekerja 1.500 oh 55,000.00 82,500.00

2 ukang Ba+u 0.!00 oh "#/$ "#/$


4 %an&or 0.075 oh 83,1!0.00 !,237.00

J&'LAH #N$A

).+. 1 m) Pas. bau ka"0 1 P= : 4 Ps. ).+ #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Ba+u Belah 15/20, 10/15 m 1.100 m3 150,000.00 1!5,000.00

2 P 50 Kg 1!3.000 kg 1,300.00 211,-00.00

3 Pasr pasang 0.520 m3 135,000.00 70,200.00

II Tenaga

4 Pekerja 1.500 oh 55,000.00 82,500.00

5 ukang Ba+u 0.!00 oh "#/$ "#/$

! Kepala ukang Ba+u 0.0!0 oh 77,000.00 4,!20.00

7 %an&or 0.075 oh 83,1!0.00 !,237.00

J&'LAH #N$A

).3. 1 m) Pas. bau ka"0 1 P= : * Ps. ).3 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an



1 Ba+u Belah 15/20, 10/15 m 1.100 m3 150,000.00 1!5,000.00

2 P 50 Kg 13!.000 kg 1,300.00 17!,800.00

3 Pasr pasang 0.544 m3 135,000.00 73,440.00

II Tenaga

4 Pekerja 1.500 oh 55,000.00 82,500.00

5 ukang Ba+u 0.!00 oh "#/$ "#/$


7 %an&or 0.075 oh 83,1!0.00 !,237.00

J&'LAH #N$A

).7. 1 m) Pas. bau ka"0 1 P= : + Ps. ).7 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Ba+u Belah 15/20, 10/15 m 1.100 m3 150,000.00 1!5,000.00

2 P 50 Kg 117.000 kg 1,300.00 152,100.00

3 Pasr pasang 0.5!1 m3 135,000.00 75,735.00

II Tenaga

1 Pekerja 1.500 oh 55,000.00 82,500.00

2 ukang Ba+u 0.!00 oh "#/$ "#/$


4 %an&or 0.075 oh 83,1!0.00 !,237.00

J&'LAH #N$A

).6. 1 m) Pas. bau ka"0 1 P= : 7 Ps. ).6 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Ba+u Belah 15/20, 10/15 m 1.100 m3 150,000.00 1!5,000.00

2 P 50 Kg -1.000 kg 1,300.00 118,300.00

3 Pasr pasang 0.5!1 m3 135,000.00 75,735.00

II Tenaga



7 %an&or 0.075 oh 83,1!0.00 !,237.00

J&'LAH #N$A

).18. 1 m) Pas. bau ka"0 1 Kp : 1 Sm : 1 Ps. ).1 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Ba+u Belah 15/20, 10/15 m 1.100 m3 150,000.00 1!5,000.00

2 Kapur pasang 0.22- kg 2!5,000.00 !0,!85.00

3 P 50 Kg 0.22- m3 1,300.00 2-7.70

4 Pasr pasang 0.544 m3 135,000.00 73,440.00

II Tenaga

1 Pekerja 1.500 oh 55,000.00 82,500.00

2 ukang Ba+u 0.!00 oh "#/$ "#/$


4 %an&or 0.075 oh 83,1!0.00 !,237.00

J&'LAH #N$A



).11. 1 m) Pas. bau ka"0 1 Kp : 1 Sm : ( Ps. ).11 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Ba+u Belah 15/20, 10/15 m 1.100 m3 150,000.00 1!5,000.00

2 Kapur pasang 0.170 kg 2!5,000.00 45,050.00

3 P 50 Kg 0.170 kg 1,300.00 221.00

4 Pasr pasang 0.340 m3 135,000.00 45,-00.00

II Tenaga



4 %an&or 0.075 oh 83,1!0.00 !,237.00

J&'LAH #N$A

).1(. 1 m) Pas. bau ka"0 1 P9 : 1$( Kp : 4 Ps. ).1( #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Ba+u Belah 15/20, 10/15 m 1.100 m3 150,000.00 1!5,000.00

2 P 50 Kg 15!.000 kg 1,300.00 202,800.00

3 Kapur pasang 0.032 kg 2!5,000.00 8,480.00

4 Pasr pasang 0.584 m3 135,000.00 78,840.00

II Tenaga

5 Pekerja 1.500 oh 55,000.00 82,500.00

! ukang Ba+u 0.!00 oh "#/$ "#/$


8 %an&or 0.075 oh 83,1!0.00 !,237.00

J&'LAH #N$A

4. PEKERJAAN DINDING

4.1. 1 m( Pas. baa mera- eba" 1 baa/ 1 P= : 1 Ps. 4.1 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Ba+a %erah Kelas I 140.000 *h !50.00 -1,000.00

2 P 50 Kg !4.030 kg 1,300.00 83,23-.00

3 Pasr pasang 0.05- m3 135,000.00 7,-!5.00

II Tenaga

4 Pekerja 0.!50 oh 55,000.00 35,750.00

5 ukang Ba+u 0.200 oh "#/$ "#/$


7 %an&or 0.030 oh 83,1!0.00 2,4-4.80

J&'LAH #N$A

4.(. 1 m( Pas. baa mera- eba" 1 baa/ 1 P= : ( Ps. 4.( #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Ba+a %erah Kelas I 140.000 *h !50.00 -1,000.00

2 P 50 Kg 43.500 kg 1,300.00 5!,550.003 Pasr pasang 0.080 m3 135,000.00 10,800.00

II Tenaga

4 Pekerja 0.!50 oh 55,000.00 35,750.00

5 ukang Ba+u 0.200 oh "#/$ "#/$


7 %an&or 0.030 oh 83,1!0.00 2,4-4.80



#N$A



4.). 1 m( Pas. baa mera- eba" 1 baa/ 1 P= : ) Ps. 4.) #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Ba+a %erah Kelas I 140.000 *h !50.00 -1,000.00

2 P 50 Kg 32.-50 kg 1,300.00 42,835.00

3 Pasr pasang 0.0-1 m3 135,000.00 12,285.00

II Tenaga4 Pekerja 0.!50 oh 55,000.00 35,750.00

5 ukang Ba+u 0.200 oh "#/$ "#/$


7 %an&or 0.030 oh 83,1!0.00 2,4-4.80

J&'LAH #N$A

4.4. 1 m( Pas. baa mera- eba" 1 baa/ 1 P= : 4 Ps. 4.4 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Ba+a %erah Kelas I 140.000 *h !50.00 -1,000.00

2 P 50 Kg 2!.550 kg 1,300.00 34,515.00

3 Pasr pasang 0.0-3 m3 135,000.00 12,555.00

II Tenaga

1 Pekerja 0.!50 oh 55,000.00 35,750.00

2 ukang Ba+u 0.200 oh "#/$ "#/$


4 %an&or 0.030 oh 83,1!0.00 2,4-4.80

J&'LAH #N$A

4.*. 1 m( Pas. baa mera- eba" 1 baa/ 1 P= : * Ps. 4.* #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Ba+a %erah Kelas I 140.000 *h !50.00 -1,000.00

2 P 50 Kg 22.200 kg 1,300.00 28,8!0.00

3 Pasr pasang 0.102 m3 135,000.00 13,770.00

II Tenaga

1 Pekerja 0.!50 oh 55,000.00 35,750.00

2 ukang Ba+u 0.200 oh "#/$ "#/$


4 %an&or 0.030 oh 83,1!0.00 2,4-4.80

J&'LAH #N$A



4.+. 1 m( Pas. baa mera- eba" 1 baa/ 1 P= : + Ps. 4.+ #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Ba+a %erah Kelas I 140.000 *h !50.00 -1,000.00

2 P 50 Kg 22.200 kg 1,300.00 28,8!0.00

3 Pasr pasang 0.05- m3 135,000.00 7,-!5.00

II Tenaga4 Pekerja 0.!50 oh 55,000.00 35,750.00

5 ukang Ba+u 0.200 oh "#/$ "#/$


7 %an&or 0.030 oh 83,1!0.00 2,4-4.80

J&'LAH #N$A

4.3. 1 m( Pas. baa mera- eba" 1 baa/ 1 P= : ) Kp : 18 Ps. 4.3 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Ba+a %erah Kelas I 140.000 *h !50.00 -1,000.00

2 P 50 Kg 10.080 kg 1,300.00 13,104.00

3 Pasr pasang 0.0-3 m3 135,000.00 12,487.50

4 Kapur pasang 0.028 m3 2!5,000.00 7,287.50

II Tenaga

1 Pekerja 0.!50 oh 55,000.00 35,750.00

2 ukang Ba+u 0.200 oh "#/$ "#/$


4 %an&or 0.030 oh 83,1!0.00 2,4-4.80

J&'LAH #N$A

4.7. 1 m( Pas. baa mera- eba" 1$( baa/ 1 P= : 1 Ps. 4.7 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Ba+a %erah Kelas I 70.000 *h !50.00 45,500.00

2 P 50 Kg 27.800 kg 1,300.00 3!,140.00

3 Pasr pasang 0.028 m3 135,000.00 3,780.00

II Tenaga

1 Pekerja 0.320 oh 55,000.00 17,!00.00

2 ukang Ba+u 0.100 oh "#/$ "#/$

3 Kepala ukang Ba+u 0.010 oh 77,000.00 770.00

4 %an&or 0.015 oh 83,1!0.00 1,247.40

J&'LAH #N$A

4.6. 1 m( Pas. baa mera- eba" 1$( baa/ 1 P= : ( Ps. 4.6 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +



I ,a-an

1 Ba+a %erah Kelas I 70.000 *h !50.00 45,500.00

2 P 50 Kg 18.-50 kg 1,300.00 24,!35.00

3 Pasr pasang 0.038 m3 135,000.00 5,130.00

II Tenaga

1 Pekerja 0.320 oh 55,000.00 17,!00.00

2 ukang Ba+u 0.100 oh "#/$ "#/$


4 %an&or 0.015 oh 83,1!0.00 1,247.40

J&'LAH #N$A

4.18. 1 m( Pas. baa mera- eba" 1$( baa/ 1 P= : ) Ps. 4.1 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Ba+a %erah Kelas I 70.000 *h !50.00 45,500.00

2 P 50 Kg 14.370 kg 1,300.00 18,!81.00

3 Pasr pasang 0.040 m3 135,000.00 5,400.00

II Tenaga

1 Pekerja 0.320 oh 55,000.00 17,!00.00

2 ukang Ba+u 0.100 oh "#/$ "#/$


4 %an&or 0.015 oh 83,1!0.00 1,247.40

J&'LAH #N$A



SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Ba+a %erah Kelas I 70.000 *h !50.00 45,500.00

2 P 50 Kg 11.500 kg 1,300.00 14,-50.003 Pasr pasang 0.043 m3 135,000.00 5,805.00

II Tenaga

1 Pekerja 0.320 oh 55,000.00 17,!00.00

2 ukang Ba+u 0.100 oh "#/$ "#/$


4 %an&or 0.015 oh 83,1!0.00 1,247.40

J&'LAH #N$A

4.1(. 1 m( Pas. baa mera- eba" 1$( baa/ 1 P= : * Ps. 4.1( #N$A


1 ( ) 4 * +

I ,a-an

1 Ba+a %erah Kelas I 70.000 *h !50.00 45,500.00

2 P 50 Kg -.!80 kg 1,300.00 12,584.00

3 Pasr pasang 0.045 m3 135,000.00 !,075.00

II Tenaga

4 Pekerja 0.320 oh 55,000.00 17,!00.00



5 ukang Ba+u 0.100 oh "#/$ "#/$

! Kepala ukang Ba+u 0.010 oh 77,000.00 770.00

7 %an&or 0.015 oh 83,1!0.00 1,247.40

J&'LAH #N$A

4.1). 1 m( Pas. baa mera- eba" 1$( baa/ 1 P= : + Ps. 4.1) #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an1 Ba+a %erah Kelas I 70.000 *h !50.00 45,500.00

2 P 50 Kg 8.320 kg 1,300.00 10,81!.00

3 Pasr pasang 0.04- m3 135,000.00 !,!15.00

II Tenaga

4 Pekerja 0.320 oh 55,000.00 17,!00.00

5 ukang Ba+u 0.100 oh "#/$ "#/$


7 %an&or 0.015 oh 83,1!0.00 1,247.40

J&'LAH #N$A



SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Ba+a %erah Kelas I 70.000 *h !50.00 45,500.00

2 P 50 Kg !.500 kg 1,300.00 8,450.00

3 Pasr pasang 0.050 m3 135,000.00 !,750.00

II Tenaga

1 Pekerja 0.320 oh 55,000.00 17,!00.00

2 ukang Ba+u 0.100 oh "#/$ "#/$


4 %an&or 0.015 oh 83,1!0.00 1,247.40

J&'LAH #N$A

4.(*. 1 m( Pas. d0nd0ng rser $ era!ang > 1( ? 11 ? (4 @ 9m 4.(* #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 os+er Be+on 3!.0000 *h 5,000.00 180,000.00

2 P 50 Kg 12.8000 kg 1,300.00 1!,!40.00

3 Pasr pasang 0.0350 m3 135,000.00 4,725.00II Tenaga

4 Pekerja 0.3000 oh 55,000.00 1!,500.00

5 ukang Ba+u 0.1000 oh "#/$ "#/$


7 %an&or 0.0150 oh 83,1!0.00 1,247.40

#N$A



*. PEKERJAAN PLESTERAN

*.1. 1 m( P"eseran =amp. 1 P= : 1 Ps. > 1* mm @ *.1 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 P 50 Kg 12.-200 kg 1,300.00 1!,7-!.00

2 Pasr pasang 0.0130 m3 135,000.00 1,755.00

II Tenaga

3 Pekerja 0.2000 oh 55,000.00 11,000.004 ukang Ba+u 0.1500 oh "#/$ "#/$


! %an&or 0.0100 oh 83,1!0.00 831.!0

J&'LAH #N$A

*.). 1 m( P"eseran =amp. 1 P= : ) Ps. > 1* mm @ *.) #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 P 50 Kg !.4800 kg 1,300.00 8,424.00

2 Pasr pasang 0.01-0 m3 135,000.00 2,5!5.00

II Tenaga

1 Pekerja 0.2000 oh 55,000.00 11,000.00

2 ukang Ba+u 0.1500 oh "#/$ "#/$


4 %an&or 0.0100 oh 83,1!0.00 831.!0

J&'LAH #N$A



*.4. 1 m( P"eseran =amp. 1 P= : 4 Ps. > 1* mm @ *.4 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 P 50 Kg 5.2000 kg 1,300.00 !,7!0.00

2 Pasr pasang 0.0200 m3 135,000.00 2,700.00

II Tenaga

1 Pekerja 0.2000 oh 55,000.00 11,000.00

2 ukang Ba+u 0.1500 oh "#/$ "#/$

3 Kepala ukang Ba+u 0.0150 oh 77,000.00 1,155.004 %an&or 0.0100 oh 83,1!0.00 831.!0

J&'LAH #N$A

*.*. 1 m( P"eseran =amp. 1 P= : * Ps. > 1* mm @ *.* #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 P 50 Kg 4.3200 kg 1,300.00 5,!1!.00

2 Pasr pasang 0.0220 m3 135,000.00 2,-70.00

II Tenaga

3 Pekerja 0.2000 oh 55,000.00 11,000.00

4 ukang Ba+u 0.1500 oh "#/$ "#/$


! %an&or 0.0100 oh 83,1!0.00 831.!0

J&'LAH #N$A

*.+. 1 m( P"eseran =amp. 1 P= : + Ps. > 1* mm @ *.+ #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 P 50 Kg 3.!800 kg 1,300.00 4,784.002 Pasr pasang 0.0230 m3 135,000.00 3,105.00

II Tenaga

1 Pekerja 0.2000 oh 55,000.00 11,000.00

2 ukang Ba+u 0.1500 oh "#/$ "#/$


4 %an&or 0.0100 oh 83,1!0.00 831.!0

J&'LAH #N$A

*.(6. 1 m( P"eseran ,en =amp. 1 P= : ( Ps. > 1* mm @ *.(6 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 P 50 Kg -.3000 kg 1,300.00 12,0-0.00

2 Pasr pasang 0.0180 m3 135,000.00 2,430.00

II Tenaga

1 Pekerja 0.2!00 oh 55,000.00 14,300.00

2 ukang Ba+u 0.2000 oh "#/$ "#/$


4 %an&or 0.0130 oh 83,1!0.00 1,081.08

J&'LAH #N$A

*.)8. 1 m( P"eseran ,en =amp. 1 P= : ) Ps. > 1* mm @ *.) #N$AN% &RAIAN K%EF. SAT&AN HARGA

SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 P 50 Kg 7.0700 kg 1,300.00 -,1-1.00

2 Pasr pasang 0.0210 m3 135,000.00 2,835.00

II Tenaga

1 Pekerja 0.2!00 oh 55,000.00 14,300.00



2 ukang Ba+u 0.2000 oh "#/$ "#/$


4 %an&or 0.0130 oh 83,1!0.00 1,081.08

J&'LAH #N$A



*.)1. 1 m( P"eseran Skn0ng =amp. 1 P= : ( Ps. *.)1 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 P 50 Kg 0.5000 kg 1,300.00 !50.00

2 Pasr pasang 0.0020 m3 135,000.00 270.00

II Tenaga


3 Kepala ukang Ba+u 0.0380 oh 77,000.00 2,-2!.00

4 %an&or 0.0020 oh 83,1!0.00 1!!.32

J&'LAH #N$A

*.)(. 1 m( 'embua A90aan *.)( #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 P 50 Kg 3.2500 kg 1,300.00 4,225.00

II Tenaga

1 Pekerja 0.2000 oh 55,000.00 11,000.00

2 ukang Ba+u 0.1000 oh "#/$ "#/$


4 %an&or 0.0100 oh 83,1!0.00 831.!0

J&'LAH #N$A

+. PEKERJAAN KA&

+.1. 1 m) Pasang Kusen P0nu dan Jende"a ka5u K"as I +.1 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Kayu Balok Kelas I 1.1000 m3 1!,000,000.00 17,!00,000.00II Tenaga

2 Pekerja !.0000 oh 55,000.00 330,000.00

3 ukang Kayu 20.0000 oh 71,500.00 1,430,000.00

4 Kp. ukang Kayu 2.0000 oh "#/$ "#/$

5 %an&or 0.3000 oh 83,1!0.00 24,-48.00

J&'LAH #N$A

+.(. 1 m) Pasang Kusen P0nu dan Jende"a ka5u K"as II +.( #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Kayu Balok Kelas II 1.2000 m3 12,000,000.00 14,400,000.00

II Tenaga

1 Pekerja !.0000 oh 55,000.00 330,000.00

2 ukang Kayu 18.0000 oh 71,500.00 1,287,000.00

3 Kp. ukang Kayu 2.0000 oh "#/$ "#/$

4 %an&or 0.3000 oh 83,1!0.00 24,-48.00

J&'LAH #N$A



+.*. 1 m( Pasang P0nu k"amp ka5u K"as I +.* #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Kayu Balok Kelas I 0.3500 m3 1!,000,000.00 5,!00,000.00

2 Paku 0.0500 kg 22,200.00 1,110.00

II Tenaga

3 Pekerja 0.3500 oh 55,000.00 1-,250.00

4 ukang Kayu 1.0500 oh 71,500.00 75,075.005 Kp. ukang Kayu 0.1050 oh "#/$ "#/$

! %an&or 0.0180 oh 83,1!0.00

J&'LAH #N$A

+.+. 1 m( Pasang P0nu k"amp ka5u K"as II +.+ #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Kayu Balok Kelas II 0.3!00 m3 12,000,000.00 4,320,000.00

2 Paku 0.0500 kg 22,200.00 1,110.00

II Tenaga

3 Pekerja 0.3500 oh 55,000.00 1-,250.00

4 ukang Kayu 1.0500 oh 71,500.00 75,075.00

5 Kp. ukang Kayu 0.1050 oh "#/$ "#/$

! %an&or 0.0180 oh 83,1!0.00

J&'LAH #N$A

+.3. 1 m( Pasang P0nu pan0" ka5u K"as I +.3 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an1 Kayu Balok Kelas I 0.0400 m3 1!,000,000.00 !40,000.00

II Tenaga

2 Pekerja 1.0000 oh 55,000.00 55,000.00

3 ukang Kayu 2.5000 oh 71,500.00 178,750.00

4 Kp. ukang Kayu 0.2500 oh "#/$ "#/$

5 %an&or 0.0500 oh 83,1!0.00 4,158.00

J&'LAH #N$A

+.7. 1 m( Pasang P0nu pan0" ka5u K"as II +.7 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Kayu Balok Kelas II 0.0400 m3 12,000,000.00 480,000.00

II Tenaga

1 Pekerja 1.0000 oh 55,000.00 55,000.00

2 ukang Kayu 2.5000 oh 71,500.00 178,750.00

3 Kp. ukang Kayu 0.2500 oh "#/$ "#/$

4 %an&or 0.0500 oh 83,1!0.00 4,158.00

J&'LAH #N$A



+.7. 1 m( Pasang P0nu pan0" ka5u K"as II B Crm0ka +.7. #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an


2 Paku 1 < 3 m 0.0300 kg 12,000.00 3!0.00

3 em Kayu / $ka $*on 0.8000 l+r 42,000.00 33,!00.00

4 =ormka >arna 120 / 240 0.5000 l*r 55,555.5! 27,777.78

II Tenaga5 Pekerja 1.0000 oh 55,000.00 55,000.00

! ukang Kayu 2.5000 oh 71,500.00 178,750.00

7 Kp. ukang Kayu 0.2500 oh "#/$ "#/$

8 %an&or 0.0500 oh 83,1!0.00 4,158.00

J&'LAH #N$A

+.6. 1 m( Pasang P0nu dan ende"a ka9a ka5u K"as I +.6 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Kayu Balok Kelas I 0.0350 m3 1!,000,000.00 5!0,000.00

II Tenaga

1 Pekerja 0.8000 oh 55,000.00 44,000.00

2 ukang Kayu 2.0000 oh 71,500.00 143,000.00

3 Kp. ukang Kayu 0.2000 oh "#/$ "#/$

4 %an&or 0.0400 oh 83,1!0.00 3,32!.40

J&'LAH #N$A

+.18. 1 m( Pasang P0nu dan ende"a ka9a ka5u K"as II +.1 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +I ,a-an


II Tenaga

1 Pekerja 0.8000 oh 55,000.00 44,000.00

2 ukang Kayu 2.0000 oh 71,500.00 143,000.00

3 Kp. ukang Kayu 0.2000 oh "#/$ "#/$

4 %an&or 0.0400 oh 83,1!0.00 3,32!.40

J&'LAH #N$A

+.1(. 1 m( Pasang P0nu dan ende"a a"us0 ka5u k"as I +.1( #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Kayu Balok Kelas I 0.0!40 m3 1!,000,000.00 1,024,000.00

II Tenaga

1 Pekerja 1.0000 oh 55,000.00 55,000.00

2 ukang kayu 3.0000 oh 71,500.00 214,500.00

3 Kp. ukang Kayu 0.3000 oh "#/$ "#/$

4 %an&or 0.3000 oh 83,1!0.00 24,-48.00

!7 J&'LAH #N$A



+.1).1 m( Pasang P0nu dan ende"a a"us0 ka5u k"as II +.1) #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Kayu Balok Kelas II 0.0!40 m3 12,000,000.00 7!8,000.00

II Tenaga

2 Pekerja 1.0000 oh 55,000.00 55,000.00

3 ukang kayu 3.0000 oh 71,500.00 214,500.004 Kp. ukang Kayu 0.3000 oh "#/$ "#/$

5 %an&or 0.5000 oh 83,1!0.00 41,580.00

J&'LAH #N$A

+.14.1 m( Pasang P0nu Teak!d rangkap/ rangka ka5u k"as I +.14 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an1 Kayu Balok Kelas I 0.01-! m3 1!,000,000.00 313,!00.002 Paku 1 < 3 m 0.0300 g 20,400.00 !12.003 em Kayu / $ka $*on 0.3000 +r 42,000.00 12,!00.004 e s?oo s -0/210/3 mm 1.0000 r 47,!1-.05 47,!1-.05

II Tenaga1 Pe erja 0.!000 o 55,000.00 33,000.002 u ang ayu 2.0000 o 71,500.00 143,000.003 Kp. ukang Kayu 0.2000 o "#/$ "#/$4 %an or 0.0300 o 83,1!0.00 2,4-4.80

J&'LAH #N$A

+.1*.1 m( Pasang P0nu eak!d rangkap/ rangka ka5u k"as II +.1* #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Kayu Balok Kelas II 0.01-! m3 12,000,000.00 235,200.00

2 Paku 1 < 3 m 0.0300 kg 20,400.00 !12.00

3 em Kayu / $ka $*on 0.3000 l+r 42,000.00 12,!00.004 eks?oo&s -0/210/3 mm 1.0000 l*r 47,!1-.05 47,!1-.05

II Tenaga

1 Pekerja 0.!000 oh 55,000.00 33,000.00

2 ukang kayu 2.0000 oh 71,500.00 143,000.00

3 Kp. ukang Kayu 0.2000 oh "#/$ "#/$

4 %an&or 0.0300 oh 83,1!0.00 2,4-4.80

J&'LAH #N$A

+.(8.1 m( Pasang P0nu eak!d dan Crm0ka/ rangka ka5u k"as I +.( #N$A


SAT&AN J&'LAH1 ( ) 4 * +

I ,a-an

1 Kayu Balok Kelas I 0.01-! m3 1!,000,000.00 313,!00.00

2 Paku 1 < 3 m 0.0300 kg 20,400.00 !12.00

3 em Kayu / $ka $*on 0.8000 l+r 42,000.00 33,!00.00

4 eks?oo&s -0/210/3 mm 1.0000 l*r 47,!1-.05 47,!1-.05

5 =ormka >arna 120 / 240 0.5000 l*r 55,555.5! 27,777.78

II Tenaga

1 Pekerja 0.8000 oh 55,000.00 44,000.00

2 ukang kayu 2.5000 oh 71,500.00 178,750.00

3 Kp. ukang Kayu 0.2500 oh "#/$ "#/$

4 %an&or 0.0400 oh 83,1!0.00 3,32!.40

J&'LAH #N$A

+.(*. 1 m) Pasang knsrus0 kuda kuda Ka5u k"as I +.(* #N$A


SAT&AN J&'LAH

1 ( ) 4 * +



I ,a-an

1 Kayu Balok Kelas I 1.1000 m3 1!,000,000.00 17,!00,000.00

2 Bes pla+ s+rp Po+ong/or 15.0000 kg 15,000.00 225,000.00

3 Paku 7 ) 12 m 0.8000 kg 18,800.00 15,040.00

II Tenaga

1 Pekerja 4.0000 oh 55,000.00 220,000.00

2 ukang kayu 12.0000 oh 71,500.00 858,000.00

3 Kp. ukang Kayu 1.2000 oh "#/$ "#/$

4 %an&or 0.2000 oh 83,1!0.00 1!,!32.00

J&'LAH #N$A

+.(+. 1 m) Pasang knsrus0 kuda kuda Ka5u K"as II +.(+ #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Kayu Balok Kelas II 1.1000 m3 12,000,000.00 13,200,000.00

2 Bes pla+ s+rp Po+ong/or 15.0000 kg 15,000.00 225,000.00

3 Paku 7 ) 12 m 0.8000 kg 18,800.00 15,040.00

II Tenaga

1 Pekerja 4.0000 oh 55,000.00 220,000.00

2 ukang kayu 12.0000 oh 71,500.00 858,000.00

3 Kp. ukang Kayu 1.2000 oh "#/$ "#/$

4 %an&or 0.2000 oh 83,1!0.00 1!,!32.00

J&'LAH #N$A

+.)1. 1 m( Pasang kas B reng geneng 'an0"0$Peaen Ke90" Ka5 +.)1 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Kayu Balok Kelas I 0.0140 m3 1!,000,000.00 224,000.00

2 Paku 7 ) 12 m 0.1500 kg 18,800.00 2,820.00


2 ukang kayu 0.1000 oh 71,500.00 7,150.00

3 Kp. ukang Kayu 0.0100 oh "#/$ "#/$

4 %an&or 0.0050 oh 83,1!0.00 415.80

J&'LAH #N$A



+.)(. 1 m( Pasang kas B reng geneng 'an0"0$Peaen Ke90" Ka5 +.)( #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Kayu Balok Kelas II 0.0140 m3 12,000,000.00 1!8,000.00

2 Paku 7 ) 12 m 0.1500 kg 18,800.00 2,820.00

II Tenaga

1 Pekerja 0.1000 oh 55,000.00 5,500.00

2 ukang kayu 0.1000 oh 71,500.00 7,150.00

3 Kp. ukang Kayu 0.0100 oh "#/$ "#/$4 %an&or 0.0050 oh 83,1!0.00 415.80

J&'LAH #N$A

+.)4. 1 m( Pasang kas B reng geneng 'an0"0$Peaen$Keram0k +.)( #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Kayu Balok Kelas I 0.01!5 m3 1!,000,000.00 2!4,000.00

2 Paku 7 ) 12 m 0.2000 kg 18,800.00 3,7!0.00

II Tenaga

1 Pekerja 0.1200 oh 55,000.00 !,!00.00

2 ukang kayu 0.1200 oh 71,500.00 8,580.00

3 Kp. ukang Kayu 0.0120 oh "#/$ "#/$

4 %an&or 0.00!0 oh 83,1!0.00 4-8.-!

J&'LAH #N$A

+.)*. 1 m( Pasang kas B reng geneng 'an0"0$Peaen$Keram0k +.)* #N$A


SAT&AN J&'LAH

1 ( ) 4 * +I ,a-an

1 Kayu Balok Kelas II 0.01!5 m3 12,000,000.00 1-8,000.00

2 Paku 7 ) 12 m 0.2000 kg 18,800.00 3,7!0.00

II Tenaga

3 Pekerja 0.1200 oh 55,000.00 !,!00.00

4 ukang kayu 0.1200 oh 71,500.00 8,580.00

5 Kp. ukang Kayu 0.0120 oh "#/$ "#/$

! %an&or 0.00!0 oh 83,1!0.00 4-8.-!

J&'LAH #N$A

+.)+. 1 m( Pasang rangka "ang0 "ang0 > 1.88 ? 1.88 @ m Ka5u K" +.)* #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Kayu Balok Kelas I 0.0120 m3 1!,000,000.00 1-2,000.00

2 Paku 7 ) 12 m 0.1000 kg 18,800.00 1,880.00

II Tenaga

1 Pekerja 0.1500 oh 55,000.00 8,250.00

2 ukang kayu 0.2500 oh 71,500.00 17,875.00

3 Kp. ukang Kayu 0.0250 oh "#/$ "#/$

4 %an&or 0.0750 oh 83,1!0.00 !,237.00

J&'LAH #N$A



+.)3. 1 m( Pasang rangka "ang0 "ang0 > 1.88 ? 1.88 @ m Ka5u K" +.)3 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an


2 Paku 7 ) 12 m 0.1000 kg 18,800.00 1,880.00

II Tenaga

3 Pekerja 0.1500 oh 55,000.00 8,250.00

4 ukang kayu 0.2500 oh 71,500.00 17,875.00

5 Kp. ukang Kayu 0.0250 oh "#/$ "#/$! %an&or 0.0750 oh 83,1!0.00 !,237.00

J&'LAH #N$A

+.4*. 1 m1 Pasang "0sp"ang ukuran > ) ? (8 @ 9m/ K"as I +.4* #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Kayu Balok Kelas I 0.0072 m3 "#/$ "#/$

2 Paku 7 ) 12 m 0.0500 kg "#/$ "#/$

II Tenaga

1 Pekerja 0.1000 oh "#/$ "#/$

2 ukang kayu 0.2000 oh "#/$ "#/$

3 Kp. ukang Kayu 0.0250 oh "#/$ "#/$

4 %an&or 0.0050 oh "#/$ "#/$

J&'LAH #N$A

+.43. 1 m1 Pasang "0sp"ang ukuran > ) ? )8 @ 9m/ K"as I +.43 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +I ,a-an

1 Kayu Balok Kelas I 0.0110 m3 "#/$ "#/$

2 Paku 7 ) 12 m 0.0500 kg "#/$ "#/$

II Tenaga

3 ukang kayu 0.1100 oh "#/$ "#/$

4 Kp. ukang Kayu 0.2200 oh "#/$ "#/$

! %an&or 0.0050 oh "#/$ "#/$

J&'LAH #N$A

+.46. 1 m1 Pasang "0sp"ang ukuran ( ? > ) ? (8 @ 9m/ Ka5u K"as II +.46 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an


2 Paku 7 ) 12 m 0.0!00 kg 18,800.00 1,128.00

II Tenaga

1 Pekerja 0.1500 oh 55,000.00 8,250.00

2 ukang kayu 0.2500 oh 71,500.00 17,875.00

3 Kp. ukang Kayu 0.0250 oh "#/$ "#/$

4 %an&or 0.0750 oh 83,1!0.00 !,237.00

J&'LAH #N$A



3. PEKERJAAN ,ET%N

3.1. 1 m) 'embua ben unbuk 1 P9 : ) Ps : * Kr" 3.1 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an1 P 50 Kg 218.0000 kg 1,300.00 283,400.00

2 Pasr *e+on 0.5200 m3 15,000.00 7,800.00

3 Ba+u Peah 2/3 m 0.8700 m3 270,400.00 235,248.00

II Tenaga

1 Pekerja 1.!500 oh 55,000.00 -0,750.00

2 ukang Ba+u 0.2500 oh "#/$ "#/$

3 Kp. ukang Kayu 0.0250 oh "#/$ "#/$

4 %an&or 0.0800 oh 83,1!0.00 !,!52.80

J&'LAH #N$A

3.(. 1 m) 'embua ben unbuk 1 P9 : ) Ps : * Kr" 3.( #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 P 50 Kg 1-7.0000 kg 1,300.00 25!,100.00

2 Pasr *e+on 0.4700 m3 15,000.00 7,050.00

3 Ba+u Peah 3/5 m 0.-400 m3 25-,000.00 243,4!0.00

II Tenaga

1 Pekerja 1.!500 oh 55,000.00 -0,750.00

2 ukang Ba+u 0.2500 oh "#/$ "#/$

3 Kp. ukang 0.0250 oh "#/$ "#/$

4 %an&or 0.0800 oh 83,1!0.00 !,!52.80

J&'LAH #N$A

3.*. 1 m) 'embua ben beru"ang 1 P9 : ( Ps : ) Kr" 3.* #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 P 50 Kg 232.0000 kg 1,300.00 301,!00.00

2 Pasr *e+on 0.5200 m3 15,000.00 7,800.00

3 Ba+u Peah 2/3 m 0.7800 m3 270,400.00 210,-12.00

II Tenaga

1 Pekerja 1.!500 oh 55,000.00 -0,750.00

2 ukang Ba+u 0.2500 oh "#/$ "#/$

3 Kepala ukang Ba+u 0.0250 oh 77,000.00 1,-25.00

4 %an&or 0.0800 oh 83,1!0.00 !,!52.80

J&'LAH #N$A

3/*.a #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 P 50 Kg 371.0000 kg 1,300.00 482,300.002 Pasr *e+on !-8.0000 kg 10.71 7,478.57

3 Ba+u Peah 2/3 m 1047.0000 kg 200.30 20-,710.22

II Tenaga

1 Pekerja 1.!500 oh 55,000.00 -0,750.00

2 ukang Ba+u 0.2750 oh "#/$ "#/$

3 Kepala ukang Ba+u 0.0280 oh 77,000.00 2,15!.00

4 %an&or 0.0830 oh 83,1!0.00 !,-02.28

1 ' 'E',&AT ,ET%N '&T&/ F= < 16/) 'PA >K.((*@/ SL&' >1(±(@ 9m/ !



J&'LAH #N$A



3.(*. 1 Kg Pembes0an dengan bes0 p"s aau bes0 u"0r 3.(* (1/*37.88


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Bes Be+on Polos 1.0500 kg 15,325.00 1!,0-1.25

2 Ka?a+ *e+on 0.0150 kg 23,000.00 345.00


2 ukang Bes 0.0070 oh 71,500.00 500.50

3 Kepala ukang Bes 0.0070 oh 77,3-!.00 541.77

4 %an&or 0.0030 oh 83,1!0.00 24-.48

J&'LAH (1/*37.88

3.(+. 1 m( Pen50raman ,en dan bngkaran bek0s0ng 3.(+ ((8/888.88


SAT&AN J&'LAH

1 ( ) 4 * +

3 Pekerja 4.0000 oh 55,000.00 220,000.00

J&'LAH ((8/888.88

3.(7. 1 m( Pasang bek0s0ng unuk pndas0 3.(7 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Kayu Balok Kelas III 0.0400 m3 4,000,000.00 1!0,000.00

2 Paku 0.3000 kg 22,200.00 !,!!0.00

3 %nyak *egs+ng ol *ekas 0.1000 l+r 500.00 50.00

II Tenaga1 Pekerja 0.3000 oh 55,000.00 1!,500.00

2 ukang kayu 0.2!00 oh 71,500.00 18,5-0.00

3 Kp. ukang Kayu 0.02!0 oh "#/$ "#/$

4 %an&or 0.0050 oh 83,1!0.00 415.80

J&'LAH #N$A

HARGA SEKALI PAK #N$A

3.(6. 1 m( Pasang bek0s0ng unuk s"C 3.(6 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an


2 Paku 0.3000 kg 22,200.00 !,!!0.00


II Tenaga

4 Pekerja 0.3000 oh 55,000.00 1!,500.00

5 ukang kayu 0.2!00 oh 71,500.00 18,5-0.00

! Kp. ukang Kayu 0.02!0 oh "#/$ "#/$

7 %an&or 0.0050 oh 83,1!0.00 415.80

J&'LAH #N$A




3.)8. 1 m( Pasang bek0s0ng unuk k"m 3.) #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Papan / Bages+ng Kelas III 0.0400 m3 2,500,000.00 100,000.00

2 Paku 0.4000 kg 22,200.00 8,880.00


4 Kayu Balok Kelas III 0.0150 m3 4,000,000.00 !0,000.00

5 'olken ( 8 ) 10 / 4 m 2.0000 *+g 15,000.00 30,000.00II Tenaga

! Pekerja 0.3000 oh 55,000.00 1!,500.00

7 ukang kayu 0.3300 oh 71,500.00 23,5-5.00

8 Kp. ukang Kayu 0.0330 oh "#/$ "#/$

- %an&or 0.00!0 oh 83,1!0.00 4-8.-!

J&'LAH #N$A


3.)1. 1 m( Pasang bek0s0ng unuk ba"k$R0ng ,a"k 3.)1 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Papan / Bages+ng Kelas III 0.0400 m3 2,500,000.00 100,000.00

2 Paku 0.4000 kg 22,200.00 8,880.00



5 'olken ( 8 ) 10 / 4 m 2.0000 *+g 15,000.00 30,000.00

II Tenaga

1 Pekerja 0.3200 oh 55,000.00 17,!00.00

2 ukang kayu 0.3300 oh 71,500.00 23,5-5.00

3 Kp. ukang Kayu 0.0330 oh "#/$ "#/$

4 %an&or 0.00!0 oh 83,1!0.00 4-8.-!

J&'LAH #N$AHARGA SEKALI PAK #N$A

3.)(. 1 m( Pasang bek0s0ng unuk "ana0 3.)( #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Kayu Balok Kelas III 0.0400 m3 4,000,000.00 1!0,000.00

2 Paku 0.4000 kg 22,200.00 8,880.00



5 'olken ( 8 ) 10 / 4 m !.0000 *+g 15,000.00 -0,000.00

II Tenaga

1 Pekerja 0.3200 oh 55,000.00 17,!00.00

2 ukang kayu 0.3300 oh 71,500.00 23,5-5.00

3 Kp. ukang Kayu 0.0330 oh "#/$ "#/$

4 %an&or 0.00!0 oh 83,1!0.00 4-8.-!

J&'LAH #N$A



3.)4. 1 m( Pasang bek0s0ng unuk angga 3.)4 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an


2 Paku 0.4000 kg 22,200.00 8,880.00



5 'olken ( 8 ) 10 / 4 m 2.0000 *+g 15,000.00 30,000.00II Tenaga

1 Pekerja 0.3200 oh 55,000.00 17,!00.00

2 ukang kayu 0.3300 oh 71,500.00 23,5-5.00

3 Kp. ukang Kayu 0.0330 oh "#/$ "#/$

4 %an&or 0.00!0 oh 83,1!0.00 4-8.-!

J&'LAH #N$A

3.)*. 1 m) Pekeraan Fp"a F1 < (88 ? 13* 3.)* #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

1 Be+on $nalsa 7.5.a 1.00 m3 "#/$ "#/$

2 Begs+ng $nalsa 7.28 0.1333 m2 "#/$ "#/$

3 Bes Be+on 230.8470 kg 21,578.00 4,-81,217.17

4 Penyraman &an Bongkar Beks+ng 1.00 %3 220,000.00 220,000.00

J&'LAH #N$A

3.)+. 1 m) Pekeraan Fp"a F( < 1*8 ? 1*8 3.)+.a #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

1 Be+on $nalsa 7.5.a 1.00 m3 "#/$ "#/$

2 Begs+ng $nalsa 7.28 0.1333 m2 "#/$ "#/$

3 Bes Be+on 234.5148 kg 21,578.00 5,0!0,3!0.44


J&'LAH #N$A

3.)+. 1 m) Pekeraan Fp"a F < 1(8 ? 1(*8 3.)+.b #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

1 Be+on $nalsa 7.5.a 1.00 m3 "#/$ "#/$

2 Begs+ng $nalsa 7.28 0.1333 m2 "#/$ "#/$

3 Bes Be+on 23!.5270 kg 21,578.00 5,103,780.-8


J&'LAH #N$A



3.)+. 1 m) Pekeraan Fp"a F) < 188 ? 188 3.)+.9 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

1 Be+on $nalsa 7.5.a 1.00 m3 "#/$ "#/$

2 Begs+ng $nalsa 7.28 0.1333 m2 "#/$ "#/$

3 Bes Be+on 24-.53!1 kg 21,578.00 5,384,4-1.52


J&'LAH #N$A

3.)+. 1 m) Pekeraan Fp"a F4 < 188 ? 78 3.)+.d #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

1 Be+on $nalsa 7.5.a 1.00 m3 "#/$ "#/$

2 Begs+ng $nalsa 7.28 0.1333 m2 "#/$ "#/$

3 Bes Be+on 273.43-3 kg 21,578.00 5,-00,273.07


J&'LAH #N$A

3.)+. 1 m) Pekeraan Fp"a F* < (88 ? 1*8B188*8 3.)+.e #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

1 Be+on $nalsa 7.5.a 1.00 m3 "#/$ "#/$

2 Begs+ng $nalsa 7.28 0.1333 m2 "#/$ "#/$

3 Bes Be+on 235.0188 kg 21,578.00 5,071,23!.03


J&'LAH #N$A

3.)+. 1 m) Pekeraan Fp"a F+ < 1*8 ? 1*8B1883* 3.)+.C #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

1 Be+on $nalsa 7.5.a 1.00 m3 "#/$ "#/$

2 Begs+ng $nalsa 7.28 0.1333 m2 "#/$ "#/$

3 Bes Be+on 282.5!15 kg 21,578.00 !,0-7,112.74


J&'LAH #N$A

3.)+. 1 m) Pekeraan Fp"a F3 < 1*8 ? 188B1883* 3.)+.g #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

1 Be+on $nalsa 7.5.a 1.00 m3 "#/$ "#/$

2 Begs+ng $nalsa 7.28 0.2!!7 m2 "#/$ "#/$

3 Bes Be+on 282.5!15 kg 21,578.00 !,0-7,112.74


J&'LAH #N$A

3.)3. 1 m) Pekeraan S"C S1 < (8 ? )8 3.)3 #N$A


SAT&AN J&'LAH



1 ( ) 4 * +

1 Be+on $nalsa 7.5.a 1.00 m3 "#/$ "#/$

2 Begs+ng $nalsa 7.2- 0.20 m2 "#/$ "#/$

3 Bes Be+on 227.51 kg 21,578.00 4,-0-,304.50


J&'LAH #N$A

3.)7. 1 m) Pekeraan S"C S( < 1* ? (8 3.)7 #N$AN% &RAIAN K%EF. SAT&AN HARGA

SAT&AN J&'LAH

1 ( ) 4 * +

1 Be+on $nalsa 7.5 1.00 m3 "#/$ "#/$

2 Begs+ng $nalsa 7.2- 0.40 m2 "#/$ "#/$

3 Bes Be+on 224.35 kg 21,578.00 4,841,127.!2


J&'LAH #N$A

3.)6. 1 m) Pekeraan K"m KL1 < )8 ? 4* 3.)6 #N$A


SAT&AN J&'LAH

1 Be+on $nalsa 7.5.a 1.00 m3 "#/$ "#/$

2 Begs+ng $nalsa 7.30 0.23 m2 "#/$ "#/$

3 Bes Be+on 235.-5 kg 21,578.00 5,0-1,280.37


"#/$

3.48. 1 m) Pekeraan K"m KL( < (* ? (* 3.4 #N$A


SAT&AN J&'LAH1 ( ) 4 * +

1 Be+on $nalsa 7.5.a 1.00 m3 "#/$ "#/$

2 Begs+ng $nalsa 7.30 0.40 m2 "#/$ "#/$

3 Bes Be+on 224.81 kg 21,578.00 4,851,035.-1


J&'LAH #N$A



3.41. 1 m) Pekeraan K"m KL) < 4* 3.41 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

1 Be+on $nalsa 7.5.a 1.00 m3 "#/$ "#/$

2 Begs+ng $nalsa 7.30 0.23 m2 "#/$ "#/$

3 Bes Be+on 238.34 kg 21,578.00 5,142,-5!.!8


J&'LAH #N$A

3.4(. 1 m) Pekeraan K"m KL4 < (* 3.4( #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

1 Be+on $nalsa 7.5.a 1.00 m3 "#/$ "#/$

2 Begs+ng $nalsa 7.30 0.40 m2 "#/$ "#/$

3 Bes Be+on 203.43 kg 21,578.00 4,38-,!23.87


J&'LAH #N$A

3.4). 1 m) Pekeraan K"m KL* < 1) ? )8 3.4) #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

1 Be+on $nalsa 7.5.a 1.00 m3 "#/$ "#/$

2 Begs+ng $nalsa 7.30 0.33 m2 "#/$ "#/$

3 Bes Be+on 244.33 kg 21,578.00 5,272,24!.2-


J&'LAH #N$A

3.44. 1 m) Pekeraan K"m KL+ < 1* ? 1* 3.44 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

1 Be+on $nalsa 7.5.a 1.00 m3 "#/$ "#/$

2 Begs+ng $nalsa 7.30 0.!7 m2 "#/$ "#/$

3 Bes Be+on 380.-- kg 21,578.00 8,221,003.33


J&'LAH #N$A

3.4*. 1 m) Pekeraan ,en K"m prak0s 11 ? 11 3.4* #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

1 Be+on $nalsa 7.5 1.00 m3 "#/$ "#/$

2 Begs+ng $nalsa 7.30 0.-1 m2 "#/$ "#/$

3 Bes Be+on 244.-8 kg 21,578.00 5,28!,134.88


J&'LAH #N$A



3.4). 1 m) Pekeraan ,en ,a"k < (* ? )8 3.4+.a #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

1 Be+on $nalsa 7.5.a 1.00 m3 "#/$ "#/$

2 Begs+ng $nalsa 7.31 0.17 m2 "#/$ "#/$

3 Bes Be+on 22-.-! kg 21,578.00 4,-!1,--5.73


J&'LAH #N$A

3.4). 1 m) Pekeraan ,en ,a"k < (* ? 48 3.4+.b #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

1 Be+on $nalsa 7.5.a 1.00 m3 "#/$ "#/$

2 Begs+ng $nalsa 7.31 0.13 m2 23,5-5.00 2,-4-.38

3 Bes Be+on 207.37 kg 21,578.00 4,474,!20.03


J&'LAH #N$A

3.43. 1 m) Pekeraan ,en ,a"k ,L( < (* ? *8 3.43 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

1 Be+on $nalsa 7.5.a 1.00 m3 "#/$ "#/$

2 Begs+ng $nalsa 7.31 0.10 m2 "#/$ "#/$

3 Bes Be+on 24-.42 kg 21,578.00 5,382,00-.24


J&'LAH #N$A

3.47. 1 m) Pekeraan ,en ,a"k < (8 ? )8 3.47.a #N$A


SAT&AN J&'LAH

1 Be+on $nalsa 7.5.a 1.00 m3 "#/$ "#/$

2 Begs+ng $nalsa 7.31 0.42 m2 "#/$ "#/$

3 Bes Be+on 25!.84 kg 21,578.00 5,542,201.20


J&'LAH #N$A

3.47. 1 m) Pekeraan ,en ,a"k < (8 ? 48 3.47.b #N$A


SAT&AN J&'LAH

1 Be+on $nalsa 7.5.a 1.00 m3 "#/$ "#/$

2 Begs+ng $nalsa 7.31 0.13 m2 "#/$ "#/$

3 Bes Be+on 207.37 kg 21,578.00 4,474,!20.03


J&'LAH #N$A

3.47. 1 m) Pekeraan ,en ,a"k < 1) ? )8 3.46.a #N$A


1 Be+on $nalsa 7.5.a 1.00 m3 "#/$ "#/$

2 Begs+ng $nalsa 7.31 0.17 m2 "#/$ "#/$

3 Bes Be+on 281.53 kg 21,578.00 !,074,881.57


J&'LAH #N$A



3.46. 1 m) Pekeraan ,en ,a"k < 1) ? (8 3.46.b #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

1 Be+on $nalsa 7.5 1.00 m3 "#/$ "#/$

2 Begs+ng $nalsa 7.31 0.40 m2 "#/$ "#/$

3 Bes Be+on 228.13 kg 21,578.00 4,-22,521.22


J&'LAH #N$A

3.46. 1 m) Pekeraan ,en ,a"k < 1* ? )8 3.46.9 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

1 Be+on $nalsa 7.5.a 1.00 m3 "#/$ "#/$

2 Begs+ng $nalsa 7.31 0.40 m2 "#/$ "#/$

3 Bes Be+on 242.22 kg 21,578.00 5,22!,!!-.22


J&'LAH #N$A

3.46. 1 m) Pekeraan ,en ,a"k < 1* ? (* 3.46.d #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

1 Be+on $nalsa 7.5.a 1.00 m3 "#/$ "#/$

2 Begs+ng $nalsa 7.31 0.1! m2 "#/$ "#/$

3 Bes Be+on 251.!2 kg 21,578.00 5,42-,503.75


J&'LAH #N$A

3.*8. 1 m) Pekeraan ,en ,en p"a "ana0 eba" 1( 9m 3.* #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

1 Be+on $nalsa 7.5.a 1.00 m3 "#/$ "#/$

2 Begs+ng $nalsa 7.32 0.25 m2 "#/$ "#/$

3 Bes Be+on 227.33 kg 21,578.00 4,-05,41!.78


J&'LAH #N$A

3.*1. 1 m) Pekeraan ,en ,en p"a "ana0 eba" 1* 9m 3.*1 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

1 Be+on $nalsa 7.5.a 1.00 m3 "#/$ "#/$

2 Begs+ng $nalsa 7.34 0.20 m2 "#/$ "#/$

3 Bes Be+on 321.78 kg 21,578.00 !,-43,30-.!0


J&'LAH #N$A



3.*8. 1 m) Pekeraan ,en ,en p"a "ana0 eba" 18 9m 3.*8.a #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

1 Be+on $nalsa 7.5.a 1.00 m3 "#/$ "#/$

2 Begs+ng $nalsa 7.32 0.30 m2 "#/$ "#/$

3 Bes Be+on 222.!2 kg 21,578.00 4,803,755.4-


J&'LAH #N$A

3.*(. 1 m) Pekeraan ,en p"a "e;e" eba" + 9m 3.*( #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

1 Be+on $nalsa 7.5 1.00 m3 "#/$ "#/$

2 Begs+ng $nalsa 7.32 0.50 m2 "#/$ "#/$

3 Bes Be+on 2-5.0- kg 21,578.00 !,3!7,3!!.30


J&'LAH #N$A

3.*). 1 m) Pekeraan ,en Laa0 1)$(8 3.*) #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

1 Be+on $nalsa 7.5 1.00 m3 "#/$ "#/$

2 Begs+ng $nalsa 7.33 0.40 m2 "#/$ "#/$

3 Bes Be+on 217.7! kg 21,578.00 4,!-8,770.2!


J&'LAH #N$A

3.*4. 1 m) Pekeraan ,en K"m (8$(8 3.*4 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

1 Be+on $nalsa 7.5.a 1.00 m3 "#/$ "#/$

2 Begs+ng $nalsa 7.30 0.40 m2 "#/$ "#/$

3 Bes Be+on 181.!7 kg 21,578.00 3,-20,001.-1


J&'LAH #N$A

3.**. 1 m) Pekeraan ,en ,a"k Knsu" 1*$(* 3.** #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

1 Be+on $nalsa 7.5.a 1.00 m3 "#/$ "#/$

2 Begs+ng $nalsa 7.33 0.1! m2 "#/$ "#/$

3 Bes Be+on 251.!2 kg 21,578.00 5,42-,503.75


J&'LAH #N$A



3.*+. 1 m) Pekeraan ,en ,a"k Knsu" (*$*8 3.*+ #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

1 Be+on $nalsa 7.5.a 1.00 m3 "#/$ "#/$

2 Begs+ng $nalsa 7.30 0.08 m2 "#/$ "#/$

3 Bes Be+on 24-.42 kg 21,578.00 5,382,00-.24


J&'LAH #N$A

7. PEKERJAAN PEN&T&P ATAP

7.1. 1 m( Pasang aap Geneng mea" 7.1 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 en+eng 'era*on& 1.0200 lem*ar 230,000.00 234,!00.00

2 Paku 0.2000 kg 22,200.00

II Tenaga

1 Pekerja 0.2000 oh 55,000.00 11,000.00

2 ukang kayu 0.1000 oh 71,500.00 7,150.00

3 Kp. ukang Kayu 0.0100 oh "#/$ "#/$

4 %an&or 0.0010 oh 83,1!0.00 83.1!

J&'LAH #N$A

7.(. 1 m( Pasang bubungan geneng mea" 7.( #N$A


SAT&AN J&'LAH

1 ( ) 4 * +I ,a-an

1 Bu*ungan en+eng 'era*on& 1.1000 *h -0,000.00 --,000.00

2 Paku 0.0500 kg 22,200.00 1,110.00

II Tenaga

1 Pekerja 0.2500 oh 55,000.00 13,750.00

2 ukang kayu 0.1500 oh 71,500.00 10,725.00

3 Kp. ukang Kayu 0.0150 oh "#/$ "#/$

4 %an&or 0.0130 oh 83,1!0.00 1,081.08

J&'LAH #N$A



7.). 1 m( Pasang aap Spandek 7.) 163/3+).3(


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 pan&ek 0.35 mm 1.1000 m2 !5,000.00 71,500.00

II Tenaga

4 Pekerja 2.0000 oh 55,000.00 110,000.00

5 ukang Bes 0.2000 oh 71,500.00 14,300.00

! Kepala ukang Bes 0.0200 oh 77,3-!.00 1,547.-2

7 %an&or 0.0050 oh 83,1!0.00 415.80III A"a

%esn Bor ps+ol 0.0010 un+ 1,000,000.00

s+rk !.0000 *h 4!0.00

s+rk 1.5000 K?h 4!0.00

J&'LAH 163/3+).3(

6. PEKERJAAN LANGIT LANGIT

6.(4. 1 m( Lang0 "ang0 =a"s0brd/ eba" ).* mm 6.4 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Kals*oar& 120@ 240 @ 3,5 mm 1.0000 m2 25,173.!1 25,173.!1

2 krup / Ples 2 m 0.1100 kg 13,-00.00 1,52-.00

II Tenaga

1 Pekerja 0.1000 oh 55,000.00 5,500.00

2 ukang kayu 0.0500 oh 71,500.00 3,575.00

3 Kp. ukang Kayu 0.0050 oh "#/$ "#/$

4 %an&or 0.0050 oh 83,1!0.00 415.80

J&'LAH #N$A

6.(*4. 1 m1 L0s p"aCnd G5psum 6.* #N$A


1 ( ) 4 * +

I ,a-an

1 s+ Plapon& ypsum kals*oar& 7 1.0000 m2 15,000.00 15,000.00

2 krup / Ples 2 m 0.0100 kg 13,-00.00 13-.00

II Tenaga

1 Pekerja 0.0500 oh 55,000.00 2,750.00

2 ukang kayu 0.0500 oh 71,500.00 3,575.00

3 Kp. ukang Kayu 0.0050 oh "#/$ "#/$

4 %an&or 0.0030 oh 83,1!0.00 24-.48

J&'LAH #N$A

18. PEKERJAAN SANITASI

18.1. 'emasang 1 bua- k"se duduk $ mnb"k 18.1 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Klose+ 'u&uk Keramk e+ara o+o 1.0000 *h 2,5!8,000.00 2,5!8,000.00

2 Perlengkapan ! A harga klose+ 0.0!00 *h 154,080.00 -,244.80

II Tenaga

1 Pekerja 3.3000 oh 55,000.00 181,500.00

2 ukang Ba+u 1.1000 oh "#/$ "#/$

3 Kepala ukang Ba+u 0.0010 oh 77,000.00 77.004 %an&or 0.1!00 oh 83,1!0.00 13,305.!0

J&'LAH #N$A



18.(. 'emasang 1 bua- k"se ngkk prse"0n 18.( #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Klose+ ongkok Porseln 1.0000 *h 1!8,000.00 1!8,000.00

2 P 50 Kg !.0000 kg 1,300.00 7,800.00

3 Pasr pasang 0.0100 m3 135,000.00 1,350.00

II Tenaga



4 %an&or 0.1!00 oh 83,1!0.00 13,305.!0

J&'LAH #N$A

18.). 'emasang 1 bua- k"se ngkk ras 18.) #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Klose+ jongkok +raso 1.0000 *h 71,700.00 71,700.00

2 Ba+a %erah Kelas I 7.0000 *h !50.00 4,550.00

3 P 50 Kg !.0000 kg 1,300.00 7,800.00

4 Pasr pasang 0.0100 m3 135,000.00 1,350.00

II Tenaga

1 Pekerja 1.0000 oh 55,000.00 55,000.00

2 ukang Ba+u 1.5000 oh "#/$ "#/$


4 %an&or 0.1100 oh 83,1!0.00 -,147.!0

J&'LAH #N$A

18.4. 'emasang 1 bua- r0n0r 18.4 #N$A


1 ( ) 4 * +

I ,a-an

1 arngan $r Bes 1.0000 *h !0,000.00 !0,000.00

2 Perlengkapan 30 A harga ornor 0.3000 *h 18,000.00 5,400.00

3 P 50 Kg !.0000 kg 1,300.00 7,800.00

4 Pasr pasang 0.0100 m3 135,000.00 1,350.00

II Tenaga

1 Pekerja 1.0000 oh 55,000.00 55,000.00

2 ukang Ba+u 1.0000 oh "#/$ "#/$


4 %an&or 0.1000 oh 83,1!0.00 8,31!.00

J&'LAH #N$A

18.*. 'emasang 1 bua- !asaCe" 18.* #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 >as+ael 1.0000 *h 1,!05,000.00 1,!05,000.00

2 Perlengkapan 12 A harga ?as+ael 0.1200 *h 1-2,!00.00 23,112.003 P 50 Kg !.0000 kg 1,300.00 7,800.00

4 Pasr pasang 0.0100 m3 135,000.00 1,350.00

II Tenaga

1 Pekerja 1.2000 oh 55,000.00 !!,000.00

2 ukang Ba+u 1.4500 oh "#/$ "#/$


4 %an&or 0.1000 oh 83,1!0.00 8,31!.00

J&'LAH #N$A



18.+. 'emasang 1 bua- bak mand0 eras ;"ume 8/)8 m). 18.+ #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Bak %an& raso 50 @ 50 1.0000 *h 32-,!00.00 32-,!00.002 P 50 Kg !.0000 kg 1,300.00 7,800.00

3 Pasr pasang 0.0100 m3 135,000.00 1,350.00

II Tenaga

1 Pekerja 2.1000 oh 55,000.00 115,500.00

2 ukang Ba+u 0.7500 oh "#/$ "#/$

3 Kepala ukang Ba+u 0.0700 oh 77,000.00 5,3-0.00

4 %an&or 0.1100 oh 83,1!0.00 -,147.!0

J&'LAH #N$A

18.3. 'emasang 1 bua- bak mand0 breg"ass ;"ume 8/)8 m). 18.3 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Bak =*erglas 0,50 %3 1.0000 *h 324,000.00 324,000.00

2 Perlengkapan 18 A harga *ak 0.1800 *h 58,320.00 10,4-7.!0

II Tenaga

1 Pekerja 1.8000 oh 55,000.00 --,000.00

2 ukang Ba+u 2.7000 oh "#/$ "#/$


4 %an&or 0.1100 oh 83,1!0.00 -,147.!0

J&'LAH #N$A

18.7. 'emasang 1 bua- bak mand0 baa mera- ;"ume 8/)8 m). 18.7 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Ba+a %erah Kelas I 0.4000 m3 !50.00 2!0.00

2 P 50 Kg 120.0000 kg 1,300.00 15!,000.00

3 Pasr pasang 0.3000 m3 135,000.00 40,500.00

5 emen >arna !.0000 kg 12,500.00 75,000.00

II Tenaga

1 Pekerja !.0000 oh 55,000.00 330,000.00

2 ukang Ba+u 3.0000 oh "#/$ "#/$


4 %an&or 0.3000 oh 83,1!0.00 24,-48.00

J&'LAH #N$A



18.11. 'emasang 1 bua- bak breg"ass ;"ume 1 m) a0r 18.11 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Bak =*erglas 0,50 %3 1.0000 *h 324,000.00 324,000.00

2 Perlengkapan 12 A harga *ak 0.1200 *h 38,880.00 4,!!5.!0

II Tenaga

1 Pekerja 3.0000 oh 55,000.00 1!5,000.00

2 ukang Ba+u 4.0000 oh "#/$ "#/$

3 Kepala ukang Ba+u 0.-000 oh 77,000.00 !-,300.004 %an&or 0.-000 oh 83,1!0.00 74,844.00

J&'LAH #N$A

18.1(. 'emasang 1 bua- bak 9u90 p0r0ng sa0n"es see" 18.1( #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Bak u +anless +ell 1.0000 *h 30!,000.00 30!,000.00

2 >a+er &ran 6 asesores 1.0000 se+ -0,000.00 -0,000.00

II Tenaga

3 Pekerja 0.0300 oh 55,000.00 1,!50.00

4 ukang Ba+u 0.3000 oh "#/$ "#/$


! %an&or 0.0015 oh 83,1!0.00 124.74

J&'LAH #N$A

18.1). 'emasang 1 bua- bak 9u90 p0r0ng ras 18.1) #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Bak u Prng raso 1.0000 *h 251,000.00 251,000.00

2 >a+er &ran 6 asesores 1.0000 se+ -0,000.00 -0,000.003 P 50 Kg 20.0000 kg 1,300.00 2!,000.00

4 Pasr pasang 0.0500 m3 135,000.00 !,750.00

II Tenaga

1 Pekerja 0.0500 oh 55,000.00 2,750.00

2 ukang Ba+u 0.5000 oh "#/$ "#/$


4 %an&or 0.0025 oh 83,1!0.00 207.-0

J&'LAH #N$A

18.14. 'emasang 1 m1 p0pa pen5a"ur a0r "0mba- en0s p0pa / d0am 18.14 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Ppa $> 3 C 1.0000 *h 118,000.00 118,000.00

2 P 50 Kg 0.!800 kg 1,300.00 884.00

3 Pasr pasang 0.0130 m3 135,000.00 1,755.00

4 Pasr urug 0.0110 m3 120,000.00 1,320.00

II Tenaga

1 Pekerja 0.0!00 oh 55,000.00 3,300.00

2 ukang Ba+u 0.0300 oh "#/$ "#/$


4 %an&or 0.0025 oh 83,1!0.00 207.-0

J&'LAH #N$A



18.1*. 'emasang 1 m1 p0pa pen5a"ur a0r "0mba- en0s p0pa A D 18.1* #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Ppa $> 4 C 1.0000 *h 124,-00.00 124,-00.00

2 P 50 Kg 0.8700 kg 1,300.00 1,131.00

3 Pasr pasang 0.0140 m3 135,000.00 1,8-0.00

4 Pasr urug 0.0140 m3 120,000.00 1,!80.00

II Tenaga

5 Pekerja 0.0800 oh 55,000.00 4,400.00! ukang Ba+u 0.0400 oh "#/$ "#/$


8 %an&or 0.0070 oh 83,1!0.00 582.12

J&'LAH #N$A

18.(3. 'emasang 1 m1 p0pa P= 5pe A d0ameer 8/* 18.(3 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Ppa $> 1/2 C 1.0000 m1 5,300.00 5,300.00

2 Perlengkapan 35 A harga ppa 0.3500 *h 1,855.00 !4-.25

II Tenaga

1 Pekerja 0.03!0 oh 55,000.00 1,-80.00

2 ukang Ba+u 0.0!00 oh "#/$ "#/$

3 Kepala ukang Ba+u 0.00!0 oh 77,000.00 4!2.00

4 %an&or 0.00180 oh 83,1!0.00 14-.!-

J&'LAH #N$A

18.(7. 'emasang 1 m1 p0pa P= 5pe A d0ameer )$4 18.(7 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Ppa $> 3/4 C 1.0000 m1 7,000.00 7,000.002 Perlengkapan 35 A harga ppa 0.3500 *h 2,450.00 857.50

II Tenaga

1 Pekerja 0.03!0 oh 55,000.00 1,-80.00

2 ukang Ba+u 0.0!00 oh "#/$ "#/$


4 %an&or 0.00180 oh 83,1!0.00 14-.!-

J&'LAH #N$A

18.(6. 'emasang 1 m1 p0pa P= 5pe A d0ameer 1 18.(6 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Ppa $> 1 C 1.2000 m1 10,800.00 12,-!0.00

2 Perlengkapan 35 A harga ppa 0.3500 *h 3,780.00 1,323.00

II Tenaga

1 Pekerja 0.03!0 oh 55,000.00 1,-80.00

2 ukang Ba+u 0.0!00 oh "#/$ "#/$


4 %an&or 0.00180 oh 83,1!0.00 14-.!-

J&'LAH #N$A

18.)*. 'emasang 1 bua- bak kran d0ameer 1$( aau )$4 18.)* #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Kran $r 1.0000 *h 18,000.00 18,000.00

2 eal +ape 0.0250 *h 3,000.00 75.00



II Tenaga

1 Pekerja 0.0100 oh 55,000.00 550.00

2 ukang Ba+u 0.1000 oh "#/$ "#/$


4 %an&or 0.00500 oh 83,1!0.00 415.80

J&'LAH #N$A



18.)+. 'emasang 1 bua- bak r dra0n 18.)+ #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 arngan $r Bes 1.0000 *h !0,000.00 !0,000.00

II Tenaga

1 Pekerja 0.0100 oh 55,000.00 550.00

2 ukang Ba+u 0.1000 oh "#/$ "#/$3 Kepala ukang Ba+u 0.0100 oh 77,000.00 770.00

4 %an&or 0.0050 oh 83,1!0.00 415.80

J&'LAH #N$A

18.)+.a.Sa"uran bu0s ben 1$( d0a )8 9m P < 1889m 18.)+.a #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Bus *e+on &ame+er 30 m P ) 100m 1.0000 *h 100,000.00 100,000.00

2 Ba+a %erah Kelas I 0.5500 *h !50.00 357.50

3 P 50 Kg 10.3000 kg 1,300.00 13,3-0.00

4 Pasr pasang 0.0!10 m3 135,000.00 8,235.00

5 Pasr urug 0.0!-0 m3 120,000.00 8,280.00

II Tenaga

! Pekerja 0.3800 oh 55,000.00 20,-00.00

7 ukang Ba+u 0.1-00 oh "#/$ "#/$

8 Kepala ukang Ba+u 0.01-0 oh 77,000.00 1,4!3.00

- %an&or 0.01-0 oh 83,1!0.00 1,580.04

J&'LAH #N$A

18.)+.b.'emasang 1 b- bak knr" pasanga baa uk 4* ? 4* @ * 18.)+.b #N$A


SAT&AN J&'LAH1 ( ) 4 * +

I ,a-an

1 Ba+a %erah Kelas I 157.8280 *h !50.00 102,588.20

2 P 50 Kg 77.0000 kg 1,300.00 100,100.00

3 Pasr pasang 0.1300 m3 135,000.00 17,550.00

4 Ba+u Peah 2/3 m 0.0200 m3 270,400.00 5,408.00

5 Bes Be+on Polos 2.!000 kg 15,325.00 3-,845.00

! Pasr Be+on 0.0-00 m3 15,000.00 1,350.00

II Tenaga

5 Pekerja 0.3800 oh 55,000.00 20,-00.00

! ukang Ba+u 0.1-00 oh "#/$ "#/$

7 Kepala ukang Ba+u 0.01-0 oh 77,000.00 1,4!3.008 %an&or 0.01-0 oh 83,1!0.00 1,580.04

J&'LAH #N$A

11. PEKERJAAN ,ESI DAN AL&'INI&'

11.1. 1 Kg Pasang rangka aap baa 11.1 ((/6(+.6*


SAT&AN J&'LAH

1 ( ) 4 * +

1 Bes ProDl 1.1000 kg 15,000.00 1!,500.00

2 %en *es 0.0800 kg 27,-00.00 2,232.00

3 ukang as 0.00!0 oh !0,000.00 3!0.00

4 Pekerja 0.0!00 oh 55,000.00 3,300.005 Kepala ukang as 0.00!0 oh 85,000.00 510.00

! %an&or 0.00030 oh 83,1!0.00 24.-5

J&'LAH ((/6(+.6*

11.+. 1 Kg Pabr09a0n baa Pr" 11.+.1 (*/**).7+


SAT&AN J&'LAH



1 ( ) 4 * +

I ,a-an

1 Bes ProDl 1.1500 Kg 15,000.00 17,250.00

II Tenaga

2 Pekerja 0.0!00 oh 55,000.00 3,300.00

3 ukang Bes 0.0!00 oh 71,500.00 4,2-0.00

4 Kepala ukang Bes 0.00!0 oh 77,3-!.00 4!4.38

5 %an&or 0.0030 oh 83,1!0.00 24-.48

J&'LAH (*/**).7+

11.+. ( Kg Pabr09a0n bes0 p"a 11.+.( (*/**).7+


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Bes pla+ s+rp Po+ong/or 1.1500 Kg 15,000.00 17,250.00

II Tenaga

2 Pekerja 0.0!00 oh 55,000.00 3,300.00

3 ukang Bes 0.0!00 oh 71,500.00 4,2-0.00

4 Kepala ukang Bes 0.00!0 oh 77,3-!.00 4!4.38

5 %an&or 0.0030 oh 83,1!0.00 24-.48

J&'LAH (*/**).7+

11.+. ) Kg Perak0an > Pen5ee"an dan ere90n @ 11.+.) (/8)4.)(


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 olar 0.1000 +r 4,500.00 450.00

2 %nyak Pelumas 0.0100 +r 27,000.00 270.00

II Tenaga

2 Pekerja 0.0100 oh 55,000.00 550.00

3 ukang Bes 0.010 oh 71,500.00 715.00

4 Kepala ukang Bes 0.00010 oh 77,3-!.00 7.745 %an&or 0.0005 oh 83,1!0.00 41.58

J&'LAH (/8)4.)(

11.+. 4 19m M'engerakan Rangka Las L0sr0k 11.+.4 +)7.11


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Ka?a+ as s+rk 0.0400 'os 23,500.00 -40.00

2 olar 0.0300 +r 4,500.00 135.00

3 %nyak Pelumas 0.0040 +r 27,000.00 108.00

II Tenaga

4 Pekerja 0.0040 oh 55,000.00 220.00

5 ukang Bes 0.002 oh 71,500.00 143.00

! Kepala ukang Bes 0.00020 oh 77,3-!.00 15.48

7 %an&or 0.0002 oh 83,1!0.00 1!.!3

J&'LAH +)7.11

11.1(. 1 m( Pasang ra"0 bes0 11.1( (7(/3(7.+*


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Bes s+rp 2 @ 3 11.5000 m1 12,500.00 143,750.00

2 ukang las 1.2000 oh !0,000.00 72,000.00

II Tenaga



3 Pekerja 1.2000 oh 55,000.00 !!,000.00

4 Kepala ukang Bes 0.0120 oh 77,3-!.00 -28.75

5 %an&or 0.000! oh 83,1!0.00 4-.-0

J&'LAH (7(/3(7.+*

11.17. 1 m1 Pasang a"ang daar/ seng ,JLS )8 18.17 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an1 eng Pla+ B 20 !0 m 0.5000 l*r 30,000.00 15,000.00

2 Paku 1 < 3 m 0.0150 kg 20,400.00 30!.00

3 Kayu Papan Kelas II 0.01-0 m3 12,500,000.00 237,500.00

4 %en Kayu / a+ 'asar 0.3000 kg 24,200.00 7,2!0.00

II Tenaga

1 Pekerja 0.0400 oh 55,000.00 2,200.00

2 ukang kayu 0.4000 oh 71,500.00 28,!00.00

3 Kp. ukang Kayu 0.0250 oh "#/$ "#/$

4 %an&or 0.0013 oh 83,1!0.00 103.-5

J&'LAH #N$A

1(. PEKERJAAN K&N=I DAN KA=A

1(.1. 1 ,ua- pasang kun90 anam 1(.1 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Kun pn+u menengah 1.0000 *h 104,400.00 104,400.00

II Tenaga

1 Pekerja 0.0!00 oh 55,000.00 3,300.00

2 ukang kayu 0.!000 oh 71,500.00 42,-00.00

3 Kp. ukang Kayu 0.0!00 oh "#/$ "#/$

4 %an&or 0.0030 oh 83,1!0.00 24-.48 J&'LAH #N$A



1(.1. 1 ,ua- pasang kun90 anam 1(.1.a #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Kun pn+u mu+u +ngg 1.0000 *h 382,!00.00 382,!00.00

II Tenaga

1 Pekerja 0.0!00 oh 55,000.00 3,300.00

2 ukang kayu 0.!000 oh 71,500.00 42,-00.00

3 Kp. ukang Kayu 0.0!00 oh "#/$ "#/$4 %an&or 0.0030 oh 83,1!0.00 24-.48

J&'LAH #N$A

1(.*. 1 ,ua- pasang Engse" P0nu 1(.* #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Engsel Klas I 3.0000 *h 13,!00.00 40,800.00

II Tenaga

2 Pekerja 0.0150 oh 55,000.00 825.00

3 ukang Kayu 0.1500 oh 71,500.00 10,725.00

4 Kp. ukang Kayu 0.0150 oh "#/$ "#/$

5 %an&or 0.00075 oh 83,1!0.00 !2.37

J&'LAH #N$A

1(.+. 1 ,ua- pasang Engse" Jende"a 1(.* #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Engsel en&ela Klas I 1.0000 *h -,100.00 -,100.00

II Tenaga2 Pekerja 0.0100 oh 55,000.00 550.00

3 ukang Kayu 0.1000 oh 71,500.00 7,150.00

4 Kp. ukang Kayu 0.0100 oh "#/$ "#/$

5 %an&or 0.00050 oh 83,1!0.00 41.58

J&'LAH #N$A

1(.+.a. 1 ,ua- pasang Grende" 1(.*.a #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 ren&el Besar 1.0000 *h 18,000.00 18,000.00

II Tenaga

2 Pekerja 0.0100 oh 55,000.00 550.00

3 ukang Kayu 0.1000 oh 71,500.00 7,150.00

4 Kp. ukang Kayu 0.0100 oh "#/$ "#/$

5 %an&or 0.00050 oh 83,1!0.00 41.58

J&'LAH #N$A



1(.3. 1 ,ua- pasang Hak Ang0n 1(.* #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Fak $ngn Besar 1.0000 *h 18,000.00 18,000.00

II Tenaga

2 Pekerja 0.0200 oh 55,000.00 1,100.00

3 ukang Kayu 0.2000 oh 71,500.00 14,300.00

4 Kp. ukang Kayu 0.0200 oh "#/$ "#/$5 %an&or 0.0100 oh 83,1!0.00 831.!0

J&'LAH #N$A

1(.1+. 1 '( pasang Ka9a Teba" ) mm 1(.1+ #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Kaa Polos 3 mm 1.1000 %2 88,000.00 -!,800.00

II Tenaga

1 Pekerja 0.0150 oh 55,000.00 825.00

2 ukang Kayu 0.1500 oh 71,500.00 10,725.00

3 Kp. ukang Kayu 0.0150 oh "#/$ "#/$

4 %an&or 0.00075 oh 83,1!0.00 !2.37

J&'LAH #N$A

1(.13. 1 '( pasang Ka9a Teba" * mm 1(.13 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Kaa Polos 5 mm 1.1000 %2 111,500.00 122,!50.00

II Tenaga1 Pekerja 0.0150 oh 55,000.00 825.00

2 ukang Kayu 0.1500 oh 71,500.00 10,725.00

3 Kp. ukang Kayu 0.0150 oh "#/$ "#/$

4 %an&or 0.00075 oh 83,1!0.00 !2.37

J&'LAH #N$A

1(.17. 1 '( pasang Ka9a Teba" 7 mm 1(.17 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Kaa Polos 5 mm 1.1000 %2 "#/$ "#/$

II Tenaga

2 Pekerja 0.01!5 oh "#/$ "#/$

3 ukang Kayu 0.1!50 oh "#/$ "#/$

4 Kp. ukang Kayu 0.01!5 oh "#/$ "#/$

5 %an&or 0.00080 oh "#/$ "#/$

J&'LAH #N$A



1(.16. 1 '( pasang Ka9a ,urang Teba" 1( mm 1(.16 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Kaa Buram e*al 12 mm 1.1000 %2 450,000.00 4-5,000.00

2 ealen+ 0.0500 Kg 25,000.00 1,250.00

II Tenaga

1 Pekerja 0.0250 oh "#/$ "#/$

2 ukang Kayu 0.2500 oh "#/$ "#/$3 Kp. ukang Kayu 0.0250 oh "#/$ "#/$

4 %an&or 0.00125 oh "#/$ "#/$

J&'LAH #N$A

1). PEKERJAAN PEN&T&P LANTAI DAN DINDING

1).1. 1 '( Pasang "ana0 Keram0k =u0ng 1).1 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Keramk u++ng 1.0000 m2 12-,500.00 12-,500.00

3 P 50 Kg 10.0000 kg 1,300.00 13,000.00

4 Pasr pasang 0.0450 m3 135,000.00 !,075.00

5 emen ?arna 1.5000 kg 12,500.00 18,750.00

II Tenaga

1 Pekerja 0.!200 oh 55,000.00 34,100.00

2 ukang Ba+u 0.3500 oh "#/$ "#/$

3 Kp. ukang 0.0350 oh "#/$ "#/$

4 %an&or 0.0300 oh 83,1!0.00 2,4-4.80

J&'LAH #N$A

1).1. 1 '( Pasang "ana0 Keram0k km $!9 K I '0C 1).1a #N$A


1 ( ) 4 * +

I ,a-an

1 Keramk 20/20 K> I %o+ 1.0000 m2 !5,000.00 !5,000.00

3 P 50 Kg 105.0000 kg 1,300.00 13!,500.00

4 Pasr pasang 0.0450 m3 135,000.00 !,075.00

5 emen ?arna 1.!200 kg 12,500.00 20,250.00

II Tenaga

1 Pekerja 0.!200 oh 55,000.00 34,100.00

2 ukang Ba+u 0.3500 oh "#/$ "#/$

3 Kp. ukang 0.0350 oh "#/$ "#/$

4 %an&or 0.0300 oh 83,1!0.00 2,4-4.80

J&'LAH #N$A



1).(. 1 '( Pasang "ana0 Keram0k K II '0C 1).( #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Keramk K> II %o+ 1.0000 m2 !!,!00.00 !!,!00.00

3 P 50 Kg 10.0000 kg 1,300.00 13,000.00

4 Pasr pasang 0.0450 m3 135,000.00 !,075.00

5 emen ?arna 1.5000 kg 12,500.00 18,750.00II Tenaga

1 Pekerja 0.!200 oh 55,000.00 34,100.00

2 ukang Ba+u 0.3500 oh "#/$ "#/$

3 Kp. ukang 0.0350 oh "#/$ "#/$

4 %an&or 0.0300 oh 83,1!0.00 2,4-4.80

J&'LAH #N$A

1).). 1 '( Pasang "ana0 Keram0k K I P"s 1).) #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Keramk K> I Polos 1.0000 m2 53,700.00 53,700.00

3 P 50 Kg 11.3800 kg 1,300.00 14,7-4.00

4 Pasr pasang 0.0420 m3 135,000.00 5,!70.00

5 emen ?arna 0.0400 kg 12,500.00 500.00

II Tenaga

1 Pekerja 0.!200 oh 55,000.00 34,100.00

2 ukang Ba+u 0.3500 oh "#/$ "#/$

3 Kp. ukang 0.0350 oh "#/$ "#/$

4 %an&or 0.0300 oh 83,1!0.00 2,4-4.80

J&'LAH #N$A

1).4. 1 '( Pasang "ana0 Keram0k K II P"s 1).4 #N$A


SAT&AN J&'LAH

1 ( ) 4 * +

I ,a-an

1 Keramk K> II Polos 1.0000 m2 48,300.00 48,300.00

3 P 50 Kg 11.3800 kg 1,300.00 14,7-4.00

4 Pasr pasang 0.0420 m3 135,000.00 5,!70.00

5 emen ?arna 0.0400 kg 12,500.00 500.00

II Tenaga

1 Pekerja 0.!200 oh 55,000.00 34,100.00

2 ukang Ba+u 0.3500 oh "#/$ "#/$

3 Kp. ukang 0.0350 oh "#/$ "#/$

4 %an&or 0.0300 oh 83,1!0.00 2,4-4.80

J&'LAH #N$A

1).+8. 1 '( Pasang d0nd0ng keram0k K I 1).+ #N$A


SAT&AN J&'LAH1 ( ) 4 * +

I ,a-an

1 Keramk K> I %o+ 1.0000 m2 78,700.00 78,700.00

3 P 50 Kg -.3000 kg 1,300.00 12,0-0.00

4 Pasr pasang 0.0180 m3 135,000.00 2,430.00

5 emen ?arna 1.-400 kg 12,500.00 24,250.00

II Tenaga

1 Pekerja 0.!000 oh 55,000.00 33,000.00

2 ukang Ba+u 0.4500 oh "#/$ "#/$



DAFTAR HARGA SAT&AN &PAH DAN ,AHAN

TAH&N (814

DaCar Harga Sauan &pa-

N. & r a 0 a n SauanHarga

Keerangan Sauan

1 Pekerja GF 55,000.002 Buruh +ak +erla+h GF 4-,500.003 %an&or GF 83,1!0.00

4 Kp. ukang Bes GF 78,045.005 % e k a n k GF )! Pem*an+u %ekank GF )7 ukang Bes GF 71,500.008 Kepala ukang Ba+u GF 77,000.00- ukang Kayu GF 71,500.0010 Kp. ukang GF 78,045.0011 ukang Bes GF 71,!!5.0012 Kepala ukang Bes GF 77,3-!.0013 ukang as GF !0,000.0014 Kepala ukang as GF 85,000.0015 ukang Pol+ur GF !0,000.00

1! ukang a+ GF 70,000.0017 Kepala ukang a+ GF 78,045.0018 ukang Ppa GF 70,000.001- Kepala ukang Ppa GF 78,045.00

+.). DaCar Harga Sauan ,a-an

+.).1. ,a-an Pasangan dan Tana-


Keerangan Sauan

1 Ba+u %3 150,000.002 Ba+u Kal Kepng / empel %3 1!1,000.003 Ba+u Kerkl %3 150,000.004 Kerkl unga ) oyal+ %3 3!4,000.005 Ba+u Peah 0,5 / 1 m %3 270,000.00! Ba+u Peah 1/2 m %3 270,000.007 Ba+u Peah 2/3 m %3 270,400.008 Ba+u Peah 3/5 m %3 25-,000.00- Ba+u Peah 5/7 m %3 20!,000.0010 Ba+u Belah 15/20, 10/15 m %3 150,000.0011 Ba+u $pung kg )

12 r+u %3 131,450.0013 r+u ) oyal+ %3 135,000.0014 Pasr rug %3 120,000.0015 Pasr Pasang %3 135,000.001! Pasr Be+on %3 15,000.0017 Ba+a %erah Kelas I Bh !50.0018 Ba+a %erah Kelas II Bh !00.00

1- Bh 2,400.00

20 Bh 2,000.0021 Kapur ampng / a*ur Kg 1,500.0022 Kapur Pasang %3 2!5,000.00

23 anah rug %3 -5,000.0024 m*unan Plhan / anah a+ %3 125,000.0024 P emen /;ak ;ak !5,000.0025 P 50 Kg kg 1,300.002! emen >arna Kg 12,500.00

Pa9ng Blok ype seg ! + : 8 m Pres%esnPa9ng Blok ype Ba+a : 8 m Pres%esn



27 e*alan umpu+ %2 20,000.00

+.).(. ,a-an Aap


Keerangan Sauan

1 rap Kalman+an *h 2,000.002 en+eng anah Kel *h 2,200.003 Bu*ungan en+eng anah *h 2,000.004 en+eng +anah e&ang *h 2,500.005 Bu*ungan en+eng anah e&ang *h 3,000.00! en+eng Be+on *h 5,000.007 Bu*ungan en+eng Be+on *h 5,!00.008 en+eng Ko&ok *h 2,500.00- Bu*ungan en+eng Ko&ok %H 3,200.0010 en+eng Pres Peja+en m2 2,000.0011 Bu*ungan en+eng Pres Peja+en %H 2,200.0012 en+eng 'era*on& lem*ar 230,000.00

13 Bu*ungan en+eng 'era*on& %H -0,000.0014 $s*es Pla+ 1,00 @ 1,00 m %2 14,000.0015 en+eng Kaa *h 13,!00.001! en+eng Keramk *h 15,000.0017 Bu*ungan en+eng Keramk *h 13,000.0018 I j u k Kg 20,000.001- $s*es elom*ang Kel l*r 35,500.0020 $s*es elom*ang Besar l*r 120,000.0021 Bu*ungan $s*es elom*ang Kel mH 30,500.0022 Bu*ungan $s*es elom*ang Besar mH !4,500.0023 eng elom*ang B 30 %2 !5,000.0024 eng elom*ang B 25 %2 58,000.00

25 eng elom*ang B 20 %2 48,000.002! eng Pla+ B 30 %2 !5,000.0027 eng Pla+ B 25 !0 % %2 45,000.0028 eng Pla+ B 25 30 % %2 35,000.002- eng Pla+ B 20 !0 m %2 30,000.0030 eng Pla+ B 20 30 m %2 25,000.0031 Penu+up $+ap rm&?k.40 %2 77,500.0032 Bu*ungan rm&?k.40 %1 74,140.0033 Penu+up $+ap rm&?k.35 %2 !5,000.0034 Bu*ungan rm&?k.35 %1 !0,000.0035 en+eng %an+l Kel %2 23,000.003! Bu*ungan en+eng %an+l Kel %1 25,000.00

37 en+eng %an+l e&ang *h 2,000.0038 Bu*ungan en+eng %an+l e&ang *h 2,500.003- en+eng %an+l Besar Buah 5-,200.0040 Bu*ungan en+eng %an+l Besar Buah 1-,800.0041 eng alang B 30 50 %1 18,480.0042 eng alang B 30 30 %1 -,240.0043 pan&ek 0.30 mm %2 54,000.0044 pan&ek 0.35 mm %2 !5,000.0045 pan&ek 0.40 mm %2 77,500.004! pan&ek 0.45 mm %1 !4,!25.00



+.).). ,a-an Ka5u


Keerangan Sauan

1 Kayu Balok Kelas I %3 1!,000,000.002 Kayu Balok Kelas II %3 12,000,000.003 Kayu Balok Kelas II / 'olken %3 12,000,000.004 Kayu Balok Kelas III %3 4,000,000.005 Kayu Papan Kelas I %3 1!,500,000.00! Kayu Papan Kelas II %3 12,500,000.007 Papan / Bages+ng Kelas III %3 2,500,000.008 Papan / Bouplang Kelas III %3 2,500,000.00- Kayu ls+ %H 15,000.0010 s+ proDl 3/3 %H 7,500.0011 s+ Kayu proDl 1/2 %H !,500.0012 Bam*u : 'a 12,5 m %H 3,333.3313 Bam*u : 'a 10 m %H 2,-1!.!714 Bam*u : 'a 7 m %H 2,500.00

15 Be&ek Kul+an %2 3!,500.001! Be&ek 1/2 kul+an %2 35,000.0017 Be&ek Basa %2 35,000.0018 Be&ek Pagar %2 30,000.001- 'olken ( 8 ) 10 / 4 m *+g 15,000.00

+.).4. ,a-an Lana0


Keerangan Sauan

1 u*ang $ngn Ba+a 10 @ 20 m *h 7,000.00

2 u*ang $ngn Ba+a 20 @ 20 m *h 7,500.00

3 u*ang $ngn Ba+a 30 @ 30 m *h -,000.004 u*ang $ngn Palmanan 20 @ 20 m *h 35,000.005 u*ang $ngn Palmanan 30 @ 30 m *h 50,000.00! egel $*u < a*u 20 / 20 %2 3!,300.007 egel >apel 20 / 20 %2 4!,400.008 egel >arna 20 / 20 %2 4!,000.00- egel >arna >apel 20/20 %2 51,000.0010 egel raso 30 / 30 %2 53,300.0011 Keramk 30 @ 30 %2 5!,000.0012 Porseln Polos %2 !3,000.0013 Keramk K> I %o+ %2 78,700.0014 Keramk K> II %o+ %2 !!,!00.00

15 Keramk K> I Polos %2 53,700.001! Keramk K> II Polos %2 48,300.0017 Keramk u++ng %2 12-,500.0018 %armer %2 270,700.001- Be+on ssr %2 !!,000.0020 Keramk 20/20 K> I %o+ %2 !5,000.001- Ba+ao 10 @ 20 @ 40 m *h 2,400.0020 Pa9ng Blok 3 Berlan %2 42,000.0021 Pa9ng Blok +ype *a+a %2 30,050.0022 Pau panng !0 @ 230 *h 500.00!0 os+er Bal %2 200,000.00!1 Ba+u an& 6 upah kerja / pasang *h 114,000.00

!2 Ba+u an& ars 6 ongkos pasang %2 1!!,000.00!3 Ba+u %arno %2 10-,000.00!4 os+er Be+on %2 5,000.00



+.).*. ,a-an ,es0


Keerangan Sauan

1 Bes Be+on lr Kg 18,000.002 Bes Be+on Polos Kg 15,325.003 Ka?a+ Be+on Kg 23,000.004 Ka?a+ Bronjong 3 mm Kg 2-,700.005 Ka?a+ Bronjong 4 mm Kg 2-,700.00

! Ka?a+ Ber&ur oll 117,700.007 Paku 1 < 3 m Kg 20,400.008 Paku 4 < ! m Kg 18,800.00- Paku 7 ) 12 m Kg 18,800.0010 Paku ahan Kara+ Kg 30,000.0011 Bau+ %our Buah 5,000.0012 $ngker 'ok Buah 4,200.0013 Paku Kg 22,200.0014 Paku $s*es Kg 18,500.0015 Paku um*a+ Kg 14,500.001! Paku eng Kg 27,000.0017 Ka?a+ Farmonka as F %2 33,000.00

18 krup / Ples 2 m K+k 13,-00.001- Beugel Kompl+ Kg 30,000.0020 Ka?a+ las Kg 30,000.0021 Bes pla+ Kg 15,000.0022 Bes pla+ s+rp Po+ong/or Kg 15,000.0023 Bes ProDl Kg 15,000.0024 Bes Folo? mH 20,000.0025 Bes Kunngan Kg 10,450.002! Bes Kunngan lr Pn+u $r e+ 450,000.0027 Kon+ra %ur J 12 mm Buah 3!,000.0028 Pla+ +rp Klem +alang 4 mm Buah 45,780.002- Bou+ %a+a Bor un+uk rm&ek Buah 1,000.00

30 lalume 75 F)en e*al 1.05 %1 8,-25.0031 lalume 75 F)en e*al 0.8 %2 8,200.0032 ngkalum 0,30 mm olor . 0,75% %1 !2,700.0033 ngkalum 0,35 mm olor . 0,75% %1 !!,000.0034 ngkalum 0,40 mm olor . 0,75% %1 78,000.0035 ngkalum 0,45 mm olor . 0,75% %1 85,000.003! #ok ngkalum :0,35 mm olor % -7,-00.0037 opspan 75 F)en e*al 0.! %3 7,875.0038 Bes ProDl Blak +eel Kg 27,500.003- Baja ngan e+ara K. 7000) %2 250,000.0040 Baja ngan e+ara K. 8000) %2 275,000.0041 Baja ngan e+ara K. 10000) %2 250,000.00

42 Baja ngan e+ara K. 12000) %2 312,500.0043 Baja ngan e+ara K. 4000)' %2 250,000.0044 Baja ngan e+ara K. !000)' %2 281,250.0045 Baja ngan e+ara K. !000)P %2 281,250.004! Baja ngan e+ara K. 8500)P %2 312,500.0047 Baja ngan e+ara K. 12500)P %2 343,750.0048 Klp)ok %EK 10)1! L >$= BF 550.004- EK 12)14 L 45 F BF 1,100.0050 P 10 ) 1! L 1! F BF -50.00



+.).+. ,a-an P"aCnd


Keerangan Sauan

1 eks?oo&s -0/210/3 mm %2 47,!1-.052 eks?oo&s 210/240/ 2 mm %2 2-,!87.503 rpleks 120 / 240 / 2 mm %2 55,500.004 rpleks 120 / 240 / 3 mm %2 !1,500.00

5 eak Blok 120/240 / ! mm %2 -2,500.00! eak Blok 120/240 / - mm %2 14!,500.007 eak Blok 120/240/12 mm %2 188,500.008 eak Blok 120/ 240/18 mm %2 2!2,500.00- em Kayu / $ka $*on Kg 42,000.0010 =ormka Polos 120 / 240 %2 55,555.5!11 =ormka >arna 120 / 240 %2 55,555.5!12 E+ern+ 100 @ 100 m %2 18,000.0013 Kals*oar& 120 @ 240 @ - mm %2 40,000.00 115,200.0014 Kals*oar& 120@ 240 @ ! mm %2 30,381.-4 87,500.0015 Kals*oar& 120@ 240 @ 3,5 mm %2 25,173.!1 72,500.001! s+ Plapon& ypsum kals*oar& 7 %H 15,000.00

+.).3. ,a-an Ka9a


Keerangan Sauan

1 Kaa Polos 3 mm %2 88,000.002 Kaa Polos 5 mm %2 111,500.003 Kaa Polos 8 mm %2 240,000.004 Kaa Polos 10 mm %2 330,000.005 Kaa Buram e*al 12 mm %2 450,000.00! Kaa *en 5 mm %2 142,000.007 Kaa *en 8 mm %2 240,000.008 Kerangka 6 'aun #ako 5 mm %2 87,000.00

+.).7. ,a-an =a


Keerangan Sauan

1 $ m p l a s em*ar 3,800.002 Plamr Kayu Kg 24,!00.003 'empul Kayu Kg 24,000.00

/l*r/l*r/l*r



4 es&u +er 15,200.005 %nyak a+ / $*+ner +er 10,-00.00! %en Kayu / a+ 'asar Kg 24,200.007 %en Bes Kg 27,-00.008 a+ Bes Kg 33,000.00- a+ Kayu %u+u %enengah Kg 51,400.0010 a+ Kayu %u+u ngg Kg !-,!00.0011 a+ em*ok %u+u ngg Kg -!,500.00

12 Plamr em*ok Kg -,200.0013 oll a+ Buah 42,000.0014 a+ E%G Kg 51,400.0015 a+ +em*ok Kg 17,000.001! eer arang ja& Kg !,500.0017 Pol+ur +er !0,000.0018 %nyak *eks+ng +er 10,000.001- Merns +er 30,500.0020 eper+us +er 12,000.0021 Kuas Buah -,!00.0022 a+ Falus Kg 113,850.0023 ner $ pesal +er 20,000.00

24 'empul Isamo Kg 23,450.0025 prayer Buah 175,800.002! a+ en+eng Kg 30,000.0027 $lkaln an+ lumu+ Kg !5,000.00

+.).18. ,a-an San0a0r


Keerangan Sauan

1 Klose+ ongkok raso Buah 71,700.002 Klose+ ongkok Porseln Buah 1!8,000.003 Klose+ 'u&uk Keramk e+ara o+o Buah 2,5!8,000.004 ep+k+ank 1 %3 Buah 4,000,000.005 ep+k+ank 2 %3 Buah 5,000,000.00! Bak %an& raso 50 @ 50 Buah 32-,!00.007 Bak %an& Porseln 50 @ 50 Buah 3!0,000.008 Bak %an& Plas+k 0,50 %3 Buah 374,000.00- Bak =*erglas 0,50 %3 %3 324,000.0010 Bak u Prng raso Buah 251,000.0011 Bak u +anless +ell Buah 30!,000.0012 Grnor Porseln Buah 1,872,000.0013 arngan $r Bes Buah !0,000.0014 arngan $r Plas+k Buah 1!,100.0015 Ppa $> 3 C mH 118,000.001! Ppa $> 4 C mH 124,-00.0017 Ppa $> 3/4 C mH 7,000.0018 Ppa $> 1/2 C mH 5,300.001- Ppa $> 1 C mH 10,800.0020 Ppa $> 2 C mH 80,300.0021 >as+ael Buah 1,!05,000.0022 Kran $r Buah 18,000.0023 eal +ape Buah 3,000.0024 >a+er &ran 6 asesores Buah -0,000.0025 eser9or ar rangka *aja 1 %3 Buah 2,-42,500.002! umur pompa +angan +erpasang Buah 1,380,000.0027 %eja &apur 0.!0 % @ 1.20 % Buah 4!0,000.0028 Bak %an& Plas+k aps Porseln Buah 3-2,500.002- Bak a* n+ 1,811,250.0030 >as+ael Kompl+ &engan ermn e+ !-,000.0031 Klose+ 'u&uk klas I n+ 2,070,000.00



32 Bus *e+on &ame+er 30 m P ) 100m *h 100,000.00

+.).11. ,a-an Lampu


Keerangan Sauan

1 +k ampu Pjar 6 Ins+alas Buah 251,000.002 +k ampu 6 In+alas Buah 251,000.003 +op on+ak Buah 1-0,000.004 akelar Buah 88,550.005 Bok ekerng a+u roup Buah 173,-37.50! Bok ekerng 'ua roup Buah 224,400.007 Bok ekerng ga roup Buah 320,100.008 K>F s+rk K?h 1,100,000.00- ampu 10 >a++ Buah 43,-00.0010 ampu 'o?n gh+ Buah 202,125.0011 ampu 20 >a++ Buah 135,000.0012 ampu Fas e+ 1,2--,375.0013 ampu anam 18 >a++ Buah !!,000.0014 ampu Kapal Buah 175,000.0015 aklar 'o*ell Buah 2!,000.001! aklar unggal Buah 21,000.0017 +op Kon+ak Buah 1-0,000.0018 ampu Pjar 25 Buah 10,000.00

+.).1(. ,a-an Kun90


Keerangan Sauan

1 Kun pn+u menengah Buah 104,400.002 Kun pn+u mu+u +ngg Buah 382,!00.00

3 Kun ku&a er*ang 2 lag Buah 78,000.004 Kun Nale 2 lag Buah 57,000.005 Kun oyal Buah 102,400.00! Kun lo+ Buah 5,000.007 Ka+ $ngn *h !,000.008 E@panole+ Pasang 54,000.00- Fak $ngn Besar +el 18,000.0010 Fak $ngn Kel +el 4,800.0011 ren&el Besar Pasang 18,000.0012 ren&el Kel Pasang 12,000.0013 Engsel #lon Pasang 12,000.0014 Engsel F Buah !,100.00

15 Kun pn+u 'o*el Fan&le6Bo&y Buah 480,700.001! Kun pn+u Fan&le6Bo&y Buah 240,350.0017 Engsel Klas I Buah 13,!00.0018 Engsel en&ela Klas I Buah -,100.001- ren&el Kel Buah -,300.0020 'oor +p Klas I Buah 45,000.0021 E@panole+ Klas I e+ 55,300.00



,.1) ,a-an La0n "a0n

1 $r l+r 200.00

2 em kayu kg 37,450.00

3 em kals*oar& kg 37,450.00

4 %nyak *egs+ng ol *ekas l+r 500.00

5 %esn Po+ong Pla+ un+ 7,000,000.00

! as G@e+lyn B+l 450,450.00

7 as G@gen B+l 150,150.00

8 %esn Bor un+ 4,200,000.00

- %a+a Bor Bh 113,000.0010 %esn Bor ps+ol un+ 1,000,000.0011 krup ma+a *aja Bh 1,000.0012 %esn ergaj un+ 4,200,000.0013 %a+a ergaj Bh 8!,800.0014 s+rk K?h 4!0.0015 $la+ *an+u e+ -5,000.001! %esn as Bh 32,450,000.0017 e?a mesn las jam 15,000.0018 olar l+r 4,500.001- %nyak Pelumas l+r 27,000.0020 Ka?a+ as s+rk 'os 23,500.0021 e?a ala+ perak+an ku&a)ku&a *aja am 15,000.00



REKAPIT&LASI REN=ANA ANGGARAN ,IA

PG$% : PENINGKATAN SARANA DAN PRASARANA APARAT&R

KEI$$# : PE',ANG&NAN GED&NG KANT%R

PEKE$$# : PE',ANG&NAN KANT%R DINAS DPPKAD

GK$I : KA,&PATEN L%',%K &TARA

$F# $#$$# : (814

N. &RAIAN PEKERJAAN J&

I PEKERJAAN PERSIAPAN

II PEKERJAAN TANAH DAN PASIR p

III PEKERJAAN PASANGAN

I PEKERJAAN ,ET%N

PEKERJAAN PLESTERAN LANTAI

I PEKERJAAN KA& $ PINT& JENDELA

II PEKERJAAN KAP

III PEKERJAAN ATAP $ PLAF%ND

I PEKERJAAN ,ESI $ ,AJA PENGGANT&NG

PEKERJAAN DINDING PARTISI

I PEKERJAAN PENGE=ATAN

II 'EKANIKAL ELEKTRIKAL

REAL =%STPPN 18 O

RETRI,&SI 1.8 O

J & ' L A H

PE',&LATAN

TERBILANG :

#N/A

%a+ar

PT

'.



REN=ANA ANGGARAN ,IAA





$F# $#$$# : (814

N. &RAIAN PEKERJAAN SAT %L&'E

N%'%R HARGA

NALISA SAT&AN

>Rp@

1 ( ) 4 * +


1 Pengukuran &an Pasang Bou?plank m1 4-.700 1.40 "#/$

2 Baya I%B m2 5!8.3-2 ls p 12,000.00

3 Pem*ershan area pekerjaan ls 284.1-! ls p 5,000.00S&, T%TAL> I@PEKERJAAN PERSIAPAN

II PEKERJAAN TANAH DAN PASIR

1 alan +anah Pon&as m3 !0-.0!4 2.20 p 33,254.32

2 %engurug kem*al m3 203.021 2.-0 p 12,140.04

3 rugan pasr *a?ah pon&as m3 128.822 2.11 p 1!1,331.!0

4 rugan anah pennggan lan+a &sram m3 !15.750 2.15 p 12-,82-.00

5 rugan anah kellng *angunan m3 !4.8!8 2.15 p 12-,82-.00

! Pema&a+an +anah m3 !80.!18 2.10 p 31,!58.00

S&, T%TAL >II@PEKERJAAN TANAH DAN PASIR


1 Pasangan Ba+u kosong m3 45.13- 3.10 "#/$2 Pasangan Pon&as *a+u kal 1O5 m3 2-4.71- 3.70 "#/$

3 Pasangan 'n&ng 1/2 *a+a 1O5 m2 1,245.7!0 4.12 "#/$

4 Pasangan +rasram 1O3 m2 382.148 4.10 "#/$

5 Pasangan ollag 1 O 3 m2 47.-80 4.30 "#/$

! Ba+u an& 6 upah kerja / pasang *h 2.000 ls p 114,000.00

7 Ba+u an& ars 6 ongkos pasang m2 1.300 ls p 1!!,000.00

S&, T%TAL >III@PEKERJAAN PASANGAN

I PEKERJAAN ,ET%N

1 Be+on or ra*a+ &*a?ah lan+a 1P O 3Ps O 5Kr m3 2.0!0 7.10 "#/$

2 Be+on or lan+a kerja 1 P O 2 Ps O 3 Kr m3 15.8-8 7.50 "#/$

3 Be+on oo+ pla+e 2.0 @ 1.75 m m3 2-.2-- 7.35 "#/$4 Be+on oo+ pla+e 1.5 @ 1.5 m m3 5.183 7.3!.a "#/$

5 Be+on oo+ pla+e 1. @ 1. m m3 2.3!3 7.3!. "#/$

! Be+on oo+ pla+e 1.0 @ 0 .8 m m3 1.34- 7.3!.& "#/$

7 Be+on sloop 15/20 m3 7.!81 7.38 "#/$

8 Be+on sloop 20/30 m3 33.722 7.37 "#/$

- Be+on Kolom 30/45 m3 21.730 7.3- "#/$

10 Be+on Kolom 25/25 m3 7.534 7.40 "#/$

11 Be+on kolom prak+s11/11 m3 4.382 7.45 "#/$

12 Be+on Kolom &a 25 m3 !.55! 7.42 "#/$

13 Be+on Kolom &a 45 m3 !.231 7.41 "#/$

14 Be+on kolom 13/30 m3 1.!38 7.43 "#/$15 Be+on rng *alk 20/30 m3 4.312 7.48.a "#/$

1! Be+on rng *alk 13/20 m3 1.388 7.4-.* "#/$

17 Be+on rng *alk 15/30 m3 0.21! 7.4-. "#/$

18 Be+on rng *alk 15/25 m3 0.!00 7.4-.& "#/$

1- Be+on rng *alk 25/30 m3 1.485 7.4!.a "#/$




N%'%R HARGA

NALISA SAT&AN

>Rp@

1 ( ) 4 * +

20 Be+on *alok gan+ung 25/40 m3 3.040 7.4!.* "#/$

21 Be+on konsple 25/50 m3 1.155 7.47 "#/$

22 Be+on pla+ &ak + : 8 m m3 7.7!! 7.51 "#/$

23 Be+on *alok pla+ lan+a 25/30 m3 1.-85 7.4!.a "#/$

24 Be+on *alok pla+ lan+a 25/50 m3 8.031 7.47 "#/$

25 Be+on *alok pla+ lan+a 25/40 m3 5.074 7.4!.* "#/$

2! Be+on *alok pla+ lan+a 20/40 m3 3.325 7.48.* "#/$

27 Be+on *alok pla+ lan+a 13/30 m3 1.-7! 7.4-.a "#/$

28 Be+on pla+ lan+a + : 12 m m3 32.52! 7.50 "#/$

2- Be+on s+ plank + : ! m m3 7.321 7.52 "#/$

30 Be+on angga m3 7.074 7.51 "#/$

S&, T%TAL >I@PEKERJAAN ,ET%N

PEKERJAAN PLESTERAN LANTAI

1 an+a keramk 40 @ 40 m2 881.045 13.10 "#/$

2 an+a +angga 40 @ 40 m2 34.770 13.10 "#/$

3 an+a keramk 20 @ 20 km/? m2 30.855 13.20 "#/$

4 'n&ng Keramk 20 L 25 +ole+ 6 km/? m2 13-.128 13.!0 "#/$

5 Ples+eran &n&ng 1 p O 5 ps m2 2,484.420 5.50 "#/$

! Ples+eran +rasram 1 p O 3 ps m2 812.275 5.30 "#/$

7 Ples+eran *e+on 1 p O 3 ps m2 81!.542 5.2- "#/$

8 Ples+eran ls+ roDl 6 aan ls+ plank 6 upah kerja mH 313.000 ls p 35,000.00

- Ples+eran ls+ roDl 6 aan po+ *unga 6 pah kerja mH !2.700 ls p 27,000.00

10 Ples+eran ls+ roDl 6 aan kolom 6 upah kerja mH 15!.000 ls p 40,000.00

11 %em*ua+ $an m2 812.5!2 5.32 "#/$

S&, T%TAL >@ PEKERJAAN PLESTERAN LANTAI

I PEKERJAAN KA& $ PINT& JENDELA

1 Kusen kayu klas II m3 3.833 !.20 "#/$

2 'aun jen&ela kaa kayu klas II m2 71.!50 !.10 "#/$

3 'aun pn+u panl kayu klas II m2 3-.508 !.80 "#/$

4 'aun pn+u panl 6 ormka m2 11.578 !.8. "#/$

5 Kaa polos 5 mm m2 4.830 12.17 "#/$

! Kaa polos 3 mm m2 34.720 12.1! "#/$

S&, T%TAL >I@ PEKERJAAN KA& $PINT& JENDELA

II PEKERJAAN KAP

1 Baja ngan e+ara K. 8000) m2 1-1.!50 ls p 275,000.00

2 s+plank kayu klas I m1 !-.200 !.47 "#/$

3 or&ng Bj 125.50.20.3.2 kg -03.-3- 11.)!.1 p 25,553.8!

4 ras+ang kg 53.242 11.)!.1 p 25,553.8!

5 Pla+ Penahan or&ng kg 10.174 11.)!.2 p 25,553.8!

! Er+on kg -!7.355 11.)!.3 p 2,034.32

7 Pengelasan m1 -35.000 11.)!.4 p !38.11

S&, T%TAL >II@ PEKERJAAN KAP


1 $+ap gen+eng me+al m2 1-1.!50 8.10 "#/$

2 Bu*ungan gen+eng me+al mH 58.800 8.20 "#/$

3 $+ap pan&ek m2 247.221 8.30 p 1-7,7!3.72

4 alang mH 21.130 10.18 "#/$

5 angka Plaon& kayu klas II m2 187.8!5 !.37 "#/$

! Plaon& Kals*oar& m2 187.8!5 -.40 "#/$

7 s+ Plapon& ypsum 7 mH 1-8.840 -.50 "#/$

S&, T%TAL >III@ PEKERJAAN ATAP $ PLAF%ND




N%'%R HARGA

NALISA SAT&AN

>Rp@

1 ( ) 4 * +


1 Kun pn+u 2 slag kls menengah *esar *h 4.000 12.10 "#/$

2 Kun pn+u 2 slag kls menengah kel *h 13.000 12.1.a "#/$

3 Kun pn+u 'o*el Fan&le6Bo&y *h 3.000 ls p 480,700.00

4 Engsel pn+u kls menengah *h 7!.000 12.50 "#/$

5 Engsel jen&ela kls menengah *h 153.000 12.50 "#/$

! Fak angn kel kls *asa *h 1!!.000 12.50 "#/$

7 ren&el kel kls *asa *h 1!!.000 12.50 "#/$

8 *h 2-1.000 ls p 4,200.00

- elng m2 50.085 ls p 150,000.00

S&, T%TAL >I@ PEKERJAAN ,ESI $,AJA PENGGANT&NG


1 angka &n&ng par+s m2 211.000 !.37 "#/$

2 Penu+up &n&ng par+s m2 455.000 -.40 "#/$

3 s+ proDl 3/3 mH 133.-50 ls p 7,500.00

4 s+ Kayu proDl 1/2 mH 133.-50 ls p !,500.00

S&, T%TAL >@ PEKERJAAN DINDING PARTISI


1 a+ +em*ok 6 plaon& m2 4,375.!!8 14.14 "#/$

2 a+ +em*ok Ek@+ror m2 812.5!2 14.15 "#/$

3 a+ *es m2 80.172 14.1! "#/$

4 a+ kayu m2 431.222 14.80 "#/$

S&, T%TAL >I@ PEKERJAAN PENGE=ATAN

ng er'ok




N%'%R HARGA

NALISA SAT&AN

>Rp@

1 ( ) 4 * +


A. PEKERJAAN 'EKANIKAL

I. PEKERJAAN PLA',ING AIR ,ERSIH

1 REN=ANA PIPA AIR ,ERSIH DARI 'ETERAN PDA' ke K' $ =

PM $> K$ 10 K/mQ

m 1!.!0 10.28 "#/$

EE 3/4 C *h 8.00 R p 1,500.00

BG> 3/4C *h 2.00 R p 1,500.00

$E M$ME 3/4 C *h 2.00 R p 180,000.00

E'E 3/4 ) 1/2 C *h 3.00 R p 2,500.00

m 28.00 10.27 "#/$

BG> 1/2C *h 18.00 R p 1,500.00

EE 1/2C *h 8.00 R p 3,000.00

asa lo+ 1.00 R "#/$

II. PEKERJAAN PLA',ING AIR ,&ANGAN

1 REN=ANA PIPA AIR ,&ANGAN K' $ =

PM $> K$ 10 K/mQ

Ppa $> 3 C m 121.30 10.15 "#/$

>a+er &ran 6 asesores *h 14.00 ls p -0,000.00

K#EE 45S 3C *h 14.00 R p 15,000.00

N 45S 3C *h 2.00 R p 15,000.00

BG> 3C *h 20.00 R p 15,000.00

E$# G *h 2.00 R p !0,000.00

III. PEKERJAAN PLA',ING AIR K%T%R

1 E#$#$ PIP$ $I KGG K% / >

PM $> K$ 10 K/mQ

Ppa $> 4 C m 42.00 10.27 "#/$

BG> 4C *h 1!.00 R p 35,000.00

N 45S 4C *h 2.00 R p 40,000.00

E$# G *h 2.00 R p !0,000.00

I PEKERJAAN INSTALASI AIR

1 Klose+ &u&uk *h 2.000 10.10 "#/$

2 Klose+ jongkok *h !.000 10.20 "#/$

3 $9oor *h 8.000 10.3! "#/$

4 Kran ar *h 12.000 10.35 "#/$

5 Bak man& D*er *h 2.000 10.11 "#/$

! >as+ael kompl+ *h 7.000 10.50 "#/$

7 ep+k+ank 2 %3 n+ 3.000 ls p5,000,000.00

paC

paC




N%'%R HARGA

NALISA SAT&AN

>Rp@

1 ( ) 4 * +

,. PEKERJAAN ELEKTRIKAL

I. PEKERJAAN PANEL TEGANGAN RENDAH

1 Pane" 1 Se 1.88

%B 1 Ph 1!$ 25k$ *h 1.00 R p 100,000.00

%B 20$ 4.5 K$ *h 1.00 R p -0,000.00

%B 1!$ 4.5 K$ *h 4.00 R p 70,000.00

%B 10$ 4.5 K$ *h 3.00 R p 70,000.00

%B !$ 4.5 K$ *h 1.00 R p !0,000.00

%B 4$ 4.5 K$ *h 7.00 R p !0,000.00

roun&ng panel B ! mm2 un+ 1.00 R p 250,000.00

Bo@ panel uk 40@50@20m In &oor un+ 1.00 R p2,000,000.00

Ka*el #NN 4L4 mm2 lo+ 1.00 R p1,500,000.00

asa lo+ 1.00 R p4,-10,000.00

2 Pane" ( Se 1.88

%B 1 Ph 25$ !k$ *h 1.00 R p 100,000.00

%B 20$ 4.5 K$ *h 4.00 R p -0,000.00

%B 4$ 4.5 K$ *h 5.00 R p !0,000.00

%B 2$ 4.5 K$ *h 1.00 R p !0,000.00



Ka*el #NN 4L4 mm2 lo+ 1.00 R p 500,000.00

asa lo+ 1.00 R p3,570,000.00

3 Pane" ) Se 1.88

%B 1 Ph !$ !k$ *h 1.00 R p 70,000.00

%B 2$ 4.5 K$ *h !.00 R p !0,000.00



abel ;KDI 4 mm E +u! :able E a++esris lo+ 1.00 R p 500,000.00

asa lo+ 1.00 R p3,180,000.00

2 Pekeraan Kabe" Induk Pane"

Ka*el 'aya &ar k>F ke P. %'P #NN 2L 4 mmQ m 25.00 R p 45,000.00

abel Ja*a "ari JP ke P. & ;K %@,5 mm? m !00.00 R p 45,000.00

abel Ja*a "ari JP ke P. ;K %@,5 mm? m 425.00 R p 45,000.00

abel Ja*a "ari JP ke P. % ;K %@,5 mm? m 3!5.00 R p 45,000.00

Ins+alas ka*el +anam ++k lampu penerangan l m 3!0.00 R p 45,000.00

II. PIT&RE INSTALASI TITIK LA'P& ST%P K%NTAK

Ins+alas ++k lampu#N% 2@2,5 6 oun&u+ 20 m ++k 7.00 R p 20,000.00

Ins+alas ++k +op kon+ak #N% 3@2,5 6 oun&u ++k 1.00 R p 1-0,000.00

1 P0?ure 0nsa"as0 00k "ampu

% G 2 L 3! >a++ *h 24.00 R p 202,125.00

M ha9e 2 @ 3! >a++ *h 2!.00 R p 100,000.00

ampu ' 18 >a++ *h 38.00 R p 45,000.00

ampu ' 11 >a++ *h 23.00 R p 43,-00.00

po+ up T 'o?n gh+ 18 >a++ *h 10.00 R p 202,125.00

+op Kon+ak 200 M$ *h 25.00 R p 45,000.00

*h 17.000 R p 21,000.00

aklar 'o*ell *h 18.000 R p 2!,000.00

Ins+alas ++k lampu#N% 2@2,5 6 oun&u+ 20 m ++k !.00 R p 200,000.00

a ar un al



LAH HARGA

"#/$

153,412,714.!1

"#/$"#/$

"#/$

"#/$

"#/$

"#/$

"#/$

"#/$

"#/$

"#/$

#N$A

#N$A

#N$A

#N$A

#N$A

m, 27 %are+ 2014

Pena?ar,

. ADHISTANA

S&'ANTA/ SE

'rek+ur



T%TAL

HARGA

>Rp@

3

"#/$

p !,820,!--.-!

p 1,420,-7-.1!

#N$A

p 20,254,00-.1!

p 2,4!4,!87.11

p 20,783,05-.38

p 7-,-42,20!.75

p 8,421,747.57

p 21,547,004.!4

Rp 1*)/41(/314.+1

"#/$

"#/$

"#/$

"#/$

"#/$

p 228,000.00

p 215,800.00

#N$A

"#/$

"#/$

"#/$

"#/$"#/$

"#/$

"#/$

"#/$

"#/$

"#/$

"#/$

"#/$

"#/$

"#/$

"#/$"#/$

"#/$

"#/$

"#/$



T%TAL

HARGA

>Rp@

3

"#/$

"#/$

"#/$

"#/$

"#/$

"#/$

"#/$

"#/$

"#/$

"#/$

"#/$

#N$A

"#/$

"#/$

"#/$

"#/$

"#/$

"#/$

"#/$

p 10,-55,000.00

p 1,!-2,-00.00

p !,240,000.00

"#/$

#N$A

"#/$

"#/$

"#/$

"#/$

"#/$

"#/$

#N$A

p 52,703,750.00

"#/$

p 23,0--,134.70

p 1,3!0,534.31

p 25-,-74.71

p 1,-!7,-08.71

p 5-!,!33.-7

#N$A

"#/$

"#/$

p 48,8-1,344.!2

"#/$

"#/$

"#/$

"#/$

#N$A



T%TAL

HARGA

>Rp@

3

"#/$

"#/$

p 1,442,100.00

"#/$

"#/$

"#/$

"#/$

p 1,222,200.00

p 7,512,750.00

#N$A

"#/$

"#/$

p 1,004,!25.00

p 870,!75.00

#N$A

"#/$

"#/$

"#/$

"#/$

#N$A



T%TAL

HARGA

>Rp@

3

#N$A

#N$A

#N$A

"#/$

p 12,000.00

p 3,000.00

p 3!0,000.00

p 7,500.00

"#/$

p 27,000.00

p 24,000.00

"#/$

#N$A

"#/$

p 1,2!0,000.00

p 210,000.00

p 30,000.00

p 300,000.00

p 120,000.00

#N$A

"#/$

p 5!0,000.00

p 80,000.00

p 120,000.00

#N$A

"#/$

"#/$

"#/$

"#/$

"#/$

"#/$

p 15,000,000.00



T%TAL

HARGA

>Rp@

3

Rp 117/7++/6*8.88

Rp 6/7(8/888.88

p 100,000.00

p -0,000.00

p 280,000.00

p 210,000.00

p !0,000.00

p 420,000.00

p 250,000.00

p 2,000,000.00

p 1,500,000.00

p 4,-10,000.00

Rp 3/148/888.88

p 100,000.00

p 3!0,000.00

p 300,000.00

p !0,000.00

p 250,000.00

p 2,000,000.00

p 500,000.00

p 3,570,000.00

Rp +/)+8/888.88

p 70,000.00

p 3!0,000.00

p 250,000.00

p 2,000,000.00

p 500,000.00

p 3,180,000.00

Rp 36/73*/888.88

p 1,125,000.00

p 27,000,000.00

p 1-,125,000.00

p 1!,425,000.00

p 1!,200,000.00

Rp ))8/888.88

p 140,000.00

p 1-0,000.00

Rp 1*/)41/6*8.88

p 4,851,000.00

p 2,!00,000.00

p 1,710,000.00

p 1,00-,700.00

p 2,021,250.00

p 1,125,000.00

p 357,000.00

p 4!8,000.00

p 1,200,000.00







$F# $#$$# : (814

#o. $I$# PEKE$$# $ MG%E BGBG

$#K$ >$K PE$K$

%1 %2 %3 %4 %5 %!

7 hr 7 hr 7 hr 7 hr 7 hr 7 h


1 Pengukuran &an Pasang Bou?plank m1 4-.700 "#/$ "#/$

2 Baya I%B m2 5!8.3-2 "#/$ "#/$

3 Pem*ershan area pekerjaan ls 284.1-! "#/$ "#/$

II PEKERJAAN TANAH DAN PASIR

1 alan +anah Pon&as m3 !0-.0!4 "#/$ "#/$ "#/$ "#/$

2 %engurug kem*al m3 203.021 "#/$ "#/$ "#/$

3 rugan pasr *a?ah pon&as m3 128.822 "#/$ "#/$ "#/$

4 rugan anah pennggan lan+a &sram m3 !15.750 "#/$ "#

5 rugan anah kellng *angunan m3 !4.8!8 "#/$

! Pema&a+an +anah m3 !80.!18 "#/$ "#


1 Pasangan Ba+u kosong m3 45.13- "#/$ "#/$ "#/$

2 Pasangan Pon&as *a+u kal 1O5 m3 2-4.71- "#/$ "#/$ "#/$ "#/$

3 Pasangan 'n&ng 1/2 *a+a 1O5 m2 1,245.7!0 "#/$

4 Pasangan +rasram 1O3 m2 382.148 "#/$ "#/$ "#

5 Pasangan ollag 1 O 3 m2 47.-80 "#/$ "#/$

! Ba+u an& 6 upah kerja / pasang *h 2.000 "#/$

7 Ba+u an& ars 6 ongkos pasang m2 1.300 "#/$

I PEKERJAAN ,ET%N

1 Be+on or ra*a+ &*a?ah lan+a 1P O 3Ps O 5Kr m3 2.0!0 "#/$

2 Be+on or lan+a kerja 1 P O 2 Ps O 3 Kr m3 15.8-8 "#/$ "#/$

3 Be+on oo+ pla+e 2.0 @ 1.75 m m3 2-.2-- "#/$ "#/$ "#/$

4 Be+on oo+ pla+e 1.5 @ 1.5 m m3 5.183 "#/$ "#/$ "#/$

5 Be+on oo+ pla+e 1. @ 1. m m3 2.3!3 "#/$ "#/$ "#/$

! Be+on oo+ pla+e 1.0 @ 0 .8 m m3 1.34- "#/$ "#/$ "#/$

7 Be+on sloop 15/20 m3 7.!81 "#/$ "#/$ "#/$

8 Be+on sloop 20/30 m3 33.722 "#/$ "#/$ "#/$

- Be+on Kolom 30/45 m3 21.730 "#/$ "#/$ "#

10 Be+on Kolom 25/25 m3 7.534 "#/$ "#/$ "#

11 Be+on kolom prak+s11/11 m3 4.382 "#/$

12 Be+on Kolom &a 25 m3 !.55! "#/$ "#/$ "#

13 Be+on Kolom &a 45 m3 !.231 "#/$ "#/$ "#

14 Be+on kolom 13/30 m3 1.!38 "#/$ "#/$ "#

15 Be+on rng *alk 20/30 m3 4.312 "#/$

1! Be+on rng *alk 13/20 m3 1.388 "#/$

17 Be+on rng *alk 15/30 m3 0.21! "#/$




1 $+ap gen+eng me+al m2 1-1.!50 "#/$

2 Bu*ungan gen+eng me+al mH 58.800 "#/$

3 $+ap pan&ek m2 247.221 "#/$4 alang mH 21.130 "#/$

5 angka Plaon& kayu klas II m2 187.8!5 "#/$

! Plaon& Kals*oar& m2 187.8!5 "#/$

7 s+ Plapon& ypsum 7 mH 1-8.840 "#/$


1 Kun pn+u 2 slag kls menengah *esar *h 4.000 "#/$

2 Kun pn+u 2 slag kls menengah kel *h 13.000 "#/$

3 Kun pn+u 'o*el Fan&le6Bo&y *h 3.000 "#/$

4 Engsel pn+u kls menengah *h 7!.000 "#/$

5 Engsel jen&ela kls menengah *h 153.000 "#/$

! Fak angn kel kls *asa *h 1!!.000 "#/$7 ren&el kel kls *asa *h 1!!.000 "#/$

8 $ngker 'ok *h 2-1.000 "#/$

- elng m2 50.085 "#/$


1 angka &n&ng par+s m2 211.000 "#/$

2 Penu+up &n&ng par+s m2 455.000 "#/$

3 s+ proDl 3/3 mH 133.-50 "#/$

4 s+ Kayu proDl 1/2 mH 133.-50 "#/$


1 a+ +em*ok 6 plaon& m2 4,375.!!8 "#/$

2 a+ +em*ok Ek@+ror m2 812.5!2 "#/$

3 a+ *es m2 80.172 "#/$

4 a+ kayu m2 431.222 "#/$


A. PEKERJAAN 'EKANIKAL

I. PEKERJAAN PLA',ING AIR ,ERSIH

1 REN=ANA PIPA AIR ,ERSIH DARI 'ETERAN PDA' ke K' $ =

PM $> K$ 10 K/mQ

Ppa $> 3/4 C m 1!.!00 "#/$

EE 3/4 C *h 8.000 "#/$

BG> 3/4C *h 2.000 "#/$

$E M$ME 3/4 C *h 2.000 "#/$

E'E 3/4 ) 1/2 C *h 3.000 "#/$

Ppa $> 1/2 C m 28.000 "#/$

BG> 1/2C *h 18.000 "#/$

EE 1/2C *h 8.000 "#/$

asa lo+ 1.000 "#/$

II. PEKERJAAN PLA',ING AIR ,&ANGAN

1 REN=ANA PIPA AIR ,&ANGAN K' $ =

PM $> K$ 10 K/mQ

Ppa $> 3 C m 121.300

"#/$ "#/$>a+er &ran 6 asesores *h 14.000 "#/$ "#/$

K#EE 45S 3C *h 14.000 "#/$ "#/$

N 45S 3C *h 2.000 "#/$ "#/$

BG> 3C *h 20.000 "#/$ "#/$

E$# G *h 2.000 "#/$ "#/$

III. PEKERJAAN PLA',ING AIR K%T%R

1 E#$#$ PIP$ $I KGG K% / >

PM $> K$ 10 K/mQ



roun&ng panel B ! mm2 un+ 1.000 "#/$

Bo@ panel uk 40@30@20m In &oor un+ 1.000 "#/$

Ka*el #N$= 4 mm2 6 un a*le 6 aesors lo+ 1.000 "#/$

asa lo+ 1.000 "#/$

2 Pekerjaan Ka*el In&uk Panel

Ka*el 'aya &ar k>F ke P. %'P #NN 2L 4 mmQ m 25.000 "#/$

Ka*el 'aya &ar %'P ke P. 1 #N% 3L2,5 mmQ m !00.000 "#/$

Ka*el 'aya &ar %'P ke P. 2 #N% 3L2,5 mmQ m 425.000 "#/$

Ka*el 'aya &ar %'P ke P. 3 #N% 3L2,5 mmQ m 3!5.000 "#/$

Ins+alas ka*el +anam ++k lampu penerangan l m 3!0.000 "#/$

II. PIT&RE INSTALASI TITIK LA'P& ST%P K%NTAK

Ins+alas ++k lampu#N% 2@2,5 6 oun&u+ 20 m ++k 7.000 "#/$

Ins+alas ++k +op kon+ak #N% 3@2,5 6 oun&u ++k 1.000 "#/$

1 P0?ure 0nsa"as0 00k "ampu

% G 2 L 3! >a++ *h 24.000 "#/$

M ha9e 2 @ 3! >a++ *h 2!.000 "#/$

ampu ' 18 >a++ *h 38.000 "#/$

ampu ' 11 >a++ *h 23.000 "#/$

po+ up T 'o?n gh+ 18 >a++ *h 10.000 "#/$

+op Kon+ak 200 M$ *h 25.000 "#/$

aklar unggal *h 17.000 "#/$

aklar 'o*ell *h 18.000 "#/$

Ins+alas ++k lampu#N% 2@2,5 6 oun&u+ 20 m ++k !.000 "#/$

"#/$

"#/$ "#/$ "#/$ "#/$ "#/$ "#

0.000 "#/$ "#/$ "#/$ "#/$ "#/$ "#



GA5BAR .2 NETORK P!ANNING PE

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harga satuan 2014

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